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HomeMy WebLinkAbout_2026-04-15 City Council Regular Meeting (7PM) Public1 COTTAGE GROVE CITY COUNCIL April 15, 2026 COUNCIL CHAMBER - 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A Spring Cleanup Presentation Staff Recommendation: Receive the Public Works Spring Cleanup Event Presentation. B Arbor Day Proclamation Staff Recommendation: Proclaim April 24, 2026 as Arbor Day. C National Work Zone Awareness Week Proclamation Staff Recommendation: Proclaim April 20th to 24th, 2026 as National Work Zone Awareness Week. D Drinking Water Week Proclamation Staff Recommendation: Proclaim May 3rd to May 9th, 2026 as Drinking Water Week. 7 Consent Agenda A Lower Potency Hemp Edible Retailer License - Top Ten Staff Recommendation: Approve Top Ten Liquors located at 8617 East Point Douglas Road South, for a Low Potency Hemp Edible Retailer license. B Cannabis Retail & Lower Potency Hemp Edible Retailer License - Astraeus Investment Group, LLC (DBA: High North) Staff Recommendation: Approve the Cannabis Retail & Lower Potency Hemp Edible Retailer License to Astraeus Investment Group, LLC (DBA: High North) located at 8711 East Point Douglas Road, unit #108. C Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. D Donations received in the 1st Quarter 2026 Staff Recommendation: Approve Resolution, 2026-067, Accepting donations received in the 1st Quarter 2026. E Accountant Position - 2026 Staff Recommendation: Authorize the immediate recruitment and hiring of the accountant position in 2026. F 2025 Ambulance Write-offs Staff Recommendation: Approve Resolution 2026-054, Resolution authorizing write-offs of the Cottage Grove EMS accounts receivable in the amount of $4,976,771. 2 G Plan IT CIP Software Staff Recommendation: Staff recommend approval of the Plan IT service agreement and subscription in the amount of $10,750 in 2026. H Ordinance Amendments - Zoning, Public Ways, and Property Codes Staff Recommendation: 1) Adopt Ordinance No. 1113 amending Title 11, Zoning Regulations, subject to minor modifications by the City Attorney. 2) Adopt Ordinance No. 1114 amending Title 7, Street, Driveway, and Parking Lot Construction, subject to minor modifications by the City Attorney. I Hamlet Park Sports Lighting Staff Recommendation: Authorize purchase order to Musco Sports Lighting, LLC for Hamlet Park sports lighting package in the amount of $178,000. J Electronic Building Access Controls Woodridge and Peter Thompson Parks Staff Recommendation: Approve the work proposals from Pro-Tec Design, with work to begin and conclude in 2026 for a total of $69,745. K 2026 Tree Planting Contract - Standard Replacement Staff Recommendation: Adopt resolution 2026-064 awarding the 2026 Tree Planting Contract to Wilson’s Nursery in the amount of $45,340 for the material and labor to install 105 boulevard trees and authorize the service agreement between Wilson’s Nursery and the City of Cottage Grove. L Sale of Surplus Property Staff Recommendation: Authorize Public Works to advertise and sell surplus property on Cranky Ape and/or MNBid. M Public Works Shop Remodel (Change Order #3) Staff Recommendation: Approve Change Order #3 in the amount of $4,133.87 for the Public Works Facility Mechanics Shop Remodel project, increasing the contract amount from $301,457.86 to $305,591.73. N Utility and Engineering Building Solar Power Project Staff Recommendation: Authorize resolution 2026-063, awarding the Utility and Engineering Building Solar Project to Solar Connection Inc. and authorize the service agreement between Solar Connection Inc. and the City of Cottage Grove. O Intermediate Zone Water Treatment Plant Fiber Design Staff Recommendation: Approve the Agreement for Professional Services with Mi-Tech Services Inc. and appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. P Water Conservation Program Staff Recommendation: It is recommended that the City Council approve the following items for the 2026 Water Conservation Program: 1) The Residential Smart Irrigation Controller Program Cooperative Agreement with SWWD; 2) The Water in Motion Work Order. 3) Ellis Irrigation – Agreement for Contractor Services. 4) Lawn Pride – Agreement for Contractor Services. 5) Expenditures from the Water Utility Fund of up to $89,500 to supplement the SWWD contribution of $10,500 for implementation of the 2026 Water Conservation Program. Q 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems Project - Quote Award and Service Agreement Staff Recommendation: Adopt Resolution 2026-066 awarding the 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems project to the accepted quote supplied by Hydro-Vac, Inc. in the amount of $33,447.55; the appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. R River Bend Preliminary and Final Plats Staff Recommendation: Adopt Resolution 2026-056 approving the Preliminary and Final Plats for River Bend. S Intermediate Zone Water Treatment Plant Project – Change Order #2 Staff Recommendation: Approve Change Order #2 in the amount of $144,153.00 for the Intermediate Zone Water Treatment Plant project, increasing the current contract amount from $90,267,450.29 to $90,411,603.29. 3 8 Approve Disbursements A Approve Disbursements Staff Recommendation: Approve disbursements from 03-27-2026 through 04-09-2026 in the amount of $4,440,116.09. 9 Public Hearings 10 Bid Awards A 2026 Pavement Management Project - Bid Award Staff Recommendation: Adopt Resolution 2026-065 awarding the 2026 Pavement Management Project to McNamara Contracting for a total project cost of $3,388,121.63. 11 Regular Agenda 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 4/15/2026 Department Public Works Agenda Category Presentation Title Spring Cleanup Presentation Staff Recommendation Receive the Public Works Spring Cleanup Event Presentation. Budget Implication N/A Attachments 1. Spring Cleanup Day Location Cottage Grove Public Works Garage 8635 W Point Douglas Road Household Goods by Item Air Conditioner Chair Commercial or RV Appliances Couch Dehumidifier Dishwasher Dryer Exercise Equipment Freezer Grill Hot Water Heater Mattress or Box Spring (all sizes except crib) Mattress (crib) Push Lawn Mower Riding Lawn Mower Refrigerator (no gas ammonia) Snow Blower Stove/Oven Washer Water Softener ............................................................ $10 ............................................................................. $10 ........................ $100 and up ........................................................................... $15 ................................................................ $10 .................................................................. $10 ............................................................................ $10 ..................................................... $15 ......................................................................... $15 .............................................................................. $15 ........................................................ $10 .............. $20 ............................................................. $10 ........................................................ $15 ..................................................... $25 .................................. $10 ................................................................ $25 .................................................................. $10 ......................................................................... $10 ............................................................ $10 ................................................ FREE ................................................................. FREE ....................................................... $5 ............................................................ $15 .................................................................. $35 ....................... $95 and up (price varies on size) ................................................................ $30-75 ....................................... $70-175 ................................................ $40-90 ...................................................................... $5/piece ...................................................................... $8/piece ......................................... $10/piece Document Shredding In order to serve as many people as possible, no more than 15 boxes per customer will be accepted. Shredding capacity may be reached before the end of the event. Electronics / Hazardous Items Important Note: We no longer accept electronics or household hazardous materials at this event. The Washington County Environmental Center is open year- round for electronics and hazardous waste drop off. See reverse side for their location and hours of operation. Tires and Batteries Car Battery Car/Light Truck Tire Semi Truck Tire Tractor Tire Miscellaneous Material By Load Box Truck Car Trunk Pickup Truck (level load) Station Wagon/SUV Proportional rates may be applied to partial loads and overloaded trucks Treated Lumber 2x4 4x4 6x6/6x8/Railroad Tie Got junk? Public Works will be hosting their annual Spring Cleanup Day! Please pay with cash or check only. Make checks payable to City of Cottage Grove. Spring Cleanup Day Saturday, May 2, 2026, 7 a.m. – 3 p.m. Questions? Drop-off Items CottageGroveMN.gov/SpringCleanupDay 651-458-2808 CGPublicWorks@CottageGroveMN.gov 61 Jam a i c a A v e . W. Point Douglas Rd. S. 96th St. S. Ir v i n A v e . I-49 4 N Note traffic flow. HAZARDOUS MATERIALS | ELECTRONICS | RECYCLABLES | FOOD SCRAPS Drop It Off at a Washington County Environmental Center Visit WashCoRecycles.com/EnviroCenter for a list of accepted items or scan the QR code. Open to residents of Washington, Anoka, Carver, Chisago, Dakota, Hennepin, Ramsey, and Scott counties. Provide the attendant your driver’s license or other proof of residency. Closed on all county-observed holidays. North Environmental Center 6065 Headwaters Pkwy. Forest Lake, MN 55025 651-275-7475 Monday Wednesday Friday Saturday 11 a.m. – 7 p.m. 8 a.m. – 4:30 p.m. 8 a.m. – 4:30 p.m. 8 a.m. – 2 p.m. South Environmental Center 4039 Cottage Grove Dr. Woodbury, MN 55129 651-275-7475 Tuesday Thursday Friday Saturday 11 a.m. – 7 p.m. 8 a.m. – 4:30 p.m. 8 a.m. – 4:30 p.m. 8 a.m. – 2 p.m. 1 City Council Action Request 6.B. Meeting Date 4/15/2026 Department Communications Agenda Category Presentation Title Arbor Day Proclamation Staff Recommendation Proclaim April 24, 2026 as Arbor Day. Budget Implication N/A Attachments 1. 2026 Arbor Day Proclamation PROCLAMATION April 24, 2026: Arbor Day WHEREAS: in 1872, the Nebraska Board of Agriculture established a special day to be set aside for the planting of trees; and WHEREAS: this holiday, called Arbor Day, was first observed with the planting of more than a million trees in Nebraska; and WHEREAS: Arbor Day is now observed throughout the nation and the world; and WHEREAS: trees can be a solution to combating climate change by reducing the erosion of our precious topsoil by wind and water, cutting heating and cooling costs, moderating the temperature, cleaning the air, producing life-giving oxygen, and providing habitat for wildlife; and WHEREAS: trees are a renewable resource giving us paper, wood for our homes, fuel for our fires, and countless other wood products; and WHEREAS: trees in our city increase property values, enhance the economic viability of business areas, and beautify our community; and WHEREAS: trees – wherever they are planted – are a source of joy and spiritual renewal; and WHEREAS: the City of Cottage Grove will host a ceremonial tree planting and volunteer planting event along the Military Trail Corridor at Military Road and Joliet Avenue on April 22nd, 2026 at 1:00 pm. NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim April 24th, 2026, as Arbor Day in the City of Cottage Grove. Passed this Wednesday, the 15th day of April 2026. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 6.C. Meeting Date 4/15/2026 Department Engineering Agenda Category Action Item Title National Work Zone Awareness Week Proclamation Staff Recommendation Proclaim April 20th to 24th, 2026 as National Work Zone Awareness Week. Budget Implication N/A Attachments 1. Proclamation Work Zone Awareness Week PROCLAMATION April 20 - 24, 2026: National Work Zone Awareness Week WHEREAS: National Work Zone Awareness Week is an annual spring campaign held at the start of construction season to encourage safe driving through street, road and highway work zones; and WHEREAS: Motorists are encouraged to slow to posted speed limits, eliminate distractions while driving and be watchful for roadway workers, their equipment and vehicles on the side of the road and in work zones; and WHEREAS: According to the National Highway Traffic Safety Administration, in 2023 there were 899 fatalities in U.S. work zones, including 11 in Minnesota, affecting road workers, motorists and their passengers; and WHEREAS: The City of Cottage Grove strives to keep employees, contractors, consultants, and the public safe during road maintenance and construction in work zones; and WHEREAS: The theme for the 2026 National Work Zone Awareness Week is “Safe Actions Save Lives”; and WHEREAS: Go Orange Day takes place on Wednesday, April 22, 2026, and provides an opportunity to unite in wearing orange to show support for the men and women who work tirelessly to keep our roads safe; and WHEREAS: A moment of silence is encouraged on Friday, April 24th to honor the lives lost in work zones; and WHEREAS: Keeping everyone safe in work zones and on our roadways is our collective responsibility; and NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim April 20th to 24th, 2026, as National Work Zone Awareness Week in the City of Cottage Grove. Passed this Wednesday, the 15th day of April 2026. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 6.D. Meeting Date 4/15/2026 Department Engineering Agenda Category Action Item Title Drinking Water Week Proclamation Staff Recommendation Proclaim May 3rd to May 9th, 2026 as Drinking Water Week. Budget Implication N/A Attachments 1. Drinking Water Week PROCLAMATION May 3-9, 2026: Drinking Water Week WHEREAS: Water is our most valuable natural resource; and WHEREAS: Drinking water serves a vital role in daily life, serving an essential purpose to health, hydration and hygiene needs for the quality of life our citizens enjoy; and WHEREAS: Tap water delivers public health protection, fire protection, support for our economy and the quality of life we enjoy; and WHEREAS: The hard work performed by the entire water sector, designing capital projects, operators ensuring the safety and quality of drinking water or a member of a pipe crew maintaining the infrastructure communities rely on to transport high quality drinking water from its source to consumers’ taps; and WHEREAS: The Covid-19 pandemic has shone a light on the importance of drinking water for health, hydration and hygiene needs; and WHEREAS: We are all stewards of the water infrastructure upon which current and future generations depend; and WHEREAS: The citizens of our city are called upon to help protect our source waters from pollution, practice water conservation and get involved with their water by familiarizing themselves with it; NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of Minnesota, hereby proclaim May 3rd to May 9th, 2026, as Drinking Water Week in the City of Cottage Grove. Passed this Wednesday, the 15th day of April 2026. _____________________________________ Myron Bailey Mayor 1 City Council Action Request 7.A. Meeting Date 4/15/2026 Department Administration Agenda Category Action Item Title Lower Potency Hemp Edible Retailer License - Top Ten Staff Recommendation Approve Top Ten Liquors located at 8617 East Point Douglas Road South, for a Low Potency Hemp Edible Retailer license. Budget Implication N/A Attachments 1. Memo (City Clerk) Top Ten Liquor (Low Potency THC) 2. Memo (Public Safety) Top Ten - Lower-Potency Hemo Edible Letter 3. 2026 LPHE OCM License - Cottage Grove Introduction • Zoning: To meet zoning requirements, the applicant must obtain a Conditional Use Permit (CUP). • Fees: The applicant has paid the required $250 registration fee, which covers the first year and the first renewal. • Taxes: The applicant is current on all property taxes, assessments, and other city fees. • State License: The business holds a preliminary state license from the Office of Cannabis Management for the requested operations. • Background Check: The applicant has passed the necessary background check. • Inspections: The business agrees to be open to inspection by local law enforcement or other authorized city officials during regular business hours. The city will conduct compliance checks at least once a year. Staff Recommendation 1 City Council Action Request 7.B. Meeting Date 4/15/2026 Department Administration Agenda Category Action Item Title Cannabis Retail & Lower Potency Hemp Edible Retailer License - Astraeus Investment Group, LLC (DBA: High North) Staff Recommendation Approve the Cannabis Retail & Lower Potency Hemp Edible Retailer License to Astraeus Investment Group, LLC (DBA: High North) located at 8711 East Point Douglas Road, unit #108. Budget Implication N/A Attachments 1. Memo City Clerk - High North (Low Potency THC & Cannabis) 2. Memo Public Safety (LP Hemp Edible - Highnorth Dispensary) 3. 2025-149 (CUP cannabis retail High North) 4. 2025-150 (CUP for low potency hemp edible at 8711 East Pt Douglas Rd) Introduction • Zoning: To meet zoning requirements, the applicant must obtain a Conditional Use Permit (CUP). • Fees: $1,500 (Cannabis Retailer) $250 (Lower-potency hemp edible), which covers the first year and the first renewal. • Taxes: The applicant is current on all property taxes, assessments, and other city fees. • State License: The business holds a preliminary state license from the Office of Cannabis Management for the requested operations. • Background Check: The applicant has passed the necessary background check. • Inspections: The business agrees to be open to inspection by local law enforcement or other authorized city officials during regular business hours. The city will conduct compliance checks at least once a year. Staff Recommendation 1 City Council Action Request 7.C. Meeting Date 4/15/2026 Department Community Development Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the properties in the attached table. Budget Implication N/A Attachments 1. Rental License Approvals CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council FROM: Samantha Drewry, Code Enforcement Officer DATE: April 8, 2026 RE: Rental License Approvals Background/Discussion Recommendation 2026 RENTAL LICENSES CITY COUNCIL APPROVAL - APRIL 15, 2026 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-002002 6486 Inspire Circle South Upward America Southeast Property Owner LP RENT-002018 8802 Greystone Avenue South McDowell Homes RENT-002232 6450 Inspire Circle South Manjunatha Gurusiddappa Bennihalli MULTI-FAMILY: Woodmount Townhomes, 8815 90th Street: 7 Buildings, 50 Units 1 City Council Action Request 7.D. Meeting Date 4/15/2026 Department Finance Agenda Category Resolution Title Donations received in the 1st Quarter 2026 Staff Recommendation Approve Resolution, 2026-067, Accepting donations received in the 1st Quarter 2026. Budget Implication N/A Attachments 1. Resolution 2026-067 1st Quarter 2026 Donations CITY OF COTTAGE GROVE, MINNESOTA Received From Purpose Amount 1 City Council Action Request 7.E. Meeting Date 4/15/2026 Department Finance Agenda Category Action Item Title Accountant Position - 2026 Staff Recommendation Authorize the immediate recruitment and hiring of the accountant position in 2026. Budget Implication $69,000 to be allocated to the General Fund (50%), Utility Funds (40%), Ice Arena Fund (5%), and Golf Course Fund (5%) Attachments 1. CC Memo Accountant position To: From: Date: Subject: Introduction Discussion • Better manage growing operational demands • Provide a consistent backup to the payroll and EMS billing function • Maintain timely and accurate transaction processing • Strengthen internal controls • Reduce operational risk • Provide full departmental cross-training • Expand monthly reporting for internal customers In addition, the EMS billing function workload has increased significantly in the past year. EMS billing support is now occupying 40% of one FTE position in the department due to an increase in call volume, Medicare and Medicaid collection monitoring, revenue recapture requirements, and reviewing accounts to be sent to collection. Performing these tasks is necessary to ensure that our EMS customers are treated fairly and appropriately. Currently, there is only capacity in the department for one employee to perform these operations. It is prudent to have a backup for these functions for continuance of operations when that employee is out of the office. The proposed position will provide backup to the EMS billing support function. st, the complexities of processing payroll have also increased. A consistent payroll backup is necessary, and the proposed position will ensure continued payroll processing support and backup. Financial Impacts • 50% General Fund • 40% Utility funds • 5% Ice Arena fund • 5% Golf Course fund. Operational Impacts Action Requested Staff requests that the City Council authorize the immediate recruitment and hiring of the accountant position in 2026. 1 City Council Action Request 7.F. Meeting Date 4/15/2026 Department Finance Agenda Category Action Item Title 2025 Ambulance Write-offs Staff Recommendation Approve Resolution 2026-054, Resolution authorizing write-offs of the Cottage Grove EMS accounts receivable in the amount of $4,976,771. Budget Implication N/A accounted for in adopted budget Attachments 1. Memo 2025 Ambulance Write-Offs 2. Resolution 2026-54 Ambulance Write offs 2025 To: From: Date: Subject: Introduction • Contractual Adjustments- These are the remaining balances after Medicare, Medicaid, or Worker’s Compensation pay their fixed reimbursement rates. • Bad Debt-Accounts sent to collection or Revenue Recapture but remain unpaid. Discussion Cottage Grove EMS, like all medical service providers, is required to accept a predetermined dollar amount no matter what billing rate is charged for ambulance services. The table below reflects Medicare reimbursement amounts for the past three years. As our rates increased in 2024, the change in the reimbursement amount had little impact on the amount collected per call since the percentage reimbursed decreased. BLS ALS-1 ALS-2 Operational results st, 2026. These transfers will be reflected in the 2025 year-end financial statements. • $550,000 transfer from City of Cottage Grove General Fund to cover past operating deficits due to low reimbursement rates in the Cottage Grove EMS fund. • $300,000 transfer from the City of Cottage Grove General Fund to pay for the replacement ambulance that arrived in January 2026. Since the small reimbursements for the Medicare and Medicaid patients continue to create challenges for the operation, the 2026 City of Cottage Grove Operating Budget includes a property tax levy for ambulance operations in the amount of $70,000, and a property tax levy in the Equipment Replacement Fund for $300,000 to fund a replacement ambulance that is expected to arrive in January 2027. Action Requested CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AUTHORIZING WRITE-OFFS OF THE COTTAGE GROVE EMS ACCOUNTS RECEIVABLE IN THE AMOUNT OF $4,976,771 1 City Council Action Request 7.G. Meeting Date 4/15/2026 Department IT Department Agenda Category Action Item Title Plan IT CIP Software Staff Recommendation Staff recommend approval of the Plan IT service agreement and subscription in the amount of $10,750 in 2026. Budget Implication The Plan IT CIP solution is a non-budgeted addition of $10,750 for 2026, which includes the CIP module, implementation, and security configurations. The renewal for 2027 is $9,500 annually and will be added to the Information Services Data Processing budget. This total will be charged as operational expenses per department use. The annual subscription cost of $9,500 for the Plan IT CIP software is justified by the operational efficiencies, risk reduction, and improved decision-making it provides. As Cottage Grove continues to grow rapidly, managing the Capital Improvement Plan through spreadsheets, email chains, and decentralized documents has become increasingly inefficient and creates significant organizational risk. Plan IT CIP directly addresses these challenges by centralizing project data, standardizing workflows, and improving financial planning accuracy. Attachments 1. PlanIt Submittal To: Honorable Mayor and City Council Jennifer Levitt, City Administrator Ryan Burfeind, Public Works Director Brenda Malinowski, Finance Director Paul Sponholz, City Engineer Introduction The City of Cottage Grove’s Capital Improvement Plan IT (CIP) is a multi‑year roadmap that guides the planning, prioritization, and funding of major infrastructure and capital projects. The process typically begins with reviewing long‑range community goals, asset conditions, and citywide priorities. Departments then submit proposed capital projects—such as facility upgrades, street improvements, technology replacements, and utility expansions—along with cost estimates, justifications, and potential funding sources. City staff evaluate these proposals, prioritize them based on safety, regulatory requirements, strategic alignment, and financial feasibility, and develop a coordinated funding strategy that spans several years. The resulting draft CIP is reviewed by advisory bodies, shared with the community, and refined through workshops and public input. Following review, the City Council adopts the CIP to guide future planning and budgeting. While the CIP outlines long‑term needs, only projects approved in the annual budget move forward each year, and the plan is updated regularly to account for changing conditions, costs, and priorities. Current Process City staff currently develop and manage the Capital Improvement Plan IT (CIP) using a variety of tools, including Microsoft Excel, Word, PDF editors, and other web‑based applications. Communication regarding project updates and CIP coordination occurs primarily through email and other informal channels among staff, council members, and advisory commissions. After council approval, the finalized CIP is published as a PDF on the City’s website to ensure transparency and provide information to residents. As the City of Cottage Grove continues to experience rapid growth, this legacy approach has become increasingly difficult to manage. The reliance on large, complex spreadsheets and dispersed communication methods has introduced challenges related to information organization, project documentation, and staff collaboration. Additionally, onboarding new employees into this process requires significant time and increases the risk of data-entry errors and workflow delays. Proposal City staff has researched modern solutions for CIP planning that will allow for improved process and information gathering, standardized communication and transparency for residents. This research was conducted through conversations with other city entities. One solution that stood out was Plan IT CIP software which is used by many cities across the state of Minnesota. Plan IT solves the challenges of managing a CIP but combining tools into a single source. Key capabilities typically include: • Centralized project database Departments can enter project requests directly into the system, including scope, cost estimates, narratives, supporting documents, and funding sources. This eliminates version control issues common with spreadsheets. • Configurable workflows Plan IT CIP supports structured review and approval processes that guide staff through each stage— from project submission to leadership review and final recommendation. • Prioritization and scoring tools Cities can apply custom scoring models based on factors such as safety, regulatory compliance, growth management, infrastructure condition, strategic alignment, and financial feasibility. •Multi-year financial planning The platform includes tools for building multi-year CIP schedules, analyzing revenue sources, modeling debt capacity, and projecting long-term impacts across funds. •Real-time collaboration Stakeholders across departments, finance, engineering, and administration can view and update data within the same system, improving communication and reducing reliance on email chains or scattered documents. •Reporting and dashboards Users can generate standardized reports, customizable project sheets, and visual dashboards that help staff, council members, and residents understand project needs and financial impacts. • Public-facing transparency Many implementations allow cities to publish their CIP online in an interactive format—letting residents explore projects by category, location, cost, or year rather than navigating static PDFs. • Document management Project documents, maps, cost estimates, and planning files can be stored in one place, improving organization and retrieval. In addition to these features, the system is generally designed to reduce errors, speed up staff training, simplify updates to project data, and support a consistent decision-making framework as cities grow and needs become more complex. Budget Implications The Plan IT CIP solution is a non-budgeted addition in the amount of $10,750 in 2026 which includes the CIP module, implementation and security configurations. The renewal for 2027 is $9500 annually and will be added to the Information Services Data Processing budget. This total will be charged as operational expenses per department use. The annual subscription cost of $9,500 for the PlanIt CIP software is justified by the operational efficiencies, risk reduction, and improved decision making it provides. As Cottage Grove continues to grow rapidly, managing the Capital Improvement Plan through spreadsheets, email chains, and decentralized documents has become increasingly inefficient and creates significant organizational risk. PlanIt CIP directly addresses these challenges by centralizing project data, standardizing workflows, and improving financial planning accuracy. Staff Recommendation Staff recommend approval of the Plan IT service agreement and subscription in the amount of $10,750 in 2026. 1 AGREEMENT FOR SOFTWARE SERVICES THIS SOFTWARE SERVICES AGREEMENT ("Agreement") is made and executed this ___ day of ____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, Minnesota 55016, ("City") and Plan-It Software LLC, 3825 Fairhomes Road, Wayzata, Minnesota 55391 ("Plan-It"). WHEREAS, Plan-It is engaged in the business of developing and providing access to budget planning and management software services; and WHEREAS, City wishes to obtain the budget planning and management software services provided by Plan-It under the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to purchase certain professional software services ("Services") from Plan-It as described in the following documents: i. A proposal provided by Plan-It, incorporated herein as Exhibit A. ii. Where the terms and conditions of this Agreement and those terms and conditions included in Exhibit A specifically conflict, the terms of this Agreement shall apply. b. Plan-It covenants and agrees to provide the Services to the satisfaction of the City, as set forth in Exhibit A, subject to Section 7 of this Agreement. c. The parties shall comply with all applicable local, state and federal laws, treaties, and regulations in connection with the use and provision of the Services under this Agreement. 2. PAYMENT. a. City agrees to pay the amounts owed to Plan-It for the development and implementation of the Services, as outlined in Exhibit A. b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due to Plan-It shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Plan-It shall submit an itemized bill for Services provided to the City on a monthly basis. Bills submitted shall be paid in the same manner as other claims made to the City. d. City understands that Plan-It has no obligation to provide the Services or maintain City data, information or other material, if City's accounts are past due and unpaid in the amounts outlined in Exhibit A. 3. TERM. This Agreement shall commence on the date written in the initial paragraph of this Agreement and shall remain in full force and effect until terminated pursuant to Section 4 herein. 4. TERMINATION. 2 a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days' written notice delivered to the other party to the addresses listed in Section 13 of this Agreement. Upon termination under this provision, if there is no default by Plan-It, Plan-It shall be paid for Services rendered and reimbursable expenses incurred until the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. c. Upon termination of this Agreement for any reason, the Services granted to City will terminate and City shall cease all use of the products or Services outlined under Exhibit A. If City has paid in advance for the Services, and this Agreement terminates due to material breach of this Agreement by Plan-It, Plan-It shall refund the City a prorated amount of any amount already paid. d. At any time during the term of this Agreement, Plan-It may, immediately upon notice to the City, suspend the City's access to any Services due to a threat to the technical security or technical integrity of the Services or Plan-It. 5. SUBCONTRACTORS. Plan-It shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in Exhibit A. Plan-It shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of Plan-It's receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing the Services, Plan-It will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 7. DELAY IN PERFORMANCE. Neither City nor Plan-It shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Plan-It under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Plan-It will be entitled to payment for its reasonable additional charges, if any, due to the delay. 8. CITY'S REPRESENTATIVE. The City has designated Brian Bluhm to act as the City's representative with respect to the Services to be performed under this Agreement. He shall have complete authority to transmit instructions, receive information, interpret, and define the City's policy and decisions with respect to the Services covered by this Agreement. 9. PLAN-IT REPRESENTATIVE. Plan-It has designated Shaylan Hurley to be the primary contact for the City in the performance of the Services. He shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. 10. INDEMNIFICATION. a. Plan-It and City each agree to indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, 3 losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Plan-It and City, they shall be borne by each party in proportion to its own negligence. b. Plan-It will defend at its expense or settle any third-party claim against City alleging that the Services provided under this Agreement infringe intellectual property rights. Plan-It will pay infringement claim defense costs, Plan-It-negotiated settlement amounts, and any damages awarded by a court. Plan-It has no obligation for any claim of infringement arising from City's use of the Services for purposes not contemplated by this Agreement. Plan-It's indemnification obligations under this section are conditioned upon the City (i) promptly notifying Plan-It of any claim in writing; (ii) cooperating with Plan-It in the defense of the claim; and (iii) granting Plan-It sole control of the defense or settlement of the claim. c. Plan-It will not be liable for any act, omission of act, negligence or defect in the quality of service of any underlying carrier, licensor or other third-party service provider whose facilities or services are used in furnishing any portion of the Services received by the City. 11. DATA SECURITY. Plan-It will maintain commercially reasonable administrative, physical, and technical safeguards designed to protect the security and confidentiality of City data. Plan-It will not modify City data or disclose City data, except (i) in order to provide the Services; (ii) to prevent or address service or technical problems in connection with support matters; (iii) as specifically directed or expressly permitted in writing by City, or (iv) if compelled by law. Notwithstanding the foregoing, Plan-It reserves the right to delete, suspend, or block known malicious accounts without City authorization. In the event of a security breach due to the sole negligence, malicious actions, omissions, or misconduct of Plan-It, Plan-It, as the data custodian, will comply with all remediation efforts as required by applicable federal and state law. 12. OWNERSHIP OF DOCUMENTS. Professional documents and specifications prepared by Plan-It as part of the Services shall become the property of the City when Plan-It has been compensated for all Services rendered, provided, however, that Plan-It shall have the unrestricted right to their use. Plan-It shall retain its rights in its standard specifications, databases, computer software, and other proprietary property. Rights to proprietary intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of Plan-It. 13. NOTICES. Notices shall be communicated to the following addresses: If to City:City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Attention: City Administrator Or emailed: jlevitt@cottagegrovemn.gov If to Plan-It:Plan-It Software LLC 3825 Fairhomes Road Wayzata, Minnesota 55391 Attention: Shaylan Hurley Or emailed: support@cipsoftware.com 14. INDEPENDENT CONTRACTOR STATUS. All Services provided by Plan-It, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Plan-It or as independent contractors of Plan-It and not as employees of the City for any purpose. 15. WARRANTIES. Each person signing or otherwise agreeing to the terms of this Agreement, represents and warrants that he or she is duly authorized and has legal capacity to execute and bind the respective party to the terms and conditions of this Agreement. Each party represents and warrants to the other that the execution and 4 performance of such party's obligations thereunder have been duly authorized and that this Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. City represents and warrants that City has not provided any false information to gain access to the Services or infringed upon the intellectual property or other rights of any third parties, violated any applicable laws, or violated the terms of any license or agreement to which it is bound. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. Notwithstanding the foregoing, either party may assign this Agreement without the other party's consent in connection with a merger, acquisition, corporate reorganization, or sale of all or substantially all of its assets. b. Waiver. A waiver by either City or Plan-It of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party's rights with respect to any other or further breach. c. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. d. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. e. Severability. If any term of this Agreement is found be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. f. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. g. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. [The remainder of this page is intentionally left blank] 5 CITY OF COTTAGE GROVE By: ___________________________________________ Myron Bailey, Mayor By: ___________________________________________ Tamara Anderson, City Clerk Date: _________________________________________ PLAN-IT SOFTWARE LLC Signature: ____________________________________ Name: _________________________________________ Date: _________________________________________ 6 EXHIBIT A Annual Subscription Pricing: • $9,500 - Capital Improvement Plan Module User Access: • Unlimited Users • Each user can have access to all products at whatever level of access you choose Support: • Unlimited support and trainings • Unlimited assistance with data updates - if it is tedious and repetitive let us do it for you! Implementation: • One-time implementation fee: $750 - 2 week window to onboarding ■ We handle all data import from your existing spreadsheets ■ Scheduled one-hour review call before import to ensure data accuracy ■ Data will be in a familiar format upon import ■ You'll receive login credentials immediately after import completion ■ SSO/SAML setup and configuration • One-time SSO/SAML configuration fee: $500 Total Annual 1st Year Investment: $10,750 Thank you for considering Plan-It! for your budget planning and management needs. We look forward to partnering with you to streamline your financial processes. Contact Information: Shaylan Hurley | support@cipsoftware.com | +1-952-994-2744 Annual Subscription Pricing: ● $9,5000 - Capital Improvement Plan Module User Access: ● Unlimited Users ● Each user can have access to all products at whatever level of access you choose Support: ● Unlimited support and trainings ● Unlimited assistance with data updates - if it is tedious and repetitive let us do it for you! Implementation: ● One-time implementation fee: $750 - 2 week window to onboarding ○ We handle all data import from your existing spreadsheets ○ Scheduled one-hour review call before import to ensure data accuracy ○ Data will be in a familiar format upon import ○ You'll receive login credentials immediately after import completion ○ SSO/SAML setup and configuration ● One-time SSO/SAML configuration fee: $500 Total Annual 1st Year Investment: $10,750 Thank you for considering Plan.It! for your budget planning and management needs. We look forward to partnering with you to streamline your financial processes. Contact Information: Shaylan Hurley | support@cipsoftware.com | +1-952-994-2744 1 City Council Action Request 7.H. Meeting Date 4/15/2026 Department Community Development Agenda Category Action Item Title Ordinance Amendments - Zoning, Public Ways, and Property Codes Staff Recommendation 1) Adopt Ordinance No. 1113 amending Title 11, Zoning Regulations, subject to minor modifications by the City Attorney. 2) Adopt Ordinance No. 1114 amending Title 7, Street, Driveway, and Parking Lot Construction, subject to minor modifications by the City Attorney. Budget Implication N/A Attachments 1. Ordinance Amendments CC Memo 2. Ordinance No. 1113 - Zoning Code Amendments 3. Ordinance No. 1114 - Driveways and Parking TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Pierret, Senior Planner DATE: April 1, 2026 RE: Zoning Code and Public Ways and Property Code Introduction The City of Cottage Grove is requesting to amend sections of City Code Title 11, Zoning Regu- lations and Title 7-2-4 Table of Driveway Dimensions. Background The City of Cottage Grove previously adopted an entirely revised zoning code in December 2022. Since its implementation, city staff has identified sections of the code that required minor correc- tions and clarifying language to ensure clarity in interpretation. Staff is also proposing to amend Title 7-2-4 Table of Driveway Dimensions to clarify driveway requirements based on zoning classification. Planning Commission At its March 23, 2026, meeting, the Planning Commission reviewed this request and held a public hearing. The Planning Commission had the following inquiries: • Clarification was requested to confirm the permitting process for Outdoor Sales Displays versus Temporary Accessory Outdoor Sales. o Staff clarified that Outdoor Sales Displays are considered an accessory use and do not require a separate permit. The performance standards require the sales displays to be maintained in an attractive manner. Temporary Accessory Outdoor Sales require an Administrative Conditional Use Permit. The ACUP will be valid into the future as long as the business is operating and will not need to be re-applied for. Staff will review building permits annually for the tents to ensure compliance with City Code. • It was asked why clear view triangle language was being moved to the Landscape section of the code. o Staff noted that the clear view triangle language is being added to the Landscape section and will remain in the Fence and Sign sections of the Code. • An inquiry was made as to whether clear view triangles will need to be shown on surveys and plats. o Staff explained that developers are being made aware of clear view triangle requirements, and staff is reviewing clear view triangle clearance on preliminary Honorable Mayor, City Council, and Jennifer Levitt plats. There is not a requirement in the Subdivision Ordinance; however, this could be discussed during Subdivision Code updates later this year. • It was asked whether the five-foot side yard setbacks were required by the Met Council or whether this was a pro-active effort by the City to allow increased density. o Staff explained that the Met Council has not required the reduced setbacks or lot sizes; however, as density requirements increase, smaller lot sizes will be developed, and the City is being forward thinking to allow these narrow lots and reduced setbacks without requiring a PUD. No members of the public provided testimony at the public hearing. The Planning Commission voted unanimously (6-to-0 vote) to recommend approval of the zoning code amendments. Zoning Code Update The majority of the proposed amendments are administrative and formatting; however, the more substantial amendments with findings of support are listed below: 1. Add definitions for Brewery and Taproom and move definitions for Brewpub, Microdistillery, and Cocktail Room from Historic Conditional Use Permit section to Definitions section. All definitions will be based on state statutes. • 11-8-2: Allow Breweries and Microdistilleries as conditional uses in the Planned-Business District. Allow Brewpubs, Cocktail Rooms, and Taprooms as permitted uses in the Planned Business District. • 11-9-2: Allow Breweries and Microdistilleries as conditional uses in the I-1 and I-2 Districts. Allow Brewpubs, Cocktail Rooms, and Taprooms as conditional uses in the I-1 District. Finding: Currently breweries and distilleries are only allowed as a conditional use in the I-1 district and are permitted in the I-2 district. These terms are undefined in the Code. There may be interest in opening brewpub, brewery, or distillery establishments in the Industrial district; however, these terms must be defined. Brewpubs and cocktail rooms should be allowed outside of historic properties to be combined with a brewery or microdistillery. Brewpubs, Taprooms, and Cocktail Rooms incorporate a restaurant component. Restaurants without drive-up windows are permitted uses in all Business Districts. Honorable Mayor, City Council, and Jennifer Levitt • 11-1-3: Add definition Temporary Accessory Outdoor Sales. This term was already used in the Code but was undefined. • 11-1-3: Amend definition for Outdoor Seasonal Sales to Outdoor Sales Displays. These are more permanent sales displays such as softener salt, firewood, or mulch up against the principal building. • 11-4-17: Change title of section to Outdoor Sales Displays. All of the performance standards will stay the same. • Add new Title 11-4-19, Temporary Accessory Outdoor Sales. Add performance standards including maximum square footage and setbacks. Honorable Mayor, City Council, and Jennifer Levitt Finding: There is a difference between outdoor sales that take place year-round on a property versus temporary sale events in parking lots such as nurseries or fireworks and these differences should be found in the code. Outdoor Sales Display – Accessory Use Outdoor Sales Display – Accessory Use Temporary Accessory Outdoor Sales Honorable Mayor, City Council, and Jennifer Levitt Temporary Accessory Outdoor Sales • One parking space per 200 square feet of the retail center shall be required. Finding: It is not practical to determine parking requirements for retail centers based on individual uses, particularly if a use changes. The proposed language would require a number of spaces based on the total square footage of the building that will not change as uses come and go. Finding: Dwellings in the Thompson Grove neighborhoods were constructed as one-story ramblers to 13 or 14 feet in height. When the maximum accessory building height is limited to the height of the principal structure, property owners in these neighborhoods are limited and unable to construct garages tall enough to store boats, RVs, or add an unfinished attic/loft area for additional storage. By allowing an extra two feet of height, property owners have better opportunity to store their items indoors, while not being detrimental to the aesthetics of the property when viewed from the road. Various examples are shown below. Honorable Mayor, City Council, and Jennifer Levitt Approx. 15’ Tall Accessory Building – Approx. 14’ Tall House 17’10” Tall Accessory Building – Approx. 14’ Tall Home Approx. 14.5’ Tall Accessory Building – Approx. 14’ Tall House Honorable Mayor, City Council, and Jennifer Levitt 5. 11-3-12B(3): Add clarification for clear view triangle obstructions. The clear view triangle is measured from where the impacted property line and corner side property line intersect and measured back 10 feet along both property lines. No fences, structures, or plant materials over 30 inches in height will be allowed in the clear view triangle, and the city shall have the authority to order removal of vision obstructions located within the clear view triangle. Clear View Triangle Examples Finding: Fences and plantings can obstruct pedestrian crosswalks and intersections for vehicles. There is not clarity in the Code specifying that vegetation over 30 inches is not permitted in the clear view triangle nor that the City may order removal. Honorable Mayor, City Council, and Jennifer Levitt Fence In Clear View Triangle Finding: As density requirements increase per the Met Council, narrower lots are often proposed by developers. Multiple developments in the City have been approved with 40- foot-wide lots and reduced side yard setbacks via PUD (Mississippi Landing, Settler’s Bluff, proposed Ravara Trails). Panera Site Honorable Mayor, City Council, and Jennifer Levitt Finding: Code standards ensure parking lots within Mixed Use and Commercial districts are located behind a structure and pushed back from the right-of-way. With future redevelopment opportunities within the community, a 10-foot setback from one right-of-way for lots with two right- of-way frontages will allow for efficient site design and layout. Title 7-2-4 Table of Driveway Dimensions ▪ Amend 7-2-4 Table of Driveway Dimensions to read: * or as approved by the City Engineer, depending on vehicle turning movement requirements Finding: Clarity on minimum and maximum driveway widths is necessary for future development across the City. Public Hearing Notices Recommendation CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1113 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, AMENDING VARIOUS SECTIONS OF THE CODE OF THE CITY OF COTTAGE GROVE, TITLE 11, ZONING REGULATIONS The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 1, Section 11-1-3 B shall be amended as follows: § 11-1-3: RULES OF CONSTRUCTION; DEFINITIONS: B. Definitions: The following words, terms, and phrases when used in this Title shall have the meaning ascribed to them in this Title except where the context clearly indicates a different meaning: BASEMENT: Any area of a structure, including crawl spaces, having its floor or base subgrade (below ground level) on all four (4) sides, regardless of the depth of excavation below ground level. BREWERY: A facility that produces beer, ale or other beverages made from malt by fermentation and containing not less than 0.5% alcohol by volume. A brewery may include a taproom. BREWPUB: A brewer who also holds one or more retail on -sale license and who manufactures fewer than 3,500 barrels of malt liquor in a year, at any one licensed premises, the entire production of which is solely for consumption on tap on any licensed premises owned by the brewer BRICK: A unit of building material that is made of clay or shale and subjected to heat treatment at elevated temperatures through a firing process. Brick used as an exterior wall surface finish must meet all of the requirements for anchored veneer as pro scribed by the Uniform Building Code. CATERING: An establishment that prepares food for off-site consumption. CEMETERY: A parcel or tract of land used or intended to be used as the final resting place of the dead, including burial grounds, and mausoleums. CITY COUNCIL: The City Council of the City of Cottage Grove, Minnesota. CLUB OR LODGE: A nonprofit association of persons who are bona fide members, paying annual dues. The use of the premises is restricted to members and their guests. It shall be permissible to serve food and meals on such premises; provided, that adequate dining room space and kitchen facilities are available. Serving of alcoholic beverages to members and their guests shall be allowed; provided, that such serving is secondary and incidental to the operation of the dining room for the purpose of serving City of Cottage Grove, Minnesota Ordinance No. 1113 Page 2 of 17 food and meals; and provided further, that such serving of alcoholic beverages is in compliance with the applicable federal, state and municipal laws. COCKTAIL ROOM: Establishment on the premises of or adjacent to one microdistillery location owned by the distiller for the on-sale of distilled liquor produced by the distiller. MEDICAL USES: Those uses concerned with the diagnosis, treatment and care of human beings. These include hospitals, dental services, medical services or clinics. METROPOLITAN URBAN SERVICE AREA (MUSA): The area where public utilities including sewer and water are available and is identified in the City’s Comprehensive Plan. MICRODISTILLERY: A facility that produces not more than 40,000 proof gallons of distilled spirits in a calendar year as regulated by Minnesota statutes, as may be amended. MONOPOLE TOWER: A tower constructed of tapered tubes that fit together symmetrically and are stacked one (1) section on top of another and bolted to a concrete foundation without support cables. OPEN SALES LOT: Land devoted to the display of goods for sale, rent, lease or trade, where such goods are not enclosed within a building. OUTDOOR SEASONAL SALES: A short-term outdoor display and/or sale of seasonal products such as the following: Christmas trees, nursery products and horticulture products (fruits, vegetables, flowers, shrubs and the like). OUTDOOR SALES DISPLAYS: An outdoor display and/or sale of merchandise accessory to the principal use including sales of the following: Christmas trees, nursery products and horticulture products (fruits, vegetables, flowers, shrubs and the like), firewood, softener salt, or mulch. PARKING GARAGE: A structure, building or portion thereof designed and utilized for the temporary storage of motor vehicles RESTAURANT: An establishment open to the public where food and or drink is prepared and offered to the public. To be considered a restaurant, at least fifty percent (50%) of the seating shall be available to the public during hours of operation. RETAIL CENTER: A commercial area containing one or more retail, office, and/or restaurant establishments within a connected structure with a separate exterior or interior entrance serving each establishment. RETAIL SHOPPING STORES: An establishment primarily engaged in the sale or rental of goods and the provision of services directly to the consumer, excluding those uses defined more specifically in this code. RETAINING WALL: A structure utilized to hold a slope in a position in which it would not naturally remain. City of Cottage Grove, Minnesota Ordinance No. 1113 Page 3 of 17 RIVERFRONT: Every lot or parcel of land which is immediately adjacent to the Mississippi River. SUBSTATION: Any utility structure other than lines, pipelines, holes or towers. TAPROOM: An area for the on sale consumption of malt liquor produced by the brewer for consumption on the premises of a brewery or an abutting property in common ownership of the brewer, which may include sales of malt liquor produced and packaged at the brewery for off-premises consumption as allowed by Minnesota statutes, as may be amended. TEMPORARY ACCESSORY OUTDOOR SALES: A short-term (three months or less) outdoor display and/or sale of seasonal products such as the following: Christmas trees, nursery products and horticulture products (fruits, vegetables, flowers, shrubs and the like), and fireworks. SECTION 2. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 2, Section 18 A shall be amended as follows: § 11-2-18: HISTORIC PROPERTIES CONDITIONAL USE PERMITS: A. Definitions: The following words, terms, and phrases when used in this Title shall have the meaning ascribed to them in this Section except where the context clearly indicates a different meaning. Where definitions differ from other sections of the City Code, the definition herein shall apply: ADAPTIVE REUSE: The process of transforming a historic building or property into a new function while preserving its character and heritage. ART GALLERY: A facility in which works of art are displayed and goods are not produced, sold, or repaired. BED AND BREAKFAST: A place of lodging that: 1. Provides not more than four (4) rooms for rent to no more than 10 guests at a time; 2. Provides no meals, other than breakfast served to persons who rent rooms; and 3. Was originally built and occupied as, or was converted to, a single-family residence prior to being used as a place of lodging. BREWPUB: A brewer who also holds one or more retail on-sale licenses and who manufactures fewer than 3,500 barrels of malt liquor in a year, at any one licensed premises, the entire production of which is solely for consumption on tap on any licensed premises owned by the brewer. City of Cottage Grove, Minnesota Ordinance No. 1113 Page 4 of 17 COCKTAIL ROOM: Establishment on the premises of or adjacent to one (1) microdistillery location owned by a distiller for the on-sale of distilled liquor produced by the distiller. LIMITED RETAIL ESTABLISHMENT: An establishment that sells goods directly to the consumer. Limited retail shall includes but is not limited to bakeries, cafes, delicatessens, ice cream parlors, and craft boutiques. MEETING/CONFERENCE FACILITY: A facility for public or private meetings consisting of one or more meeting or multi-purpose rooms. MICRODISTILLERY: A facility that produces not more than forty thousand (40,000) proof gallons of distilled spirits in a calendar year as regulated by Minnesota statutes, as may be amended. MUSEUM: A facility in which objects of historical, scientific, artistic, or cultural interest and significance are stored and exhibited. OFFICE: A facility in which the handling of information of the performing of administrative services is conducted; including services provided to persons both on site and off site on a walk-in or appointment basis and where goods are not produced, sold, or repaired. SECTION 3. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 3, Section 11-3-3 B shall be amended as follows: § 11-3-3: HEIGHT LIMIT MODIFICATIONS: A. Scope. The requirements and regulations specified in this Title shall be subject to the provisions of this Section. B. Increases in height limits: 1. Height limitations set forth elsewhere in this Title shall be increased up to fifty percent (50%) when applied to the following structures: a. Church spires. b. Belfries. c. Cupolas and domes which do not contain usable space. d. Monuments. e. Flagpoles. f. Smokestacks. g. Parapet walls extending not more than three feet (3') above the limiting height of the building. City of Cottage Grove, Minnesota Ordinance No. 1113 Page 5 of 17 h. Elevator penthouses. 2. Height limitations set forth elsewhere in this Title shall be increased up to seventy-five percent (75%) when applied to the following structures: a. Water towers. b. Fire and hose towers. c. Cooling towers. 3. Height limitations set forth elsewhere in this Title shall not apply to water towers owned by the City SECTION 4. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 3, Section 11-3-4 E shall be amended as follows: § 11-3-4: OFF-STREET PARKING AND LOADING: E. Location of parking facilities. Required off street parking must be on the same lot as is the principal building and must meet the following setback requirements. 1. Corner lots. May not be located within any yard area abutting a street on a corner lot. 2. Single family lots. Must comply with minimum setback requirements for accessory structures. a. On corner lots the driveway must be setback a minimum of 10 feet from the side yard property line. 3. Access drives, drive aisles, and parking spaces for religious institutions, schools, public parking lots, parks, and municipal facilities must be set back thirty feet (30') from the front, side, and rear property lines. a. Exception. Where a joint driveway or access point serving more than one (1) property will provide better and safer traffic circulation. 4. Within all business zoning districts, off street parking spaces, drive aisles and/or garages shall be located in areas other than a required yard. a. Exception. Parking may be located in a rear yard to within ten feet (10’) of the rear or side lot line. On corner lots, parking may be located ten feet (10’) from the front yard property line or a side yard property line abutting a right of way. Parking abutting the other right of way line may be within twenty feet (20’) of the right of way line. Parking may be located and in the front yard within twenty feet (20’) of front yard lot line or adjacent to a public right of way or of a residential district. City of Cottage Grove, Minnesota Ordinance No. 1113 Page 6 of 17 5. Within all industrial zoning districts, off street parking spaces, drive aisles, and truck staging areas must be at least twenty feet (20') from any street right of way line, and at least ten feet (10') from any interior side or rear lot line. a. Exception. When a side or rear lot line abuts a residential district, off street parking must be at least one hundred feet (100') from such lot lines. I. Required Off-Street Parking. The following minimum areas shall be provided and maintained by ownership, easement or lease, for and during the life of the respective uses set forth below. Auto repair 3 spaces per auto bay, plus 1 space for each employee. Banks and financial services 1 space for each 250 square feet of floor area. Boat and marine sales 4 spaces, plus 1 space for each 500 square feet of floor area over the first 1,000 square feet. Community, activity, and cultural centers, post offices, commercial recreation facilities (indoor and outdoor), museums and art galleries 1 space per maximum capacity of patrons, plus 1 space for every employee Funeral homes and mortuaries 1 space per 3 seats based upon design capacity of assembly area, plus 1 space for every 2 employees plus 1 space per company vehicle. Notwithstanding the above, a minimum of 10 parking spaces shall be provided. Hospitals 2 spaces for each patient bed. Hotels and motels 1 space per sleeping unit, plus one space per day shift employee plus one space for each 40 square feet devoted to meeting or banquet rooms. Libraries 1 space for each 300 square feet of floor area. Manufacturing, fabricating and processing 4 spaces, plus 1 space for each 400 square feet of floor area. Motor fuel stations and motor fuel station convenience stores 4 spaces plus 2 spaces for each service stall. Those facilities designed for sale of additional items other than strictly automobile products, parts or service shall be required to provide additional parking in compliance with other applicable Zoning Code Sections Multiple-family dwellings 1.6 spaces per dwelling unit in the multi-family residential districts. Additional spaces for visitor parking shall be provided based on the development City of Cottage Grove, Minnesota Ordinance No. 1113 Page 7 of 17 characteristics and anticipated demand for visitor spaces as determined by the City. Day Care Facilities (child and/or adult) 1 space for each 6 individuals of licensed capacity. Office including clinics for human care 1 space for each 250 square feet of floor area for the first 100,000 square feet, plus 1 space for each 350 square feet of floor area thereafter. Open sales lots 1 space for each 2,000 square feet of land up to the first 8,000 square feet, plus 1 space for each 4,000 square feet of land up to a parcel of 24,000 square feet, plus 1 space for each 6,000 square feet thereafter. Places of Assembly (Places of Worship, Conference Centers, Theaters, Auditoriums) 1 space for 4 seats, based on the design capacity of the main assembly hall. Restaurants 1 space for each 3 seats, based on capacity design or where there is no design layout, 1 space for each 50 square feet of floor area, whichever is greater, plus employee parking. Restaurants; drive-in or convenience food 1 space for each 3 seats based on capacity design, plus employee parking. 6 spaces of stacking of a drive-thru facility. Retail 1 space for each 200 square feet of floor area. Retail Centers 1 per 200 square feet of floor area per tenant space Schools, elementary and junior high 31 spaces for each classroom, plus 1 additional space for each 100-student capacity. Schools, post-secondary 1 space for each 10 students, based on design capacity, plus 1 additional space for each 2 classrooms. Self-service passenger vehicle car wash 2 spaces per bay. Senior citizen housing (dependent) 1 space for each 6 beds for which accommodations are offered, plus 1 additional space for each 15 beds, plus 1 space per employee. Senior citizen housing (independent) 1.5 parking spaces for each unit. Single-family dwellings 2 spaces for each dwelling unit. A garage may fulfill this requirement. However, a building permit shall not be granted to convert a garage to living space unless other acceptable provisions are made to provide the required parking space. City of Cottage Grove, Minnesota Ordinance No. 1113 Page 8 of 17 Theaters, ball fields, stadiums, ice rinks and arenas 1 space for each 3 seats of design capacity. Two-family dwellings 2 spaces per dwelling unit, but not more than one 2- car garage per dwelling unit. Wholesale business, storage and warehouse establishment 1 space for each 2,000 square feet of floor area for any building used solely in a storage capacity. For mixed use building where storage and warehousing is an incidental use to other activity, required parking spaces shall be based upon the specific requirements for each use appearing in this Section. Vet Clinics and Kennels 5 spaces plus 1 space for each 500 square feet of floor area over 1,000 square feet. Uses not specifically noted Parking space requirements shall be determined by, but not limited to, characteristics for the most similar use. SECTION 5. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 3, Section 11-3-12 B shall be amended as follows: § 11-3-12: LANDSCAPING: B. Minimum landscape requirements. 2. Groundcover. Commercial, industrial or residential sites. Back of curb to rear of lot line shall be sodded. a. Exceptions. (1) Properties within rural residential or agricultural zoning districts may be seeded. (2) On sites of five (5) acres or more, the City Staff may approve plantings of native prairie grasses and wildflowers in front yards, or side and rear yards adjacent to a public roadway. A long-term maintenance strategy shall be provided for approval by City Staff. (3) The area of storm ponds and 20 feet beyond the high water level may be seeded. 3. Clearview triangle: placement of plant materials shall conform to the following: a. Visibility from any street shall be unobstructed from any fences, structures, or plant materials within the clear view triangle and shall not exceed 30 inches in height (30”) at maturity. The Clearview triangle shall be measured from where the impacted property line and the corner side property line intersect and measured City of Cottage Grove, Minnesota Ordinance No. 1113 Page 9 of 17 back ten feet (10') along both property lines. Those points are then connected with a straight line. b. The city shall have the authority to order the removal of vision obstructions located within the clearview triangle. SECTION 6. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 4, Section 11-4-17 shall be amended as follows: § 11-4-17: TEMPORARY ACCESSORY OUTDOOR SALES: OUTDOOR SALES DISPLAYS: TEMPORARY ACCESSORY OUTDOOR SALES: Outside merchandise display and storage or equipment may be displayed and offered for sale, rental or lease outside the building providing that: A. The merchandise or equipment are adjacent to and project no farther than five feet (5') from the primary building. B. Where sidewalks are present, a minimum access width of four feet (4') must be provided. C. Outside display area is limited to a maximum of one hundred fifty (150) square feet of area and shall not extend beyond the building frontage. D. Outside display to be maintained in an orderly and attractive manner that does not detract from the image of the community or adjacent businesses. E. Outside display should be a general representation of the products sold or rented on site, not a storage area for inventory on pallets. SECTION 7. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 4, Section 11-4-18 C shall be amended as follows: § 11-4-18: CANNABIS USES AND LOWER-POTENCY HEMP EDIBLE USES: C. Definitions: Unless otherwise noted in this section, words, terms, and phrases found in the definitions of Minnesota Statutes Section 342.01, or as amended, apply, unless otherwise noted or except where the context clearly indicates a different meaning. In addition, the following definitions apply: CANNABIS BUSINESS: Any of the following businesses: a. Cannabis microbusiness; b. Cannabis mezzobusiness; c. Cannabis cultivator; City of Cottage Grove, Minnesota Ordinance No. 1113 Page 10 of 17 d. Cannabis manufacturer; e. Cannabis retailer; f. Cannabis wholesaler; g. Cannabis transporter; h. Cannabis testing facility; i. Cannabis event organizer; j. Cannabis delivery service; k. Lower-potency hemp edible manufacturing; l. Lower-potency hemp edible retailer; m. Lower-potency hemp edible warehouse; or m. n. Medical cannabis combination business. SECTION 8. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 4, shall be amended to add Section 11-4-19 as follows: § 11-4-19: TEMPORARY ACCESSORY OUTDOOR SALES: Outside merchandise, display, and storage of equipment temporarily offered for sale, rental, or lease outside the principal building provided that: A. The merchandise or equipment are located on the same property as the principal building. B. Outside display area may include a tent or other temporary covering. The sales area shall be limited to a maximum of 5,000 square feet and shall not extend beyond the front property lines. C. Temporary accessory outdoor sales areas shall be maintained in an orderly and attractive manner that does not detract from the image of the community or adjacent businesses. D. Temporary accessory outdoor sales shall be a general representation of the products sold or rented on site, not a storage area for inventory on pallets. SECTION 9. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-4 F shall be amended as follows: § 11-7-4: R-4 TRANSITIONAL RESIDENTIAL ZONING DISTRICT: City of Cottage Grove, Minnesota Ordinance No. 1113 Page 11 of 17 F. Development Standards: 1. Single-Family Detached Dwellings: The following minimum requirements shall be observed, subject to the additional requirements, exceptions and modifications as set forth in this Title: Lot width 45 40 feet Lot depth 120 feet Front yard 25 feet Rear yard 30 feet Side yard, Lots 40-44.9 feet wide Side yard, Lots 45 feet wide and over 7.5 5 feet 7.5 feet Side yard, garage 5 feet Corner yard 20 feet Maximum structure height 35 feet Maximum impervious surface coverage 50% SECTION 10. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 8, Section 11-8-2 C shall be amended as follows: § 11-8-2: PERMITTED, CONDITIONAL, ACCESSORY, ADMINISTRATIVE AND INTERIM USES: C. Use Table: USE TYPE B-1 B-2 B-3 P-B M-U Accessory uses or retail sales which are customarily incidental and clearly subordinate to the primary use within the principal structure A A A A A Adult uses P Apartments / condominiums P Apartments with Commercial C Automated car wash as an accessory use A A A A A Automobile car wash (drive- through, mechanical and self- service) C C C C Automobile Repair-Major C City of Cottage Grove, Minnesota Ordinance No. 1113 Page 12 of 17 Automobile Repair-Minor C C C Automotive, motorcycle, trailer, recreation vehicles, boats and/or farm equipment establishments for display, hire, service, rental, leasing and/or sales conducted outside a building, provided servicing is conducted within a building. C C Banks and other financial institutions with a drive-up window C C C C C Banks and other financial institutions without drive-up window P P P P P Blacktop or crushing materials for roadway materials I I I I Brewery C Brewpub P Cannabis or intoxicating CBD sales P P P Cannabis retail C C C Catering establishment P P P Cellular Antennas (attached to structures) AC AC AC AC Cocktail Room P Commercial Recreation - Indoor P P P P Commercial Recreation - Outdoor C C Community Center C C C Construction and/or trades sales and service shops; with storage of equipment, supplies or materials inside a building P P Dance and/or music studios P P P P P Daycare C C C P Donation Drop Boxes AC AC AC AC Construction and/or trades sales and service shops; with storage of equipment, supplies or materials inside a building P P Electric Car Charging Station AC AC AC AC AC City of Cottage Grove, Minnesota Ordinance No. 1113 Page 13 of 17 Equipment rental, inside a building (no outdoor display) P P P P Equipment rental with outside storage C C Essential service structures, including, but not limited to, buildings such as telephone stations, booster or pressure stations, elevated tanks, lift stations and electric power substations AC AC AC AC AC Event Center C C C Farmers’ market I I I I I Funeral homes P P P P Furniture and upholstery repair refinish shops P P Garden Centers and nurseries C C Greenhouse (seasonal) I I I I Hotel, motel C C C C Lower-potency hemp edible retail beverages (associated with on-sale or off-sale liquor) AC AC AC AC AC Lower-potency hemp edible retail (not associated with on - sale or off-sale liquor) C C C Lower-potency hemp edible wholesale C C C Manufacturing, compounding, assembly, and packaging inside a building P Medical and/or dental clinics, hospitals P P P P P Microdistillery C Motor fuel stations C C C C C Movie theater P P P P Municipal and government buildings and structures, including police, fire, library, public works garages C C C C C Nursing homes, memory care, or retirement homes C C C C Off street parking, storage garage, parking decks, parking ramps and buildings and loading areas when incidental and subordinate to any permitted use A A A A A Offices for administrative, executive, or professional services P P P P P Outdoor seating or dining C A A A A Outdoor sales display A A A A A City of Cottage Grove, Minnesota Ordinance No. 1113 Page 14 of 17 Park and ride facilities C Pawnshop C Personal Services (nail, massage, hair, tanning, etc) P P P P P Pet related care including dog daycare, boarding, veterinary clinics and grooming with outdoor use. C C Pet related care including veterinary clinics with no outdoor use. P P P P Public parks P P P P P Public, parochial and private schools, trade and business schools, colleges and universities C C C C C Research and development including laboratories (i.e. medical, software, communications, scientific, etc.) P P P P P Restaurants, excluding a drive-up window P P P P P Restaurants, with drive-up window C C C C Restaurants, with on-sale liquor P P P P P Retail uses P P P P P Self-storage facility C Showroom warehouse P Signs A A A A A Stockpiling of materials incidental to construction activities I I I I Taproom P Tattoo and body piercing P P P P Tax exempt lodges and clubs; provided, they are more than 75 feet from a residential district C C C Temporary accessory outdoor sales AC AC AC AC Temporary buildings for construction purposes for a period not to exceed the completion date of such construction AC AC AC AC AC Wholesale businesses P P P P Wholesale with no product on-site C C C C SECTION 11. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 11, Chapter 9, Section 11-9-2 C shall be amended as follows: C. Use Table: City of Cottage Grove, Minnesota Ordinance No. 1113 Page 15 of 17 USE TYPE I-1 I-2 I-3 Agricultural P P P Automobile repair, painting, body work (inside the principal structure) P P Automotive sales - Indoor, no exterior storage P P Brewery/Distillery/Restaurant C CP Brewpub C Buildings temporarily located for purposes of construction for the construction period only AC AC AC Cafeteria A A Cannabis manufacturing C C Cleaning and maintenance services including but not limited to carpet, laundry, furniture, upholstery, appliances, etc.) C Cocktail Room C Commercial production greenhouses C C Construction trades P P Cultivation (indoor or outdoor) C C Data center C C Essential services and buildings P P P Gas Station C C Gun and/or archery ranges (inside a structure) P P Gun and/or archery ranges (outdoors) C Laboratories, research and development facilities P P Lower-potency hemp edible warehouse and wholesale C C Machine shops P P Manufacturing, production, testing or processing of cannabis, wholesale with product on-site, warehousing C C Manufacturing within an enclosed building (assembly & packaging) P P City of Cottage Grove, Minnesota Ordinance No. 1113 Page 16 of 17 Microdistillery C C Mining and excavation C Municipal and government buildings P P P Offices P P Off street parking, storage garages and buildings and loading areas A A Outdoor parking of trucks and commercial vehicles A A A Outdoor screen storage incidental to principal use: up to 5,000 sq ft (P), over 5,000 sq ft (C) P/C P/C P/C Packaging/processing food products C C Parcel delivery services P P Pharmaceutical/Medical device manufacturing C P Power plants C Public enclosed rental storages or garages C C Recreational facilities – Indoor P Restaurant C C Retail sales accessory to principal use AC AC AC Sale showrooms P Signs A A A Storage (inside the principal structure) P P Storage of crude oil, refined oil, alcohol and other liquids in outdoor aboveground storage tanks, incidental to the principal use and not for sale A A A Taproom C Truck, service and maintenance stations (inside the principal structure) C C Veterinarian clinics (inside the principal structure) (P); with outdoor run (C) P/C City of Cottage Grove, Minnesota Ordinance No. 1113 Page 17 of 17 Vocation/technical schools P P Warehouses and distribution facilities P P Wastewater treatment facilities C SECTION 12. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Co uncil and shall be published in lieu of publishing the entire ordinance: The City of Cottage Grove previously adopted an entirely revised zoning code in December 2022. Since its implementation city staff has identified sections of the code that required minor corrections and clarifying language to ensure clarity in interpretation. Staff is also proposing to amend accessory building maximum height limitations to allow accessory buildings two feet taller than the principal building in residential districts or 18 feet in height, whichever is less, clarify off street parking setbacks for corner lots in commercial districts, amend the minimum lot width in the R-4, Transitional Residential Zoning District to 40 feet and reduce minimum side yard setbacks to five feet, and amend Temporary Seasonal Outdoor Sales language to clarify performance standards. SECTION 13. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication according to law. Passed this 15th day of April 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk Published in the Pioneer Press on _______. CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1114 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, AMENDING THE CODE OF THE CITY OF COTTAGE GROVE, TITLE 7, PUBLIC WAYS AND PROPERTY, SECTION 2, STREET, DRIVEWAY, AND PARKING LOT CONSTRUCTION The City Council of the City of Cottage Grove, Washington County, Minnesota, does hereby ordain as follows: SECTION 1. AMENDMENT. The Code of the City of Cottage Grove, County of Washington, State of Minnesota, Title 7, Chapter 2, Section 7-2-4 shall be amended as follows: § 7-2-4: TABLE OF DRIVEWAY DIMENSIONS: All driveways constructed in the City shall conform to the dimensions set forth in the following table: DRIVEWAY DIMENSIONS Driveway Dimensions Residential Urban Rural Commercial - Industrial Urban Rural Driveway angle (Y) 60 - 90 60 - 90 60 90 60 90 Minimum driveway width (W) 12' 12' 26' 32' 26' 32' Recommended driveway width (W) 16' 16' 26' 32' 26' 32' Maximum driveway width (W) 28' 28' * * * * Radius of curvature (R1) 15' max 5' min 15' max 5' min 30' max 5' min 30' max 10' min 40' max 10' min 40' max Radius of curvature (R2) 15' max 5' min 15' max 5' min 15' max 5' min 15' max 5' min 15' max 10' min 40' max Minimum edge clearance (E) 5' 5' 10' 10' Minimum distance between double- driveways (D) 20' 30' 20' 20' 30' 30' City of Cottage Grove, Minnesota Ordinance No. 1114 Page 2 of 3 Minimum corner clearance from major street (C) 30' 60' 75' 75' 75' 75' Minimum corner clearance from minor street (C) 20' 60' 50' 50' 60' 60' RESIDENTIAL DISTRICTS COMMERCIAL/INSTITUTIONAL/INDUSTRIAL DISTRICTS Minimum Driveway Width at Property Line 12 feet 24 feet Maximum Driveway Width at Property Line 28 feet 36 feet* Minimum Corner Clearance from Minor Street 40 75 * or as approved by the City Engineer, depending on vehicle turning movement requirements SECTION 2. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire ordinance: Title 7-2 of the City Code details provisions for public ways and property including street, driveway, and parking lot construction. City staff has proposed to amend the Table of Driveway Dimensions to clarify minimum and maximum widths in each zoning district and minimum corner clearance for driveways. SECTION 3. EFFECTIVE DATE. This ordinance shall be in full force and effect from and after its passage and publication according to law. Passed this 15th day of April 2026. Myron Bailey, Mayor City of Cottage Grove, Minnesota Ordinance No. 1114 Page 3 of 3 Attest: Tamara Anderson, City Clerk Published in the Pioneer Press on _______. 1 City Council Action Request 7.I. Meeting Date 4/15/2026 Department Parks and Recreation Agenda Category Action Item Title Hamlet Park Sports Lighting Staff Recommendation Authorize purchase order to Musco Sports Lighting, LLC for Hamlet Park sports lighting package in the amount of $178,000. Budget Implication $178,000 from Park Improvement Fund. Attachments 1. Memo - Hamlet Sports Lights Purchase Order 2. Musco Quote 3. Qualite Quote To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Zac Dockter, Parks and Recreation Director Date: March 31, 2026 Subject: Hamlet Park Sports Lighting Introduction/Background The City has been replacing aging and energy-inefficient sports lighting across its’ parks for the past six years. In 2026, $355,000 is budgeted from the Park Improvement Fund to convert Hamlet Park sports lighting to an LED system. This renovation includes soccer/football field #1, tennis/basketball courts, ice rink, free rink and sand volleyball court. The new system aims to improve lighting quality and reduce lighting spillage while also reducing energy and maintenance/repair costs. The City collected three quotes for product for this project. The results of those quotes are as follows: Qualite Sports Lighting $163,530 (TIPS Cooperative Purchasing) Musco Sports Lighting $178,000 (Sourcewell Cooperative Purchasing) Pulse Products $207,653 However, Sports Lighting Authority (City’s sports lighting consultant) states that the Qualite system has additional installation costs that should be considered. The consultant’s analysis is as follows: The Qualite quote was $14,470 less than the Musco quote. However, the Qualite quote only supplies templates and anchor bolts, whereas Musco supplies pre-cast concrete bases. In addition, the Musco structural system is easier to install and is delivered as a complete system. The Qualite system requires two separate deliveries, and the installing contractor would need to install the bases early because they require a 30-day cure time. In my estimation, the Qualite installation will cost $22,000-$25,000 more. With that said, proceeding with Qualite will likely be $7,500- $10,500 more expensive than Musco regarding the total project cost. After consideration thereof, the quotes with the additional installation costs, using the low-end increase of $22,000 for Qualite, would be as follows: Musco Sports Lighting $178,000 Qualite Sports Lighting $185,530 Pulse Products $207,653 Staff and the City’s lighting consultants have reviewed all submittals. Submittals meet product specifications and are reputable providers with experience in Cottage Grove parks. This purchase will be made under the Sourcewell Cooperative Purchasing contract. Staff Recommendation Authorize purchase order to Musco Sports Lighting, LLC for Hamlet Park sports lighting package in the amount of $178,000. 8-10 weeks Musco Sports Lighting Sourcewell 952-529-8281 3-23-26 Brock Carstens brock.carstens@musco.com $103,000 $75,000 (included in 25yr price below) (included in 25yr price below) March 19, 2026 www.qualite.com | info@qualite.com | 800.933.9741 Quote Request Hamlet Park Youth Soccer, Tennis | Basketball, Hockey and Ice Skate Area Cottage Grove, Minnesota Presented to Qualite Customer: City of Cottage Grove, Minnesota Presented by Corey C. Lines Sr Lighting Designer/Sales Manager | Qualite Sports Lighting, LLC C: 309.242.3861 | F: 517.437.3146 | E: clines@qualite.com 215 W. Mechanic, Hillsdale, MI 49242 ***This document and its information shall not be reused without the written consent of Sports Lighting Authority*** QUOTE FORM LIGHTING MATERIALS HAMLET PARK YOUTH SOCCER, TENNIS/BASKETBALL, HOCKEY & ICE SKATE AREA CITY OF COTTAGE GROVE The information provided shall be in compliance with the LED lighting specifications for the materials and equipment quote provided by approved lighting manufacturers. By signing this document, all specification requirements have been met. Quotes shall remain good for 45 days after opening regarding contract approval. The lighting materials shall be tax-exempt sold directly from the lighting manufacturer to the City. The following quote is for materials only by the lighting manufacturer and shall be in conformance with the specifications. Light scans, lighting layouts, cut-sheets, and supporting documents shall be provided by the lighting manufacturer along with the quote. Quotes will be reviewed and awarded based on the lighting system meeting performance requirements and material cost. Soccer Field - Material Base Quote (10-year warranty): Delivered cost of LED lighting system $______________________ Soccer Field - Material Alternate Quote #1 (25-year warranty): Add to material base quote for 25-year warranty $______________________ Tennis/Basketball/Hockey - Material Base Quote (10-year warranty): Delivered cost of LED lighting system $___________________ Tennis/Basketball/Hockey – Material Alternate Quote #1 (25-year warranty): Add to material base quote for 25-year warranty $____________________ NAME OF COOPERATIVE PURCHASE ORGANIZATION: _________________________________________ LIGHTING MANUFACTURER_______________________________________ PHONE_________________ SIGNATURE____________________________________________________ DATE___________________ CONTACT NAME_________________________ EMAIL ADRESS__________________________________ 88,144 0 75,386 0 Estimated number of weeks for delivery_____________________ 10-12 weeks TIPS The Interlocal Purchasing System Qualite Sports Lighting, LLC 800.933.9741 3/20/2026 Corey Lines clines@qualite.com Seventy-five thousand, three hundred eighty-six dollars Eighty-eight thousand, one hundred forty-four dollars Included in Base Quote Included in Base Quote TABLE OF CONTENTS Hamlet Park Youth Soccer, Tennis | Basketball, Hockey and Ice Skate Area Cottage Grove, Minnesota QL#23687 A B C D E F G H I J Cover Letter Equipment Layout | On and Off Field & Environmental Lighting Designs Qualite Proposal | Quote Form Photometric Reports Delivery | Light Level Guarantee Warranty Cost of Ownership Technical Information Controls & Monitoring Structural Information American Act Compliance References About Qualite K L M A Cover Letter QUALITE.COM 215 West Mechanic Street • Hillsdale, MI 49242 800-933-9741 March 19, 2026 To Whom It May Concern: We respectfully submit the enclosed documentation for your review and consideration regarding the Hamlet Park Youth Soccer, Tennis | Basketball, Hockey and Ice Skate Area project. This package includes product designs, specifications, warranty information, lighting controls, and all other items requested within the project’s scope. Qualite Sports Lighting, LLC is proud to offer our GameChanger™ LED Gen 4 Lighting System as a comprehensive solution for this project. With more than 40 years in the sports lighting industry, Qualite, headquartered in Hillsdale, Michigan, is an established original equipment manufacturer specializing in the design, construction, and installation of high-performance outdoor lighting systems. We have successfully completed thousands of lighting projects across the United States, Canada, and various international markets. As a privately-held company, we are committed to the quality, innovation, and long-term performance of our products. The GameChanger™ Lighting System, proposed for the Hamlet Park Youth Soccer, Tennis | Basketball, Hockey and Ice Skate Area project, is fully compliant with the Buy American Act. Our Gen IV fixtures feature advanced TIR (Total Internal Reflection) lensing, ensuring optimal light control, precision placement, and minimal spill — delivering superior performance both on and off the field. Our system includes a fully-integrated remote equipment enclosure that houses all major components — drivers, fusing, power supplies, power scrubber, lightning and surge protection and control systems. The RAB Lighting controls are rigorously tested both in the field and at our engineering facility, providing reliable scheduling, remote monitoring, and operational control. Additionally, every GameChanger™ fixture is backed by an industry-leading 25-year "bumper-to-bumper" warranty, offering full coverage for all parts and labor at no additional cost to the end user. We are confident in our ability to meet and exceed the project specifications and would welcome the opportunity to support the Hamlet Park Youth Soccer, Tennis | Basketball, Hockey and Ice Skate Area project with our trusted lighting solutions. Please feel free to reach out with any questions or requests for further information. Thank you for your consideration. We look forward to the opportunity to collaborate with you. Corey C. Lines Sr Lighting Designer/Sales Manager | Qualite Sports Lighting, LLC C: 309.242.3861 | F: 517.437.3146 clines@qualite.com B Equipment Layout | On & Off Field & Environmental Lighting Designs C Qualite Proposal | Quote Form Project: Hamlet Park Lighting Date: 3/20/2026 Location: Minnesota QL#: 23687D1-SF11393 Quotation Qualite Lighting GAMECHANGER™ Q-LED System Price, As Detailed Below $88,144 System Includes 4 -GameChanger Gen 4 Full fixtures pre-aimed, pre-wired and fully assembled on light stanchion. Gen 4 features silicone optics, a protective cover, skived heat sink and individualized visoring on each light engine. UL-Listed driver/distribution cabinet - containing a surge protector and power line filter - that is fully-assembled, fully-wired and to be mounted 10' above grade. (4F - 4 Fixtures) One on Poles S1-4. 1 -On/Off GameChanger™ Switch 1 -Field Audit 16 -GameChanger Gen 4 Visor 1 -25-Year, Maintenance-Free Warranty 1 -Project Design & Engineering Services 4 -70' MH Galvanized steel, anchor-base sports lighting pole. EPA of 8. 110 MPH per Minnesota Building Code IBC 2018, Exposure Category C. Poles S1-4.1 -Q-LED Wireless Controls: DLC-Listed; verified and approved by SSL Labs; and UL2900-01-Listed; first networked lighting control system listed for Cyber security. Download the Lightcloud app from Google Play or the App Store 1 -Foundation Design 1 -Pre ship of bolts & templates QUALITE.COM 215 West Mechanic Street • Hillsdale, MI 49242 800-933-9741 Contract: 24060301 Sales tax, labor, unloading and install of equipment is not included as part of this quotation. Soccer Field Hamlet Park Cottage Grove, Minnesota Project: New lights and new poles on 1 soccer field Light Levels: Soccer Field: A 25FC average LED design Poles: 4 70' MH galvanized steel sports lighting poles Installation: This is a materials-only proposal Controls/Warranty/Shortages/Freight Damage/Replacement Parts •Controls: If the invoice is not paid in full in 30 days, the controls will be deactivated and there will be a $1,900 reactivation fee. •Warranty: Outstanding invoices, in excess of 90 days, shall temporarily void all warranties until invoice is paid in full unless other terms are agreed upon by all parties. Damage or misalignment caused by vandalism, abuse, adverse weather conditions, twisting or improper installation of poles will not be warrantied.•Shortages/Freight Damage: In the event there is a piece shortage or damage at the time of delivery, the Bill of Lading or Freight Receipt must be signed short/damaged or Qualite Sports Lighting, LLC cannot guarantee that parts can be replaced on a no-charge basis. Any hidden shortages will be handled directly from Qualite Sports Lighting, LLC. Hidden shortages must be reported within 10 days, in written form, after receipt of shipment. Replacement parts will be shipped by common carrier only. Expedited delivery is the responsibility of the customer. Qualite Sports Lighting, LLC cannot be responsible for back-charges due to damages, delays, construction schedules, shortages or expedited delivery service.•Replacement Parts: Any damaged or shortage parts will be replaced directly from Qualite Sports Lighting, LLC. Back-charges for locally-purchased replacement parts will not be honored without prior Qualite Sports Lighting, LLC written authorization. QUALITE.COM  215 West Mechanic Street • Hillsdale, MI 49242 800-933-9741 Project: Hamlet Park Lighting Date: 3/20/2026 Location: Minnesota QL#: 23687D1-SF11393Contract: 24060301 Cooperative Purchasing •COSTARS: The Commonwealth of Pennsylvania's Cooperative Purchasing Program. www.costars.state.pa.us. Contract: 014-E22-262. •TIPS: The Interlocal Purchasing System. www.tips-usa.com. Contracts: Sports Facility Lighting, 21120301, 21120302; Trades, Labor and Materials (JOC), 23010401; Lighting Systems, Parts and Installations, 24060301; and Lighting Systems, and Installations (JOC), 24060302. Design Disclaimer •This information is confidential and proprietary to Qualite Sports Lighting, LLC and is not to be revealed or distributed to others without the permission of Qualite Sports Lighting, LLC or used in any manner detrimental to the interest of Qualite Sports Lighting, LLC.•Guaranteed for the rated life of the lamp within +/- 10% of the light level indicated. Based on the proper installation, voltage +/- 3%, pole placement and mounting height within 3 feet of specified location and height. Poles to comply with current AASTHO Standards.•Individual points may vary from predictions. Uniformities guaranteed to meet the IESNA's recommendation (unless shown higher due to design criteria). Quote and Payment Terms/Delivery of Products This quote is valid for 30 days. The price of concrete poles is also good for 90 days, however the price of steel poles is good for 30 days because of changing steel and tariff charges. Fifty percent (50%) of the purchase price will be required at the time of order placement. Forty percent of the contract balance is due before shipment and the balance is due 30 days from date of the invoice. A late payment fee of 1.5% per month or 18% annual interest will be charged on accounts 30 days or more past due. All invoices are due within payment terms, regardless of construction schedules or other delays, unless prior arrangements have been made in writing. For orders outside the United States of America, payment terms are fifty percent (50%) down in U.S. dollars via wire transfer and balance is to be paid in full prior to shipping. Any order under $10,000 must be paid in full prior to shipment of products. Delivery of Qualite Sports Lighting products should be expected eight (8) to ten (10) weeks from signed submittal release unless prior arrangements have been made. Project: Hamlet Park Lighting Date: 3/20/2026 Location: Minnesota QL#: 23687D1-SF11394 Quotation Qualite Lighting GAMECHANGER™ Q-LED System Price, As Detailed Below $75,386 System Includes 3 -GameChanger Gen 4 Full fixtures pre-aimed, pre-wired and fully assembled on light stanchion. Gen 4 features silicone optics, a protective cover, skived heat sink and individualized visoring on each light engine. UL-Listed driver/distribution cabinet - containing a surge protector and power line filter - that is fully-assembled, fully-wired and to be mounted 10' above grade. (2F - 2 Fixtures) Two on Pole P3 and one on Pole P2. 1 -GameChanger Gen 4 Full fixtures pre-aimed, pre-wired and fully assembled on light stanchion. Gen 4 features silicone optics, a protective cover, skived heat sink and individualized visoring on each light engine. UL-Listed driver/distribution cabinet - containing a surge protector and power line filter - that is fully-assembled, fully-wired and to be mounted 10' above grade. (4F - 3 Fixtures) One on Pole P1. 1 -GameChanger Gen 4 Full fixtures pre-aimed, pre-wired and fully assembled on light stanchion. Gen 4 features silicone optics, a protective cover, skived heat sink and individualized visoring on each light engine. UL-Listed driver/distribution cabinet - containing a surge protector and power line filter - that is fully-assembled, fully-wired and to be mounted 10' above grade. (4F - 4 Fixtures) One on Pole P4. 2 -On/Off GameChanger™ Switch 1 -Field Audit 16 -GameChanger Gen 4 Visor 1 -25-Year, Maintenance-Free Warranty 1 -Project Design & Engineering Services 2 -50' MH Galvanized steel, anchor-base sports lighting pole. EPA of 8. 110 MPH per Minnesota Building Code IBC 2018, Exposure Category C. Poles P1 and P4. QUALITE.COM 215 West Mechanic Street • Hillsdale, MI 49242 800-933-9741 Contract: 24060301 Sales tax, labor, unloading and install of equipment is not included as part of this quotation. Tennis, Basketball, Hockey and Ice Skating Area Hamlet Park Cottage Grove, Minnesota Project: New lights and new poles on 2 tennis courts, 2 basketball courts, 1 hockey rink and 1 ice skating area Light Levels: Tennis Courts: A 32 Foot Candle (FC) average LED design Basketball Courts: A 30FC average LED design Hockey Rink: A 27FC average LED design Ice Skating Area: A 9FC average LED design Poles: 4 50' MH galvanized steel sports lighting poles Installation: This is a materials-only proposal 1 -50' MH Galvanized steel, anchor-base sports lighting pole. EPA of 6. 110 MPH per Minnesota Building Code IBC 2018, Exposure Category C. Pole P2. 1 -50' MH Galvanized steel, anchor-base sports lighting pole. EPA of 9. 110 MPH per Minnesota Building Code IBC 2018, Exposure Category C. Pole P3. 1 -Q-LED Wireless Controls: DLC-Listed; verified and approved by SSL Labs; and UL2900-01-Listed; first networked lighting control system listed for Cyber security. Download the Lightcloud app from Google Play or the App Store 1 -Foundation Design 1 -Pre ship of bolts & templates QUALITE.COM 215 West Mechanic Street • Hillsdale, MI 49242 800-933-9741 Project: Hamlet Park Lighting Date: 3/20/2026 Location: Minnesota QL#: 23687D1-SF11394Contract: 24060301 Controls/Warranty/Shortages/Freight Damage/Replacement Parts •Controls: If the invoice is not paid in full in 30 days, the controls will be deactivated and there will be a $1,900 reactivation fee. •Warranty: Outstanding invoices, in excess of 90 days, shall temporarily void all warranties until invoice is paid in full unless other terms are agreed upon by all parties. Damage or misalignment caused by vandalism, abuse, adverse weather conditions, twisting or improper installation of poles will not be warrantied.•Shortages/Freight Damage: In the event there is a piece shortage or damage at the time of delivery, the Bill of Lading or Freight Receipt must be signed short/damaged or Qualite Sports Lighting, LLC cannot guarantee that parts can be replaced on a no-charge basis. Any hidden shortages will be handled directly from Qualite Sports Lighting, LLC. Hidden shortages must be reported within 10 days, in written form, after receipt of shipment. Replacement parts will be shipped by common carrier only. Expedited delivery is the responsibility of the customer. Qualite Sports Lighting, LLC cannot be responsible for back-charges due to damages, delays, construction schedules, shortages or expedited delivery service.•Replacement Parts: Any damaged or shortage parts will be replaced directly from Qualite Sports Lighting, LLC. Back-charges for locally-purchased replacement parts will not be honored without prior Qualite Sports Lighting, LLC written authorization. Cooperative Purchasing •COSTARS: The Commonwealth of Pennsylvania's Cooperative Purchasing Program. www.costars.state.pa.us. Contract: 014-E22-262. •TIPS: The Interlocal Purchasing System. www.tips-usa.com. Contracts: Sports Facility Lighting, 21120301, 21120302; Trades, Labor and Materials (JOC), 23010401; Lighting Systems, Parts and Installations, 24060301; and Lighting Systems, and Installations (JOC), 24060302. Design Disclaimer •This information is confidential and proprietary to Qualite Sports Lighting, LLC and is not to be revealed or distributed to others without the permission of Qualite Sports Lighting, LLC or used in any manner detrimental to the interest of Qualite Sports Lighting, LLC.•Guaranteed for the rated life of the lamp within +/- 10% of the light level indicated. Based on the proper installation, voltage +/- 3%, pole placement and mounting height within 3 feet of specified location and height. Poles to comply with current AASTHO Standards.•Individual points may vary from predictions. Uniformities guaranteed to meet the IESNA's recommendation (unless shown higher due to design criteria). Quote and Payment Terms/Delivery of Products This quote is valid for 30 days. The price of concrete poles is also good for 90 days, however the price of steel poles is good for 30 days because of changing steel and tariff charges. Fifty percent (50%) of the purchase price will be required at the time of order placement. Forty percent of the contract balance is due before shipment and the balance is due 30 days from date of the invoice. A late payment fee of 1.5% per month or 18% annual interest will be charged on accounts 30 days or more past due. All invoices are due within payment terms, regardless of construction schedules or other delays, unless prior arrangements have been made in writing. For orders outside the United States of America, payment terms are fifty percent (50%) down in U.S. dollars via wire transfer and balance is to be paid in full prior to shipping. Any order under $10,000 must be paid in full prior to shipment of products. Delivery of Qualite Sports Lighting products should be expected eight (8) to ten (10) weeks from signed submittal release unless prior arrangements have been made. ***This document and its information shall not be reused without the written consent of Sports Lighting Authority*** QUOTE FORM LIGHTING MATERIALS HAMLET PARK YOUTH SOCCER, TENNIS/BASKETBALL, HOCKEY & ICE SKATE AREA CITY OF COTTAGE GROVE The information provided shall be in compliance with the LED lighting specifications for the materials and equipment quote provided by approved lighting manufacturers. By signing this document, all specification requirements have been met. Quotes shall remain good for 45 days after opening regarding contract approval. The lighting materials shall be tax-exempt sold directly from the lighting manufacturer to the City. The following quote is for materials only by the lighting manufacturer and shall be in conformance with the specifications. Light scans, lighting layouts, cut-sheets, and supporting documents shall be provided by the lighting manufacturer along with the quote. Quotes will be reviewed and awarded based on the lighting system meeting performance requirements and material cost. Soccer Field - Material Base Quote (10-year warranty): Delivered cost of LED lighting system $______________________ Soccer Field - Material Alternate Quote #1 (25-year warranty): Add to material base quote for 25-year warranty $______________________ Tennis/Basketball/Hockey - Material Base Quote (10-year warranty): Delivered cost of LED lighting system $___________________ Tennis/Basketball/Hockey – Material Alternate Quote #1 (25-year warranty): Add to material base quote for 25-year warranty $____________________ NAME OF COOPERATIVE PURCHASE ORGANIZATION: _________________________________________ LIGHTING MANUFACTURER_______________________________________ PHONE_________________ SIGNATURE____________________________________________________ DATE___________________ CONTACT NAME_________________________ EMAIL ADRESS__________________________________ 88,144 0 75,386 0 Estimated number of weeks for delivery_____________________ 10-12 weeks TIPS The Interlocal Purchasing System Qualite Sports Lighting, LLC 800.933.9741 3/20/2026 Corey Lines clines@qualite.com Seventy-five thousand, three hundred eighty-six dollars Eighty-eight thousand, one hundred forty-four dollars D Photometric Reports Re ort of Test LLIA002129-004 Catalog Number: N6-3.3-V Aluminum housing and heatsink fins, two molded plastic lens frames. Formed matte black steel visor with specular hammertone aluminum visor. 198 white LEDs with silicone optics in front of each. Aimed approximately 30 degrees below horizon. Two Inventronics ESM-680S350MT LED drivers labeled as 3290mA each 480.0Vac, 60.00Hz, 2.837A, 1322.4W, 0.971PF, 6.6%THD(i) PREPARED FOR : Qualite Sports Lighting, 215 West Mechanic St, Hillsdale, MI 49242, USA Performance Summary 108608 1322.4 lm W Total Light Output Luminaire Power Luminous Efficacy Beam Spread (50%) Field Spread (10%) NEMA Type 82.1 lm/W 28.9° V x 32.2° H 60.6° V x 65.5° H 4H x 4V Illuminance at 10m Beam Distance Maximum Intensity 3229.0 lux 1136.5 Meters (to 0.25 lux) 322900.0 cd Page 1 of 10 Lab Code: 201079-0 R TESTING LightLab International Allentown, LLC 905 Harrison Street, Suite 135 Allentown, PA 18103 USA Ph: +1 484-273-0705 Fx: +1 484-209-5779 www.lightlaballentown.com North America (issuing laboratory) LightLab International 50 Redcliffe Gardens Drive Clontarf - Queensland, 4019, Australia Ph : +61 7 3283 7862 Fx : +61 7 3283 8751 www.lightlabint.com Australasia & S.E. Asia Re ort of Test LLIA002129-002 Catalog Number: N4-3.3-V Aluminum housing and heatsink fins, two molded plastic lens frames. Formed matte black steel visor with specular hammertone aluminum visor. 198 white LEDs with silicone optics in front of each. Aimed approximately 30 degrees below horizon. Two Inventronics ESM-680S350MT LED drivers labeled as 3290mA each 479.9Vac, 60.00Hz, 2.844A, 1325.6W, 0.971PF, 6.6%THD(i) PREPARED FOR : Qualite Sports Lighting, 215 West Mechanic St, Hillsdale, MI 49242, USA Performance Summary 129849 1325.6 lm W Total Light Output Luminaire Power Luminous Efficacy Beam Spread (50%) Field Spread (10%) NEMA Type 98.0 lm/W 16.7° V x 19.3° H 38.8° V x 44.4° H 4H x 3V Illuminance at 10m Beam Distance Maximum Intensity 7881.0 lux 1775.5 Meters (to 0.25 lux) 788098.4 cd Page 1 of 10 Lab Code: 201079-0 R TESTING LightLab International Allentown, LLC 905 Harrison Street, Suite 135 Allentown, PA 18103 USA Ph: +1 484-273-0705 Fx: +1 484-209-5779 www.lightlaballentown.com North America (issuing laboratory) LightLab International 50 Redcliffe Gardens Drive Clontarf - Queensland, 4019, Australia Ph : +61 7 3283 7862 Fx : +61 7 3283 8751 www.lightlabint.com Australasia & S.E. Asia Re ort of Test LLIA002129-005 Catalog Number: N4W-3.3-V Aluminum housing and heatsink fins, two molded plastic lens frames. Formed matte black steel visor with specular hammertone aluminum visor. 198 white LEDs with silicone optics in front of each. Aimed approximately 30 degrees below horizon. Two Inventronics ESM-680S350MT LED drivers labeled as 3290mA each 480.1Vac, 60.00Hz, 2.840A, 1324.4W, 0.971PF, 6.5%THD(i) PREPARED FOR : Qualite Sports Lighting, 215 West Mechanic St, Hillsdale, MI 49242, USA Page 1 of 10 Lab Code: 201079-0 R TESTING LightLab International Allentown, LLC 905 Harrison Street, Suite 135 Allentown, PA 18103 USA Ph: +1 484-273-0705 Fx: +1 484-209-5779 www.lightlaballentown.com North America (issuing laboratory) LightLab International 50 Redcliffe Gardens Drive Clontarf - Queensland, 4019, Australia Ph : +61 7 3283 7862 Fx : +61 7 3283 8751 www.lightlabint.com Australasia & S.E. Asia Performance Summary 130533 1324.4 lm W Total Light Output Luminaire Power Luminous Efficacy Beam Spread (50%) Field Spread (10%) NEMA Type 98.6 lm/W 16.5° V x 17.1° H 46.4° V x 41.3° H 3H x 4V Illuminance at 10m Beam Distance Maximum Intensity 7764.0 lux 1762.3 Meters (to 0.25 lux) 776400.0 cd Re ort of Test LLIA002129-003 Catalog Number: N5-3.3-V Aluminum housing and heatsink fins, two molded plastic lens frames. Formed matte black steel visor with specular hammertone aluminum visor. 198 white LEDs with silicone optics in front of each. Aimed approximately 30 degrees below horizon. Two Inventronics ESM-680S350MT LED drivers labeled as 3290mA each 480.1Vac, 60.00Hz, 2.853A, 1330.1W, 0.971PF, 6.7%THD(i) PREPARED FOR : Qualite Sports Lighting, 215 West Mechanic St, Hillsdale, MI 49242, USA Lab Code: 201079-0 R TESTING LightLab International Allentown, LLC 905 Harrison Street, Suite 135 Allentown, PA 18103 USA Ph: +1 484-273-0705 Fx: +1 484-209-5779 www.lightlaballentown.com North America (issuing laboratory) LightLab International 50 Redcliffe Gardens Drive Clontarf - Queensland, 4019, Australia Ph : +61 7 3283 7862 Fx : +61 7 3283 8751 www.lightlabint.com Australasia & S.E. Asia Page 1 of 10 Performance Summary 129386 1330.1 lm W Total Light Output Luminaire Power Luminous Efficacy Beam Spread (50%) Field Spread (10%) NEMA Type 97.3 lm/W 22.5° V x 29.0° H 48.9° V x 61.2° H 4H x 4V Illuminance at 10m Beam Distance Maximum Intensity 5039.0 lux 1419.7 Meters (to 0.25 lux) 503900.0 cd E Delivery | Light Level Guarantee March 19, 2026 To Whom It May Concern: Once an order is placed with Qualite, we would expect two (2) w eeks for submittals to be delivered and approved. Once approved for this project, we can have lighting materials available approximately 10-12 weeks from signed submittal. We see no issue in meeting project time requirements and we think these could be improved on as we continue to coordinate with project managers. Thank you. Corey C. Lines Sr Lighting Designer/Sales Manager | Qualite Sports Lighting, LLC C: 309.242.3861 | F: 517.437.3146 clines@qualite.com First of all, we would like to thank you for choosing Qualite Sports Lighting for your lighting project. We are pleased to offer our Edison Award-winning QLED GameChanger™ Sports Lighting System to light your project. Our new LED system uses state-of-the-art technology, is completely manufactured in the United States, and adheres to the high quality standard that Qualite has built its reputation on. The enclosed layout(s) indicate the guaranteed maximum Kilowatt consumption. Qualite also guarantees the light levels and uniformities as specified; or per IESNA recommendations, if a performance specification was not provided. As a pre-aimed, pre-wired system, our guarantee requires proper input voltage and installation. We understand that sometimes unforeseen conditions can dictate layout changes, during installation and we guarantee to react and assist as quickly as possible to help ensure great results for the end user. This guarantee must exclude mounting to wooden poles; due to their tendency to twist and change the aiming. Sincerely, The Qualite Sports Lighting Team QUALITE PERFORMANCE GUARANTEE F Warranty 25-YEAR TOTAL COVERAGE WARRANTY LED GameChanger™ Lighting System Sports Lighting Application Qualite Sports Lighting provides a 25-year “total coverage warranty” to the owner for complete peace of mind at no out-of-pocket cost. What this warranty covers: Qualite warrants the GameChanger™ LED Lighting System for 25 years from failure. All fixtures and or components are covered under this warranty for the full 25 years. All necessary labor, parts, wiring, etc. will be replaced or corrected at Qualite’s expense.The use and cost of equipment (cranes, lifts or other heavy construction equipment) is included in this warranty at Qualite’s expense. What is covered and included: •Total system coverage, lights, poles, drivers, etc. •All labor •Lifts, crane or other equipment required for repair •All parts will be supplied by Qualite at no cost to owner •Light levels are guaranteed for full 25-year period •Fixture aiming and mounting is guaranteed. What is not covered: •Acts of God. (flood, lightning, tornado, etc.) •Vandalism •Damage from improper installation •Non-compliant power conditions Conditions of Service: •Adequate, pre-determined egress/ingress is required for heavy service equipment •Safe working environment for crews Response Time: •Normal non-emergency service work will be scheduled under Qualite’s normal service schedule. •Emergency service response will occur within a 24-hour period Notes: This warranty is intended for normal usage for the GameChanger™ Lighting System that would be installed on a grade school, high school sports venue, charter schools, park and recreation, college level or other venue with normal use considerations. Please contact Qualite Sports Lighting for high or extreme use facilities. G Cost of Ownership PROJECT: DESIGN #: DATE:3/19/2026 Fixture Quantity kW kWh rate Life (years)Total 29 1.3 0.13000$ 25 36,757.50$ 0 0 36,757.50$ All Maintenance Cost are covered for 25 years Total 25-Year Life-Cycle Operating Cost Annual Usage 300 H Technical Information Keep Your Neighbors in the Dark. Qualite GameChanger® Gen 4 QLED System offers the most advanced spill and glare control, making it the ideal choice when neighbors are close. It provides top-level field uniformity while reducing energy consumption for your project. With 38 years of experience in the sports lighting industry, Qualite designs and produces all products in the USA. We have thousands of installations across the country. We can also assist with the installation of lights and poles in most areas, if needed. Our 25-year full warranty includes parts & labor, ensuring a maintenance-free system for the owner. Our warranty covers both new installations and retrofit projects. Additionally, we offer remote monitoring and adjustment capabilities for added convenience. Qualite makes purchasing easy through national cooperative purchasing contracts. We provide project management to ensure a smooth process from start to finish. If you haven’t compared Qualite Sports Lighting with other options, you have nothing to lose, and everything to gain. You’ll receive a comprehensive design and quote package from an award-winning national provider, likely at a competitive price with all the features you need. Make the better choice, with Qualite! Main: 800.933.9741 • Fax: 517.437.3146 • info@qualite.com • www.qualite.com Consider Qualite for a great option that includes everything from inception to completion of your project, including specifications, light designs, engineering, quotations, light level audit, and complete installation. Be a good neighbor with amazing light spill & glare control! Features: • Meet and exceed spill & glare control requirements to keep your neighbors happy • Driver cabinets lower on pole - no need for bucket truck to come back to your field for maintenance •Wireless controls with no operation cost to you • Entertainment package available; includes pre-set & custom scenes for field lights, dynamic & RGBA lighting •25-year warranty on parts & labor Introducing the ALL NEW GameChanger ™ Gen 4 Series! GAMECHANGERRGBA Main: 800.933.9741 • Fax: 517.437.3146 • info@qualite.com • www.qualite.com Please contact us for full technical specifications and all available options. GEN 4 GameChanger Electric Detail GEN4 Series (up to) Kw Draw 1.320 *Lumen Output 143,827 CCT 5,700 CRI >80 Weight 39 lbs. Current Amps (up to) 277v 4.76 240v 5.50 208v 6.35 480 1 Ø 2.83 480 3 Ø 1.59 (w/ balanced load) Fixture Technical Specifications Applications • Outdoor sports fields at all levels •General area lighting Ratings •IP66, -40°C to 55°C Input Power • 208v - 240v auto sensing •277v - 480v auto sensing Controls •LightCloud Gateway 4G •Onsite touchscreen or smart switch w/dimmer 49.5” (1257.3 mm) 4.5” (114.3 mm) 6” (152 mm) 49.5” (1,257.3 mm) Basic Assembly Configuration Driver Distribution Cabinet Features System Benefits High Efficiency LED • Lower power consumption • Very Low Lumen depreciation • 5700K / 80CRI Min Pre-Wired and Pre-Aimed System • Ease of Installation • Guaranteed light levels • System engineered components Nearly Instant On/Off • Allows for emergency • No warm-up/cool-down time Color-Consistency Dimmable • Maintains high denition quality lighting • Power savings and design flexibility Environmentally Safe • ROHS compliant The GameChanger Lighting System Pre-aimed, pre-wired and FULLY ASSEMBLED light racks for unequaled ease of assembly with guaranteed performance. Main: 800.933.9741 • Fax: 517.437.3146 • info@qualite.com • www.qualite.com Remote Driver Cabinet Mounted 10 ft. off the ground for safety and accessibiltity Surge Protection 100kA Rating Fail Safe Operation Built-in Thermal Disconnect Power Line Filter Reduce EMI and RFI (both direction) Controller Gateway Can be mounted in concessions, electrical room, outside, etc. Requires 120v outlet. Easy Access Driver with pullout service slides Programmable IP67 Rated Drivers with internal thermal protection power supply Wireless Controller Disconnect Pre-wired for single point disconnection Fused for redundant protection Junction box Pre-wired, pre-aimed, and pre-assembled light stanchion - lights available with full visors as shown Remote driver / Distribution cabinet (see details below) Qualite provided wire harness (internal to the pole) Control & Switching Options Control securely via cellular device utilizing 4G technology with intuitive app, or from any internet-enabled device using site cellular connection through Lightcloud gateway. Onsite Gateway RF Signal Lighting System Redundant Onsite Control Option Touchscreen and Smart Switch talk directly to the pole in the event the gateway should fall offline. Either option can be used as a redundant back-up control option or easy access onsite control without the use of cellular gateway or phone. Either unit communicates directly to pole driver enclosure. − OR − Main: 800.933.9741 • Fax: 517.437.3146 • info@qualite.com • www.qualite.com About Qualite If you haven’t compared Qualite Sports Lighting to your other options recently, you have nothing to lose and everything to gain. Discover the difference with our comprehensive design and quote package from an award-winning national provider of sports lighting. You’ll likely find a competitive price that includes all the features and functions you need. Qualite has been the sports lighting partner for high schools, colleges, parks and recreation departments, and minor and major league professional sports franchises for over 30 years. Qualite’s Q-LED GameChanger™ is the first high performance sports lighting system designed for all sports venues, from youth to professional sports stadiums, with a focus on great connectivity and functionality at affordable pricing. Let us know when you are ready to make a better choice! 25-Year Service Warranty Qualite provides a complete 25-year service and performance warranty. This warranty includes parts, labor and equipment to keep your lighting system running at it’s peak performance for a full 25 years. All service work is performed by our factory-trained service technicians. We also utilize our wireless controls for system monitoring and remote service. I Controls & Monitoring 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com The Controller is the basic building block of the Lightcloud system. Use it for switching and 0-10V dimming. Deploy it for power management. Or simply use it to extend the range of your Lightcloud mesh network. Color: Black Weight: 0.4 lbs Project:Type: Prepared By:Date: Technical Specifi cati ons Listings UL Listing:Suitable for indoor and outdoor use. Suitable for wetand damp locations.Plenum Rated IP Rating: Ingress protection rating of IP66 for dust and water DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified P roducts List and is e ligible f or rebates from DLC Member U tilities Electrical Input Voltage: 120-277 VAC, 50/60 HZ <2W (standby- 4W Active Frequencies: 50/60 Hz Current Draw: 30 mA @ 120VAC 20 mA @ 277VAC Load S witching Capacity: For Control of Magnetic, Electronic Ballast or LED 277VAC: 20A Magnetic/Resistive 240VAC: 5A Tungsten/Electronic, 20A FLA/60 LRA, 2HP 120VAC: 15A Tungsten/Electronic, 1HP Operating Temperature Range: -40°C to 40°C Storage Temperature Range: -40°C to 80°C Wireless Range Obstructions: 100 feet Need help? Tech help line: (888) RAB-1000 Email: sales@rablighting.com Website: www.rablighting.com Page 1 of 2 LC Control 20/D10 Dimensions Features Easy setup - simply power on, confirm device connectivity and call 844- LIGHTCLOUD Cylindrical design for easy installation at threaded junction boxes Cloud-based management - no software to install or maintain Connects to Lightcloud Gateway and other Lightcloud devices Connects via a secure, encrypted, and self-healing 2.4 GHz wireless mesh network Repeater Mode to extend range of wireless mesh network If power to Controller is lost, notification is shown in the Lightcloud application If communication is lost, Controller can fall back to a customizable emergency state Installation: All Light could components should be installed by a licensed electrician in accordance with local codes. Line of Sight: 1,000 ft Warranty: 10-year full hardware warranty with 100% repair/replacement coverage for all properly installed devices. See Lightcloud Warranty Terms. Overall Dimensions: 1.55" diameter, 5.75" length 1/2" NPT Mount, Male 16AWG pigtails Construction Compliance 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Project:Type: Prepared By:Date: Technical Specifications Listings UL Listing: Indoor use only DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities Input Voltage: Only use with provided power supply. 5VDC +/- 5% 100-240VAC Frequencies: 50/60 Hz Dimensions Features Connects with up to 200 Lightcloud devices Communicates with Lightcloud devices via 2.4 GHz wireless mesh network User-serviceable, built-in UPS battery backup (lasts approximately 2 hours) Cloud-based management - no software to install or maintain Connects to Lightcloud service using secure cellular 4G connection and no internet access is required Easy setup - simply power on, confirm a cellular signal and call 844- LIGHTCLOUD Before final placement of Gateway, call Qualite Sports Lighting at 800.933.9741 to confirm signal strength and placement of Gateway. LC Gateway The Gateway stores all local site information (energy monitoring, schedules, scenes, and more) and communicates with RAB's servers via private 4G cellular connection, so no internet access is required. This Gateway operates on the Verizon cellular network. Color: Black Weight: 1.3 lbs Electrical Ratings: 0.5A Operating Temperature Range: -30°C to 70°C Storage Temperature Range: -40°C to 85°C (-40°F to 185°F) Electrical 10-year full hardware warranty with 100% repair/replacement coverage for all properly installed devices. See Lightcloud Warranty Terms. Other Maximum Relative Humidity: 95% Compliance Warranty: The Lightcloud Dimmer is an in-wall device that delivers remote switching, dimming and scene control. Easily trigger one of your scenes, or toggle between multiple scenes. Color: White Weight: 0.4 lbs UL Listing: Indoor use only Electrical Installation:All Lightcloud components should be installed by a licensed electrician in accordance with local codes. Input Voltage: 120V through 277V Frequencies: 50/60 Hz Electrical Ratings:14mA@120VAC10 mA @ 277VAC Storage Temperature Range:-40°C to 85°C (-40°F to 185°F) Construction Operating Temperature Range: 0°C to 40°C Maximum Relative Humidity: 85% Wire Gauge: 18AWG grounding; terminals supporting up to 12AWG wire Line of Sight: 1000 ft Obstructions: 100 ft Other Warranty: 10-year full hardware warranty with 100%repair/replacement coverage for all properly installed devices. See Lightcloud Warranty Terms. Technical Specifications Listings Compliance Wireless Range Dimensions Features In-wall device for switching, dimming and scene control Switch and dim individual fixtures or entire zones Dimming features both fade on/off and rapid full-on Assign scenes to top and/or bottom buttons Set the max trim level for a zone or fixture to save energy Use together with Lightcloud Controller or Sensor devices LC Dimmer Switch 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Access is restricted by site, passwords, t wo-factor authentication, and user-level permissions. Ever y network uses its own keys, so a compromise would be isolated to a single location. Password best practices and t wo-factor authentication ensure individual users' passwords are secure and used only by the intended user. User-level permissions ensure users only have access to the controls they need. Lightcloud updates go through a rigorous evaluation period in an isolated environment before being released to devices. Evaluations include internal and external audits and penetration tests. This keeps Lightcloud security constantly ahead of any would-be intruders. Working with external agencies to evaluate our security validates our efforts to be the most secure lighting controls system available. Our internal security team is constantly improving our system to exceed securit y guidelines, keeping us several steps ahead. Lightcloud Takes Security Seriously THE FIRST NETWORKED LIGHTING CONTROL SYSTEM LISTED FOR CYBER SECURIT Y! 5 Layers of Security All Lightcloud data communication is isolated from other networks. Lightcloud isn't affected by compromises to computer networks or dependent on utilizing existing IT infrastructure. Only Lightcloud devices are suppor ted by the Lightcloud network — isolating it from interference and manipulation. Isolation Lightcloud uses end-to-end encryption (E2EE) — data transmission is always encrypted. If data were to be accessed, it wouldn't be readable. That encryption remains whether it's between devices, cellular, or accessed via the web. Your data is always secure. Encryption Restriction Prevention Verification We take our users’ securit y and privacy concerns seriously and strive to be transparent about our security infrastructure and practices. We secure our devices and data at ever y level of communication, from the site to the cloud, with 5 layers of security. Call Us Anytime: 1 (844) - LIGHTCLOUD 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Gateway Cell Tower Lightcloud Data Center VPNPRIVATE 3G 3G On-Site Security: Device Communication Uplink: Private Cellular to Cloud Lightcloud is a networked lighting control system with Devices communicating over a secure wireless mesh network. At the 802.15.4 wireless level, we provide an encrypted and secure joining process that includes unique network keys for ever y installation and AES 128-bit encrypted network communications. At no time does any data travel unencrypted. Additionally, only products manufactured by RAB can communicate over the Lightcloud network. The Gateway communicates to the cloud-based services via dedicated, private 128-bit and 256-bit encrypted 3G cellular connections. Our secure connection operates completely independently from your IT infrastructure. The Gateway provides the communications between the 802.15.4 network and the 3G wireless network. In addition to standard 3G encryption, all data over the cell network travels on a private allocation of cellular addressing over an encrypted VPN (virtual private network) between the Gateways and our private data center. AES 128-Bit Encrypted Data Transmission is ALWAYS Encrypted No 3rd Party Products on Network 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Computer / Phone Lightcloud Servers Energy Usage RSA 2048-Bit Encryption SHA-2 SSL Certicate Lighting Controls Encrypted Data Storage Schedule Cloud Infrastructure: Communication and Storage Access & Control: User-Level Security We communicate entirely via SSL TLS — including client communications with servers that interface with our backend servers, which protects communications by using both server authentication and data encryption. Our application endpoints use industry-leading RSA 2048-bit encryption and have DigiCer t SHA-2 SSL Certificates. Our servers employ a robust physical security program with multiple certifications. The cloud storage method also guarantees information won't be lost, by creating redundancies on servers around the world. If a Lightcloud Network were compromised, no sensitive user data would be accessible. User data on Lightcloud is limited to email addresses and lighting controls, so sensitive information is safe. Industry-standard password management protocols are employed, including requirements for length and strength. Strong passwords are important and can be layered with two-factor authentication (2FA) for extra protection. This extra layer of protection can be especially important for administrative users such as systems management and support. Finally, user restrictions ensure access is granted for specific controls for each user. Whenever phones and computers are used to control Lightcloud, each adjustment is logged by user, so if a user's account is ever compromised, that user can immediately be removed or their password changed. Strong Passwords Two-Factor Authentication 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Testing & Vulnerability Management: Monitoring & Development System functionality and design changes are verified in an isolated test “sandbox” environment and subjected to functional and securit y testing prior to deployment to active production systems. By testing in an isolated environment without live site data, we ensure no data can be compromised while testing. Once security and functionality is verified, changes are rolled out in stages. Securit y is an ever-moving target, so we use both internal and 3rd par ties to perform quar terly penetration tests and security audits to verif y that we are meeting the stric t guidelines we have established. Securit y audits look at the system's hardware/devices, network/server, and the user interfaces/software. Even with physical access to our hardware, none of our security par tners have been able to compromise our system at any level. Our security par tners are security experts trusted by Fortune 500 Global Companies including GE, Intel, Microsoft, and Samsung. Sandbox Security Audits 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com We've designed a ver y secure ecosystem with layered protection, and two independent agencies — SSL Labs and UL — recognize our security superiority. THE FIRST NETWORKED LIGHTING CONTROL SYSTEM! UL created the 2900-01 standard of software cybersecurit y for network-connectible products and was published as an ANSI (American National Standards Institute) standard. UL evaluated and tested our devices for vulnerabilities, software weaknesses and malware, including risk management and controls in the architecture and design of the product. Scanned for malware on the binaries UL tests performed: Subjected to malformed traffic data After careful evaluation, UL found our Devices and software exceeded or met all of their requirements, and listed our system as the first UL 2900-01 listed networked lighting control system. SSL Labs verified and approved our SHA-2 SSL Certificate, inspected our encrypted network communication protocol based on protocol, key exchange, and cipher strength, and determined our securit y to be of the highest rating. We strive to adopt the latest most secure securit y protocols and procedures to keep customer data and sites safe. Scanned for vulnerabilities from the NIST National Vulnerability Database (NVD) Scanned for weaknesses in the source code and binaries Ran penetration tests to circumvent controls and security, engage the product in denial of service, access and authentic on the product via unauthorized means, attempt to exploit vulnerabilities acceptable in the risk analysis, elevated privilege on the product, man in the middle attacks Applications: Trusted Everywhere Lightcloud is trusted by airports, civic centers, hospitals, hotels, manufacturers, municipal buildings, retailers, sheriff's offices, stadiums, and many other security-sensitive applications. Lightcloud is securely controlling lights all over the countr y and is ready for your application. For more information on current Lightcloud customers, see our Select Sites document. For more information on how Lightcloud can fit into your specific application, give us a call at 1 (844) - LIGHTCLOUD Verification: 3rd-Party Certification Evaluated securit y protocols for access control and authentication, remote connections, software integrity, cryptography, security logs, and decommissioning A 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com Glossary AES is a securit y standard adopted worldwide and by the US Government. AES is also approved as a cipher for top- secret information at the NSA (National Security Agency). For 128-bit encryption, data is placed in an array, then there are 10 rounds of processing information (substitute, transpose, and mixing of text). 128-Bit encryption has a block and key length of 128 bits. A VPN is a secure, encrypted tunnel that is only accessible by authorized users. VPNs allow information to be safely transmitted over otherwise insecure network s by encrypting the data. If a network is penetrated, the data can't be read and is displayed as meaningless text. Secure Sockets Layer and Transport Layer Securit y are cryptographic protocols for secure, private communication over a network from the server to the browser. The symmetric encryption keys are created for each communication and are unique to each connection. The connection can't be interrupted by an attacker in the middle of the connection or viewed by eavesdroppers. The identities of both the server and the user via the access point is known to the connection. Each message sent has an integrity check to ensure data is transmitted securely and properly. 2FA is an extra layer of securit y for your Lightcloud login that ensures that you're the only person who can access your account, even if someone knows your password. Each time you log in on a new device, a unique code will be texted to you. This unique code is required along with your password to log in to your user account. 2FA is generally reserved for account administrators or highly security-sensitive locations. User restrictions limit access to specific lighting controls and management. System administrators can be given complete control over the system. Other users can be given access to all of the scenes and zones or user-specific controls. By restricting access to only the lights users need to access, it's simpler for the users and more secure. An isolated testing environment that has no connection to a "live" system is a sandbox. If a sandboxed environment is compromised, it has no effec t on the system and no user data can be compromised. By testing in a sandbox, vulnerabilit y and stabilit y can be verified before releasing to customers. Lightcloud Devices, networks, and user interfaces are tested internally and by 3rd-par ty security experts to look for potential securit y oversights. A private allocation of AT&T and Verizon third- generation networks dedicated to Lightcloud. Data is encrypted and transmitted via a VPN to the highly secure Lightcloud Cloud. AES 128-Bit Encr yption Virtual Private Network (VPN) User Restrictions Sandbox Penetration Audits Private 3G 2-Factor Authentication (2FA) SSL TLS COMPLETE control at any time! n Schedulethe lights tocome on oroff and dimfor securityand safety! n Build acompletescheduleahead of time; set itand forget it! n Manage the schedule fromanywhere with your phone,computer, laptop or tablet! n The first UL2900-01-Listed NetworkedLighting Control System! J Structural Information GENERAL NOTES: 1. DRILLED PIERS HAVE BEEN DESIGNED IN ACCORDANCE TO THE 2020 MINNESOTA BUILDING CODE(IBC 2018), ASCE7-16 AND ACI BUILDING CODE 318-14. 2.DESIGN WIND PRESSURE ARE BASED ON A VAso -90 MPH WIND SPEED (VBAS1c -116 MPH WIND SPEED) AND PER AASHTO LTS6 2013. 3.DRILLED PIER DESIGN ARE BASED ON THE MAXIMUM REACTIONS (ASD) PROVIDED BY QUALITE SPOTRS LIGHTNING,LLC . LIGHT POLES ARE DESIGNED FOR: 70' POLE MOMENT HORIZONTAL AXIAL =66.884 K-FT =1.50 K =2.18 K 4. CONCRETE FOUNDATION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 5. DRILLED PIERS DESIGNS ARE BASED ON PRESUMPTIVE SOIL PARAMETERS FROM IBC 2018 TABLE 1806.2. SOIL CLASSIFICATION ARE AS FOLLOWS: ALLOWABLE LATERAL PRESSURE ............... 100 PSF /FT ALLOWABLE END BEARING PRESSURE ....... 1,500 PSF 6. CONTRACTOR SHOULD ENGAGE WITH THE GEOTECHNICAL-ENGINEER-OF-RECORD (GER) IN THE REVIEW OF THIS FOUNDATION IN ORDER TO PROVIDE ANY ADDITIONAL GEOTECHNICAL RECOMMENDATIONS. OBSERVATIONS DURING PIER DRILLING SHOULD INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS: • VERIFICATION OF PROPER BEARING STRATA AND CONSISTENCY OF SUBSURFACE STRATIFICATION WITH REGARD TO BORING LOGS. • PROPER HANDLING OF ANY OBSERVED WATER SEEPAGE AND SLOUGHING OF SUBSURFACE MATERIALS, • NO MORE THAN 2 INCHES OF STANDING WATER SHOULD BE PERMITTED IN THE BOTTOM OF PIER HOLES. 7. CONTRACTOR SHALL MAINTAIN HOLE SIDEWALLS STABILITY DURING DRILLING. REMOVE LOOSE MATERIAL AND KEEP EXCAVATION FREE OF WATER. PROVIDE ANY MEANS TO MAINTAIN THE DRILLED HOLE DRY. REFER TO ACI 336.3R-14 CHAPTER 5 FOR CONSTRUCTION MEANS AND METHODS. PLACE CONCRETE AS SOON AS PRACTICAL AFTER COMPLETION OF EXCAVATION AND THE CONDITIONS HAVE BEEN ACCEPTED BY THE OWNER'S REPRESENTATIVE-GEOTECHNICAL ENGINEER. CLIENT: &,AltLElt m □�0Doo□0 QUALITE SPORTS LIGHTNING, LLC 215 W. MECHANIC RD, HILLSDALE, Ml STRUCTURAL ENGINEERS 4055 INTERNATIONAL PLAZAo SUITE 540 o FORT WORTH TEXAS 76109 PHONE: 817-332-1074 tom@thesadler rou .com PROJECT: TYPICAL PROJECT NO. 26-179 DATE: 03/06/26 PRODUCT: LIGHT POLES PIERS DRAWN BY: SHEET NO. VNR so TYPICAL 70' POLE 0 I N I EPA= 14 FT' I ANCHOR BOLTS(6)1 ½"11lx54" N � u -co - ----rj=- . 4 4 . < �- ' ' .. ' 4 ' . . ' ' . ' 4 . ' " ·' ' ll'. n _, u l,, 3'-6" DIA. &,AltLllt m□�aD00□0 STRUCTURAL ENGINEERS 4055 INTERNATIONAL PLAZAoSUITE 540 o FORT WORTH TEXAS 76109 PHONE: 817-332-1074tom@thesadler rou .com . � . ' " 70' POLE 1" CHAMFER 4 TIES NEW CONDUIT �-.; #4 TIES @ 16 in. O.C•·' . ' ' .. t <D l )\ CLIENT: QUALITE SPORTS LIGHTNING,215 W. MECHANIC RD, HILLSDALE, Ml PROJECT: PROJECT NO. 26-179 DATE: 03/06/26 LLC 3'-6" DIA 12" LAP SECTION SCALE: 3/8"=1 '-0" PRODUCT: #4 TIES @16" o.c.16#7 LIGHT POLES PIERS DRAWN BY:SHEET NO. VNR S1 TYPICAL 70' POLE (50' POLE APPROX 8' BURIAL, 36" DIAMETER) K American Act Compliance March 19, 2026 Re: Buy American Compliance To Whom it May Concern: We are confirming compliance with "Buy American Act." This project contains 38% of its costs for foreign goods and 62% of its costs are for domestic products. Please reach out should you have questions. L References GameChanger References info@qualite.com800.933.9741 Wink ISD - Football and Practice Field Brian Gibson Athletic Director 432-448-2255 bgibson@wlisd.net Savannah County Day High School – Football and Track Rich LaRossa Director of Operations E: rlarossa@savcds.org P: (912) 657-5692 Savannah, Georgia Sonoraville Softball Ron Norrell E: rnorrell@gcbe.org P: (770) 548-1771 Calhoun, Georgia Turner Lake and City Pond Park – Baseball retrofit Kale Curtis Deputy Director E: kcurtis@co.newton.ga.us P: (678) 794-1772 Covington, Georgia Kings Ridge – Baseball and Soccer Troy Schultz Director of Facilities E: troy.schultz@kingsridgecs.org P: (770) 754-5738 x333 Alpharetta, Georgia Baldwin County – Multi-Field Complex Carlos Francisco Tobar County Manager (478) 445-4791 ctobar@baldwincountyga.com Bushland ISD - Football and Track Dr. Tom Giles Superintendent tom.giles@bushlandisd.net 903.880.8589 The Ballpark at League City - 9 Ballfields Angelo Chiarello Assistant General Manager 281.316.3400 angelo.chiarello@leaguecitytx.gov Publix Sports Park – Multi use fields Rick Whorton Facilities Manager P: (850) 588-4905 Panama City Beach, Florida Louisville Parks and Recreation – Tennis, Football, Soccer, Pickleball Jason T. Canuel Director E: jason.canuel@louisvilleky.gov P: (502) 439-7694 Louisville, Kentucky Cheatham County Schools – Football Stadium Jeff Hobbs District Athletic Director E: jeff.hobbs@ccstn.org P: (615) 545-8566 Ashland City, Tennessee Bay District Schools – High School Fields John Rigdon Project Manager E: rigdonjn@bay.k12.fl.us P: (850) 814-6230 Panama City, Florida Thompson Turner Construction – Football Stadium and band practice area Ryan Davis Project Manager E: rdavis@thompsonturner.com P: (864) 978-8877 Greenville, South Carolina  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV 5 Winchester Gun Club Trap & Skeet Range, North Shore Trap & Skeet, Franksville, WI  St. Mary's Memorial High School Football Stadium, St. Mary's OH  Hart High School Football Stadium & Track, Hart Public Schools, Hart, MI  Harrison High School Tennis Courts, Tippecanoe School Corporation, West Lafayette, IN  Seeger High School Football Stadium & Track, MSD of Warren County, West Lebanon, IN  Guerin Catholic High School Soccer Field, Noblesville, IN  Spalding Park Baseball, Champaign Park District, Champaign, IL  Rec Fields Football & Softball, University of Illinois-Springfield, Springfield, IL  Sibley-Ocheyedan Community School District Football Stadium & Track, Sibley, IA  McInnis Park Golf Center Driving Range, Tayman Park Golf Group, Inc, San Rafael, CA  Augusta National Golf Club, Augusta, GA  McDonald High School Football & Track, McDonald, OH  Rocori High School Football & Soccer, Cold Spring, MN  Miller Park Soccer, Eden Prairie, MN  Rogers Stadium Football, Tulsa Public Schools, Tulsa, OK  Robert's Field at the Roy Anderson Sports Complex, Big Spring, TX  Itasca Intermediate School District Baseball & Softball, Itasca, TX  Edmond Tennis Center, Intermediate School District #12, Edmond, OK  Hughes Springs High School Football, Hughes Springs Intermediate School District, Hughes Springs, TX  Rice Consolidated Intermediate School District Softball & Baseball, Altair, TX  Panama City Beach Sports Complex, Panama City Beach, FL  Itasca Independent School District Baseball & Parking Lot, Itasca, TX  Wink High School Football Stadium & Track, Wink-Loving Intermediate School District, Wink, TX  Van Vleck Intermediate School District Football Stadium, Van Vleck, TX  Ingleside Intermediate School District Football Stadium, Ingleside, TX  Drive Time Parking Area, Lot & Building, Fort Worth, TX  Crowell Intermediate School District Football Stadium, Crowell, TX  Drive Time Car Storage, San Antonio, TX  Iron Tee Golf, Bettenderf, IA  Marianna High School Baseball Field, Jackson County Schools, Marianna, FL  Lake Nona Beach Volleyball, Orlando, FL  South Walton Sports Complex, Baseball & Multi- Purpose Fields, Walton County Board of Commissioners, Defuniak Springs, FL  Big Corkscrew Island Regional Park Baseball, Multi- Purpose, Pool, Pool Square, Event Lawn Area, Basketball, Pickleball & Tennis, Naples, FL  Tommy Oliver Stadium Football & Track, Bay District Schools, Panama City, FL  Mickel Park Baseball, City of Wilton Manors, Wilton Manors, FL Edmond Tennis Center Edmond, OK  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV 5 Avicenna International Soccer Complex, Oxford, FL  Wellington Community High School Park Tennis, Football & Basketball, Village of Wellington, Wellington, FL  Hammondville Baseball, Hammondville, AL  Charlie Vettiner Park Tennis Complex, Louisville, KY  Petersburg Park Tennis Complex, Louisville, KY  South Central Park Soccer Complex, Louisville, KY  Veterans Park Multi Field Complex, Mint Hill, NC  Flagler College Lacrosse Field, St Augustine, FL  East Ouchita High School Football Stadium, Brockwell, AL  Izard High School Football Stadium, Brockwell, AL  CSLA School Football Stadium, Chattanooga, TN  South Florence High School Football Stadium, Florence, SC  West Florence High School Football Stadium, Florence, SC  Wilson Florence High School Football Stadium, Florence, SC  Southside School Baseball & Softball, Florence, SC  Fairplay Park, Douglas County Parks (3)Baseball Fields, Douglasville, GA 5 Georgia State Football Stadium-Turner Field, Georgia State University Football, Atlanta, GA  North Oconee High School Baseball, Softball, Football & Soccer, Watkinsville, GA  Cedartown High School Football/Track & Bleachers, Cedartown, GA  Berrien County School Multi-Field/Track, Practice & Tennis Courts, Nashville, GA  Mount Paran Christian School Softball, Kennesaw, GA  Publix Sports Park Baseball & Soccer (13 Fields Total), Panama City, FL  Falcon Plex Multi-Purpose Field, Cedar Crest College, Allentown, PA  South Range High School Football Field & Track, South Range Athletic Boosters, Canfield, OH  Brookville High School Football Field, Brookville, PA  Bedford High School Football Field, Temperance, MI  Southwest Valley High School Football Field, Corning, IA  Chartiers Valley High School Football Field, Bridgeville, PA  Heritage Park, Bakersfield, CA  Cabot-Citrus Farms, Brooksville, FL  Hillsdale College Track & Field Events, Hillsdale, MI  North Baltimore High School Football Field, North Baltimore, OH  Jackson College Baseball & Softball, Jackson, MI  Carlson High School Football Field, Gibraltar, MI  Pittsgrove Soccer Complex, Pittsgrove, NJ  Selinsgrove High School Football Field, Selinsgrove, PA  North Hills Schools, Martorelli Stadium, Pittsburgh, PA  University of Maine-Fort Kent Soccer, Fort Kent, ME Martorelli Stadium Pittsburgh, PA  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV 5 Hempfield Area High School Football FIeld, Greensburg, PA  Sechler Park Softball Field, City of Northfield, Northfield, MN  Babcock Park Softball & Hockey, City of Northfield, Northfield, MN  Minot North High School Football, Minot, ND  Caldwell Park Football, Ocean View, NJ  Franklin Regional High School Football, Soccer & Track, Murraysville, PA  Mead Sportsplex Football, Mead School District, Mead, WA  Ridgeline High School Football, Soccer, Track & Tennis, Central Valley School District, Liberty Lake, WA  Zuni High School Sports Complex Baseball, Zuni, NM  SanTan High School Football Field, Chandler, AZ  Blanchet Catholic High School Football, Soccer, Track & Field Events, Salem, OR  Pollock Field Softball, Department of the Navy, Marine Corps Base MCHB, Hawaii  Job Corp US Forestry Service Baseball Field, US Forestry Service, White Swan, WA  Days of 47 Rodeo Arena, Salt Lake City, UT  Willard City Schools, Willard, OH  Lassonde Studio Volleyball & Basketball, University of Utah- Lassonde, Salt Lake City, UT  Burns High School Football Field, Harney County School District #3, Burns, OR  Pacific High School Football Stadium, Meramec Valley R-III School District, Pacific, MO  Boonville City Soccer Fields, City of Boonville, Boonville, MO  Riseley Field Baseball, US Marine Corps Base Hawaii, Kaneohe Bay, HI  Plant Scherer, Juliette, GA  Twelve Bridges High School Football, Soccer & Track, Western Place Unified School District, Lincoln, CA  Clay County SC Complex, Clay County, FL  Crane Union High School, Football Field, Burns, OR  Metro State University Sports Complex, Denver, CO  Lutheran High School Football Field, Parker, CO  Bradshaw Christian High School Football Stadium & Track, Sacramento, CA  Junge Stadium Football Field & Track, Joplin, MO  City of Wilcox Ballfields, Basketball Courts, Softball & Rodeo, Wilcox, AZ  Dutch Clark Football Stadium, Pueblo, CO  Double Angel Baseball Field, Parker, CO  Luckie Park-29 Palms, Twenty Nine Palms, CA  Cranford Memorial Soccer Field, Cranford Soccer Club, Cranford, NJ  Eden Community School District Soccer & Track, Eden, NY  Penn-Trafford High School Football, Harrison City, PA  Kingston High School Softball, Kingston, OK  Ballinger ISD-Bear Cat Stadium Football & Bleachers, Ballinger, TX  Brush High School, Brush, CO  Lakewood Ranch High School Football, Bradenton, FL  City Pond Park Ballfields 1-6, Covington, GA  Port Neches-Groves High School, Port Neches, TX Tiger Stadium-North Allegheny Pittsburgh, PA  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV 5 Jackson Northwest High School Football, Jackson, MI  Mecklenburg High School Football, Baseball & Softball, Baskerville, VA  Nacogdoches High School Football Stadium, Nacogdoches, TX  Putnam City West Football Stadium, Putnam City Schools Independent District No. 1, Oklahoma City, OK  Sports Field & Stadium Complex, Bay County Board of Commissioners, Panama City Beach, FL  Kings Meadow Park Basketball Courts, Miami-Dade County, Miami, FL  Shiloh Football Field, City of Fruitland Park, Fruitland Park, FL  Silo Public Schools Baseball & Softball, Silo, OK  Heartwell Golf Course, American Golf, Long Beach, FL  Rose Park Tennis Center, City of Abilene, Abilene, TX  Weatherford Intermediate School District Baseball & Softball, Weatherford, TX  Roy Anderson Sports Complex Baseball, City of Big Spring Park & Recreation, Big Spring, TX  Golf Links Practice Range, Leonard Golf Links, Fort Worth, TX  Malone High School Baseball Field, Jackson County Schools, Marianna, FL 5 Raymond High School Football/Track, Raymondville Independent School District, Raymondville, TX  Pickering High School Football Field, Vernon Parish School Board, Leesville, LA  John Walter Smith Soccer Field, Worcester County Recreation & Parks, Snow Hill, MD  Carmel Clay School District Baseball Quadplex, Carmel, IN  Plum Senior High School Football & Track, Plum Borough School District, Pittsburgh, PA  Donaldson Park Baseball, North Fayette Township, Oakdale, PA Lutheran High School Parker, CO 5 John A. Halter Shooting Sports Center Shooting Range, Trap & Skeet, Hillsdale College, Hillsdale, MI  Northwest School District Football Field, Jackson, MI  Drive Time Parking Area, Morrisville, PA  Hart High School Football Stadium & Track, Hart Public Schools, Hart, MI  Harrison High School Tennis Courts, Tippecanoe School Corporation, West Lafayette, IN  Seeger High School Football Stadium & Track, MSD of Warren County, West Lebanon, IN  Ben Davis High School Tennis Courts, Indianapolis, IN 5 Nash Park Baseball Fields, Chatham Township, NJ  Washington High School Football Field, Washington, PA  Harbor Springs High School, Ottawa Stadium, Harbor Springs, MI  Hillsdale College Baseball, Hillsdale, MI  The Woods at Creekside Baseball Complex, Creekside Community Improvement District, Parkville, MO  Rusk Intermediate School District Football Stadium, Rusk, TX  North Florida Educational Institute Football Stadium, Jacksonville, FL  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV  Shawnee Heights Unified School District 450 Football & Track, Tecumseh, KS  Kamiakin High School Soccer & Football, Kennewick School District, Kennewick, WA  Gallup-McKinley High School Football, Gallup- McKinley County Schools, Gallup, NM  Zuni High School Softball Field, Zuni Public School District, Zuni, NM  Woodland Christian High School Football Field, Woodland, CA  Somerton High School Football/Track, Somerton, AZ  Mustang Field Ballfield, Tucson, AZ  Sierra College Football/ Track, Rocklin, CA  Freeman High School Football/Track, Valleyford, WA  Regent Prep School Multi- Purpose Field, Tulsa, OK  Edcouch-Else High School Soccer, Edcouch-Else Intermediate School District, Edcouch, TX  Cottondale High School Baseball Field, Jackson County Schools, Marianna, FL  McDonough High School, Henry County Schools Baseball, Softball & Football, McDonough, GA  St. Mary's Memorial High School Football Stadium, St. Mary's, OH  Bainbridge High School, Decatur County Schools Baseball & Softball, Bainbridge, GA  Tiger Stadium Football/ Track, North Allegheny School District, Pittsburgh,PA  Stephen R. Gregg Park Softball & Soccer, County of Hudson, Bayonne, NJ  Guerin Catholic High School Soccer Field, Noblesville, IN  Ft. Simcoe Job Corps Basketball Courts & Skate Park, US Forestry Service, White Swan, WA  Cashion High School Baseball Field, Cashion Public Schools, Cashion, OK Kennesaw State Fifth Third Stadium Kennesaw, GA  Forsan High School Tennis Center, Forsan Independent School District, Forsan, TX  Hanover-Horton School District Football Field, Jackson County Schools, Horton, MI  Ella Grasso Technical High School, Groton, CT  Trinity High School Football Stadium, Camp Hill, PA  Traders Village Roller Coaster, Grand Prairie, TX  Al Diriyah Farms Golf Club Driving Range, Diyadh, Saudi Arabia  Sandhill Crane Golf Club Driving Range & Putting Green, Palm Beach Gardens, FL  North Central High School Football, Pioneer, OH  Glacial Valley Park Hockey & Basketball, Cottage Grove, MN  Greenwood Sports Complex Baseball & Softball, Greenwood, IN  Nub's Nob Ski Slope, Harbor Springs, MI  LEAD Academy Baseball & Softball, Pace, FL  Patel High School Soccer, Tampa, FL  Arnold High School Football, Panama City, FL  Cardinal Gibbons High School Football, Ft Lauderdale, FL  :0HFKDQLF6WUHHW+LOOVGDOH0,ZZZTXDOLWHFRP 4/('*DPH&KDQJHUŒ3URMHFW5HIHUHQFHV 5 South Walton High School Baseball, Santa Rosa, FL  The Heritage School Baseball & Softball, Newnan, GA  Shiloh Football/Soccer Complex Football Game & Practice Football, Fruitland Park, FL  Kennesaw State Fifth Third Stadium Football, Kennesaw, GA  Qunicy High School Football Stadium, Qunicy, WA  Capitol Futbol Club Soccer Field, Salem, OR  Clement Park Baseball, Foothills Park & Recreation District, LIttleton, CO  The Harbor School Soccer, Vashon Island Soccer Club, Vashon, WA Clement Park Littleton, CO 5 Madison High School Event Stadium Soccer, Madison School District #321, Rexburg, ID 5 Exeter Sports Field Football/Track, Exeter Public Schools, Exeter, CA 5 Kearns High School Baseball Park & Facility, Kearns, CT John A. Halter Shooting Range, Trap & Skeet-Hillsdale College Hillsdale, MI ZZZTXDOLWHFRP s Chesterfield, MOsVineyard, UTsChattanooga, TNsCharlotte SW, NCsThe Colony, TXsJacksonville, FLsSan Antonio, TXsBirmingham, ALsAlbuquerque, NMsCharlotte Univ, NCsCleveland, OHsFort Worth, TXsMiami Gardens, FLsNashville, TNsOverland Park, KSsAshburn, VAsAugusta, GAsLake Mary, FLsDoral, FLsEl Paso, TXsTucson, AZsPittsburgh, PAsLas Vegas, NVsEdison, NJsDallas, TXsAustin, TXsHuntsville, ALsAlpharetta, GAsTampa, FLsSpring, TXsRogers, ARsOmaha, NEsGilbert, AZsScottsdale, AZsRoseville, CAsSan Jose, CAsRenton, WAsRichmond, VAsFishers, INsBuford, GAsOrlando, FLsGermantown, MDsThornton, COsOntario, CAsMt. Laurel, NJsMyrtle Beach, SCsPharr, TXsGreenville, SC s Auburn Hills, MIsGreensboro, NCsOklahoma City, OKsSchaumburg, ILsVirginia Beach, VAsPompano Beach, FLsPhiladelphia, PAsCanton, MA 7RSJROI0\UWOH %HDFK6& 800.933.9741 215 W. Mechanic Street, Hillsdale, MI 49242 www.qualite.com 4/('*DPH&KDQJHUŒ7RSJROI/RFDWLRQV s Naperville, ILsWichita, KSsBaltimore, MDsNational Harbor, MDsColorado Springs, COsBrooklyn Center, MNsBoise, IDsLouisville, KY 7RSJROI0\UWOH %HDFK6& 7RSJROI0\UWOH %HDFK6& 7RSJROI0\UWOH %HDFK6& Topgolf Las Vegas, NV s Dubai, UAEsMonterrey, MexicosOberhausen, GermanysBangkok, ThailandsVienna, Austria s Katy, TXsWebster, TXsCentennial, COsSalt Lake City, UTsGlendale, AZsColumbus, OHsBaton Rouge, LAsEl Segundo, CA s West Chester, OHsSchaunburg, ILsWaco, TXsKnoxville, TNsAtlanta, GAsOklahoma City, OKsSt. Petersburg, FLsBurlingame, CA INTERNATIONAL VENUES M About Qualite QUALITE HAS OVER 40 YEARS OF EXPERIENCE IN THE STADIUM & FIELD LIGHTING INDUSTRY WHO WE ARE Qualite has been the sports lighting partner for high schools, colleges, parks and recreation departments, and minor and major league professional sports franchises for over 40 years. Qualite’s Q-LED GameChanger™ is the fi rst high performance sports lighting system designed for all sports venues, from youth to professional sports stadiums, with a focus on great connectivity and functionality at affordable pricing. LIGHTING SYSTEM DESIGN Qualite utilizes its experienced design team to develop complete lighting designs that provide code-compliant, yet energy-efficient, lighting systems. PROJECT MANAGEMENT Qualite offers complete project management to provide seamless, ontime completion of your project. WHERE ARE WE LOCATED Qualite maintains corperate operations in Hillsdale, MI, along with our manufacturing facility, sales and customer service teams. We also have offices in Hilton Head, SC and Orlando, FL. COMPLETE INSTALLATION SERVICES Allow Qualite to provide a turnkey solution. From design and manfactuing to installation by our trained factory installation and service team. Each member has extensive knowledge of our products offering code-compliant installation. 25-YEAR SERVICE WARRANTY Qualite provides a complete 25-year service and performance warranty. This warranty includes parts, labor and equipment to keep your lighting system running at it’s peak performance for a full 25 years. All service work is performed by our factory-trained service technicians. We also utilize our wireless controls for system monitoring and remote service. THE AWARD-WINNING QLED GAMECHANGER LIGHTING SYSTEM IS DESIGNED AND MANUFACTURED IN THE USA THE GAMECHANGER The art of design is clearly illustrated with the QLED GameChanger™ Lighting System. With proprietary optical lenses that provide precision lighting on and off the field, the GameChanger is designed for performance and energy savings. The GameChanger is factory-aimed and guaranteed to perform as designed for 25 years. INNOVATIVE HELICAL DESIGN Old-style, straight crossarms are obsolete. A new, fresh approach utilizes a vertically-mounted stanchion providing lower wind loads on poles and higher performance. Also, by centering loads, lighting poles are subjected to less torsional loads, in turn extending their life. The helical design is very efficient for lighting efficiency, as well, and allows the designer to maintain good aiming angles while limiting spill. PRECISE LIGHTING CUT-OFF The GameChanger offers a wide range of cut-off capabilities. With precision optical lenses, lighting cut-off can be achieved in most cases. If extreme cut-off is needed, Qualite engineers add a external visor that extends the cut-off and increases the cut-off capabilities. Gamechanger Performance Specifications ELECTRICAL DETAIL GC600 GC1200 600 W 1200 W 1.3 >60,000 >120,000 >115 >115 5,700 5,700 >80 >80 Input Watts KW Draw Lumen Output Lumens/Watts CCT CRI Weight 25 lbs 39 lbs CURRENT AMPS AMPS 480 V, 1P 1.35 2.70 277 V, 1P 2.35 4.70 240 V, 1P 2.71 5.42 208 V, 1P 3.13 6.26 120 V, 1P 5.42 10.80 •Precision Optics Included •Built-In Glare Control •IP66, -40L C TO 55L C •Lightning Protection •External Visor (optional) •24/7 Tech Support •25-Year Warranty •Performance Guarantee •Extreme Reliability •100,000+ hour life •HDTV Compatible •Retrofit Compatible •Made in the USA •ROHS Compliant •Enviromentally-friendly packaging .65 •Pre-Wired System •Pre-Aimed Optics •Remote Driver Enclosure •Over Current Protected •Power Conditioner Included •Service Disconnect Included •No Exposed Wiring •Wiring Harness Included •Wireless Controls Included •No WIFI Required •Dimming Capabilities •Customer-Design ed Scenes •Advanced Scheduling Capabilities •Remote Diagnostics Included •Steel or Concrete Pole Options www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 M. Eric Boorom, Founder Founder of Worth Capital and Worth Investment Group Proven track record of over 26 years in operations management, turnarounds, workouts, banking, finance, and mergers & acquisitions The Bank of Tokyo-Mitsubishi, the second largest bank in the world; worked as a team member in the Special Assignments Group ABN-AMRO/LaSalle National Bank, one of the world’s largest banks headquartered in Chicago, Illinois; Worked as a credit analyst, and was also involved in debt recapitalization, operational reengineering, turnaround financing, workout and bankruptcy transactions, real estate financing, enterprise value transactions (cash-flow based financing), mergers, acquisitions, cross-border financing and the issuance/procurement of subordinated debt, bonds and equity. Currently President and CEO of Worth Holdings, LLC Currently President and CEO of Qualite Sports Lighting, LLC Bachelor of Science in finance from Michigan State University www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Mikel J. Boorom, P.E. VP and Director of Product Development and Manufacturing Mikel Boorom started his career working for Commonwealth Engineers, where he designed high-voltage steel and aluminum transmission line structures, including sectional steel pole structures, also designing the reinforced concrete foundations for the structures. Mr. Boorom was involved with the structural concrete design for a number of nuclear power plants, and has provided engineering expertise in the fields of aerodynamics, aircraft structural analysis and design. He has been employed by SAFRAN as an expert in the integration of aircraft diesel power plants on general aviation aircraft during which he provided on-site expertise for various projects in France and Central America. He has provided contract services for the Structural Steel Industry and Aircraft Industry. Composite materials integration in current aircraft design optimization of aero dynamic drag reduction. He has been active in the American Institute of Steel Construction, American Concrete Institute, National Society of Professional Engineers, American Institute of Aeronautics and Astronautics, Society of Automotive Engineers, American Society of Civil Engineers and Structural Engineering Institute. In addition, he holds an FAA Airframe and Powerplant Mechanics Certificate, Private Pilot's License, with Single Engine and Multi-Engine, Instrument Rating, Seaplane Rating. He has over 10,000 hours of fight time, ranging from ultraflights to Lear jets. Mr. Boorom earned his bachelor of science degree in Civil/Structural Engineering from Michigan State University and additional studies in soil mechanics, composite structures design, FAA Certification procedures and Forensic Analysis of Structural Failures. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Robert Denning, Sr. VP of West Coast Sales and Construction Services Bob Denning is the Sr. VP of West Coast Sales and Construction Services, with 40+ years of experience in managing successful organizations. Mr. Denning joined the Worth Team in 2015, after taking an early retirement from Verizon, where he managed large groups of Construction and Service teams. His organization covered northern California, where he led diverse workgroups of management and union employees. Bob specializes in developing a positive workplace culture, empowering teams, and employees to achieve defined goals. Bob has a degree in Information Technology from PACE University in White Plaines, NY, and is a licensed Electrical Contractor in California. Capabilities and areas of expertise: Leadership to coordinate the efforts of multiple teams working across the United States Team management to effectively execute project goals Issue resolution Review construction plans and material needs Estimating labor and material costs Identify potential contractors Oversee daily operations Recommend changes to improve Licensed Electrical Contractor in several states Career of managing large electrical construction teams across the United States, including 34 years at FTE/Verizon and 8 years at Qualite Sports Lighting www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Daniel Elias, Electrical Engineer/ Master Electrician Daniel Elias serves as Qualite Sports Lighting’s electrical engineer. He was born and raised in Argentina and came to the United States about 20 years ago. He lived in Hollywood, Florida and later moved to San Antonio, Texas, where he lives now with his wife and children. He has worked in the electrical field for entire life and recently completed his schooling and graduated with an electrical engineer degree. He is a master electrician. He specializes in electrical layout and material planning, as well as provides on-site leadership to execute the quality of installation. He has 12 years experience in the electrical trade. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Patricia Del Rio Lighting Design Engineer Patricia del Rio is an Orlando-based Lighting Design Engineer with over 20 years of experience in manufacturing engineering and the lighting industry. Patricia joined the Qualite Sports Lighting Team in 2023. Patricia is an expert in lighting design analysis for indoor and outdoor sports projects that comply with IES lighting standards. Patricia’s expertise includes indoor, outdoor, roadway, and sports lighting. As a lighting designer, Patricia has analyzed and developed designs for occupational settings (i.e. offices, schools, warehouses), commercial settings (i.e. restaurants, hotels, parking garages), and life safety egress (i.e. corridors, stairwells). Patricia’s latest experience has been with Qualite Sports Lighting, providing lighting designs for sports fields (i.e. football, soccer, baseball, softball, and more) and indoor sports facilities (i.e. basketball arenas). Patricia is focused on excellence through continuous improvements, creative solutions, and analytical approaches to provide exceptional results. Patricia excels through mentoring, training, and empowering junior designers to excel. Patricia is a proud member of the Illuminating Engineering Society. Capabilities and areas of expertise: • Bachelor of Science in Mechanical Engineering from Florida Atlantic University • Master of Science in Occupational Safety Management from Embry-Riddle Aeronautical University • Lean manufacturing and design engineering • Lighting Analysis & Design using AGI32 Lighting Analyst • Understand & Interpret the NFPA Life Safety Code • IES/NA Recommendations & Guidelines • OSHA Compliance & Safety • AutoCAD / REVIT / Sketchup • Leadership & Mentoring • Inside sales/manufacturer’s representative • Indoor, outdoor, parking garages, stairwells, commercial, industrial, sports lighting, egress www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Corey Lines Sr. Lighting Designer/Sales Manager Corey Lines graduated from Eastern Illinois University in 1998 with a B.S. in Industrial Technology with a concentration in Construction. In August 1998, Corey started his lengthy career as a lighting designer at Universal Sports Lighting, where he was successful in lighting and designing prominent venues such as Chicago White Sox, lighting systems for University of North Dakota Hockey Arena, West Virginia University Basketball Arena, as well as dozens of minor league baseball stadiums. Not only being involved in the design of the lighting, Corey has been involved in the entire process from start to end (design, sales, installation, etc.). Corey has been a member of the Illuminating Engineering Society of North America (IESNA), serving on the Sports Lighting Committee, since 2003. In April 2013, Corey joined Qualite Sports Lighting and is now the Sr. Lighting Designer and Sales Manager working in Sales, Design and hands-on installation. Corey’s many years of experience provides a wealth of knowledge throughout every aspect of the Sports Lighting Industry. Corey currently resides in Grand Rapids, and he loves spending time with family, enjoys being outdoors, and loves playing golf. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Heather Jeffrey Sales and Marketing Manager Heather Jeffrey is the Marketing/Sales Manager for Qualite Sports Lighting. She joined the team in 2017 and brought with her two decades of marketing, management and sales experience. Prior to joining our team, she owned and operated her own successful marketing/sales support company. Prior to that, for 18 years, she served as the Executive Editor of two daily newspapers, two total market coverage publications and four weekly newspapers in Michigan. She studied journalism at Michigan State University and radio/television broadcasting at Kellogg College. Heather, who started as a customer concierge, specializes in leading our marketing efforts and customer service teams, with a special emphasis on the facilitation/management of our inside and outside sales team. Capabilities areas of expertise: * Sales, customer service and marketing team management; * Oversee sales, customer service and marketing team daily duties; * Communications; * Customer retention; * Software administration; * Value-engineering options; * Bid Packages; * Quoting; * Marketing presentations; and * Email marketing. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Frank Abbatiello Sr. Project Manager & Sales Manager Frank Abbatiello is a Focused Sr.Project Manager with over 20+years’ experience in the low voltage/construction industry. Mr. Abbatiello joined the Worth team in 2022. He is adept at managing and maintaining continuous operations in various departments. He is experienced in directing employees and keeping efficient production in accordance with quality standards. Applying creative and analytical approach to operations for continuous process improvement. Skilled at identifying or anticipating problems and providing solutions. Frank excels through mentoring, training and empowering team to excel in performance. Capabilities areas of expertise: *Lean manufacturing and design *Advanced problem solving *Project planning and development *Business process re-engineering *Commercial construction *Construction management/ Systems Installation *Configuration, and upgrading commercial systems *Contract Management/ Project Management *Project estimation and bidding *Leadership to coordinate the efforts of multiple teams working across the United States www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Samuel C. Spragg: Production & Facilities Manager Sam Spragg is the Production and Facilities Manager, with more than 15 years of experience in managing and organizing production and transportation. Mr. Spragg joined the team in 2023, after a plant closure in the automotive industry, where he managed production employees, transportation and scheduling teams. His organization covered North America, suppling the automotive industries with just in time management. He led diverse work groups of management and union employees. Sam specializes in developing a positive workplace culture and boosting morales, as well as empowering teams and employees to achieve defined goals. Capabilities and areas of expertise: Leadership, team-building, transparency; Promoting a safe work environment; Quality assurance; Coordinating new policies and procedures; Team management to effectively execute project goals; Review and execute production plans and material needs; Problem-solving; Identify potential cost savings; Oversee daily operations and scheduling of jobs; Encourage and enhance self-awareness; Promoting adaptability; Formulate changes to improve; Ability to strategize new concepts; Implementing product improvements; and 24-year career of managing a strong and efficient work force. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Veronica Wagner, Project Manager Veronica Wagner has been an employee of Qualite and Worth Holdings group of businesses for more than 30 years. She started her career as the receptionist. In the late 1990’s early 2000’s, she wanted to take a more active role within the company, so she earned a promotion to project coordinator. She had held that position for 19 years, before transferring to Qualite to serve as a project manager. Along with day-to-day operations as our project manager, she is very involved in the sales, construction and improvements to the Qualite GameChanger™ Lighting System. www.Qualite.comwww.Qualite.com 800.933.9741800.933.9741 215 West Mechanic Street • Hillsdale, MI 49242 Christopher Parks, Senior Project Manager Chris Parks is a senior project manager with Qualite, who oversees a crew for warranty and service. He also handles customer service, Qualite controls trouble-shooting, and has eight (8) years of management experience. Mr. Parks started with the Qualite team in 2012 on the production floor and worked his way up to warehouse manager, then to purchasing manager, then to production manager and finally, to his current Senior Project Manager position. He has helped develop good production work-flow to help meet production goals and time lines. Capabilities and areas of expertise: • Leadership to coordinate the effective completion of production needs to meet customer deadlines • Team management to effectively execute project goals • Technical trouble-shooting of LED and Metal Halide systems and controls • Oversee daily operations •Issue resolution •Crew route planning • Scheduling crews and production • Purchasing and product sourcing • Safety procedures 1 City Council Action Request 7.J. Meeting Date 4/15/2026 Department IT Department Agenda Category Action Item Title Electronic Building Access Controls Woodridge and Peter Thompson Parks Staff Recommendation Approve the work proposals from Pro-Tec Design, with work to begin and conclude in 2026 for a total of $69,745. Budget Implication This project is part of the CIP Park Improvement Fund, which has allocated $35,000 annually for projects, and has not been allocated over the last couple of years to ensure the right product and features were in place. Attachments 1. Protec Memo CouncilV2 To: Honorable Mayor and City Council Jennifer Levitt, City Administrator Zac Dockter, Parks & Recreation Director The City of Cottage Grove has many parks that are utilized by Cottage Grove residents, businesses and visitors offering some of the most diverse amenities in the Twin Cities area. Activities at parks also include City events such as Safety Camp and Supervised playgrounds as well as private paid and volunteer events by residents and businesses. Safety and security have been a priority for City staff at all parks. This includes 24/7 video security cameras and manual door locks that are unlocked/locked by City staff throughout the week. Cottage Grove parks have traditionally relied on manual door locks, requiring Parks and Recreation staff to unlock and relock facilities daily. Community Service Officers have also been responsible for securing parks late in the evening, including confirming that rental facilities are properly locked after events. Although staff follow scheduled times for unlocking and securing buildings, delays occasionally occur throughout the year. To ensure timely access and security, keys are issued to City employees and facility renters. When a key is lost, the City’s lock vendor must rekey the affected park building, and in some cases multiple facilities, resulting in additional cost and operational disruption. Cottage Grove’s newest large park facility, Glacial Valley Park, was built with electronic doors locks. This has allowed parks and recreation staff to use their city issued RFID cards to access the building and unlock doors. When visitors rent the building, they are also issued an access card to gain access and unlock doors they’ve been given access to. If an access card is lost, it is deactivated and replaced. Locks on doors do not need replacement. Doors are also set to unlock and lock at designated times removing the need for a city employee to unlock/relock the facility. Parks and Recreation staff have been working towards modernizing park facilities and to enhance the security and efficiency of park buildings. Woodridge and Peter Thompson parks are both high traffic parks that host city and visitor events as well as city programming. Additionally, both facilities are used year-round, allowing residents to use the warming houses and the restrooms. After seeing the success of the electronic door locks at Glacial Valley, park and recreation staff have identified these parks as candidates for a park improvement program in adding electronic access. This gives the opportunity for city staff to: •Set automatic unlock and lock times for the warming house, and exterior bathrooms to provide visitors more accessibility. •Issued key cards to patrons that rent the facility for events instead of issuing a key. •Secure access and lockdown capabilities for city staff during programming and other events either on-site or remotely. Two quotes were gathered from preferred Lenel building controls contractors, LVC and Pro-Tec Design. It was determined by staff that the Pro-Tec Design quote aligned with the budgetary requirements and design required by the city. The Pro-Tec Design quote also aligns with the MN State Procurement state contract. Budget Implications This project is part of the CIP Park Improvement Fund which has allocated $35,000 annually for projects such as this but has not been allocated over the last couple years to ensure the right product and features were in place as tested at Glacial Valley Park. Project cost for Woodridge Park is $39,967 and Peter Thompson Park is $29,778 for a total project value of $69,745. Staff Recommendation Staff recommend approval and acceptance of the work proposals from Pro-Tec Design with work to begin and concluded in 2026 for the total of $69,745. Prepared For City of Cottage Grove Brian Bluhm Document Number PTDQ39024-02 1 of 6 Proposal Sold To:City of Cottage Grove Ship To:City of Cottage Grove Brian Bluhm Brian Bluhm 12800 Ravine Parkway Cottage Grove, MN 55016 United States 9000 90TH STREET SOUTH COTTAGE GROVE, 55016 United States Phone:(651) 458-2880 Phone:(651) 458-2880 Fax:Fax: Email:bbluhm@cottagegrovemn.gov Email:bbluhm@cottagegrovemn.gov WOODRIDGE PARK ACCESS CONTROL Pro-Tec Design is pleased to submit this proposal for the installation of access control security at the City of Cottage Grove-W oodridge Park Building per the included Bill of Materials and Statement of W ork. This proposal shall follow state contract S-813(5) guidelines where applicable. State Contract Release #: S-813(5) Pro-Tec Design Contract #184435 Prices in this proposal reflect current material costs, including applicable tariffs, duties, and fees as of the issue date. If new or modified Government imposed tariffs or fees materially impact costs within the proposals validity period, the Seller reserves the right to adjust pricing or revoke the proposal. Any changes will be communicated in writing and require the Buyer's written approval before proceeding. Date Quote Valid For Quote #Rep Terms 03/02/26 30 days PTDQ39024-02 Tyler W achter Net 30 days Manf Part Number Description Unit Price Ext. PriceQty PROJECT MATERIALS 1 $2,202.39 $2,202.39LNL-M2220 INTELLIGENT DUAL READER CONTROLLER 3 $791.37 $2,374.11LNL-1320-S3 DUAL READER INTERFACE MODULE - 12/24 VDC; 2 READER INTERFACE; W /M; 8 INPUTS; 6 (5A) FORM C RELAYS 8 $5.68 $45.446644-1 MAGNETIC CONTACT RESISTER KIT 1 $1,376.87 $1,376.87T2MK78D8-Door Altronix/Lenel Access and Power Integration Kit - Trove2M2 with AL1024ULXB2, ACM8CB, VR6, PDS8CB 1 $0.00 $0.00TZLBLPRTPRO-TEC LABEL FOR ALTRONIX TROVE ENCLOSURE 1 $33.94 $33.94RSB1BRACKET W ITH (1) SW ITCH FOR POW ER SUPPLY DISCONNECT 2 $19.92 $39.84FAS1075BATTERY, 12V 7 AH SEALED LEAD ACID, AGM 1 $103.08 $103.08G3X4LG6FINGER DUCT - 3X4X6 - LIGHT GRAY 7 $262.70 $1,838.9040NKS-00-000000 CARD/MOBILE CREDENTIAL READER, SIGNO, PROX, ICLASS AND SEOS 7 $24.29 $170.03199-12-G MAGNETIC CONTACT, RECESSED, 1" DPDT, GRAY 550 $1.29 $709.5016C-COMPOSITE- 4 CABLE, PLENUM, ALL-IN-ONE COMPOSITE ACCESS CONTROL YELLOW JACKET 1 $20,751.36 $20,751.36ASSURED 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 1 2 of 6 SECURITY LOCKING HARDW ARE INSTALLATION LABOR AND MATERIAL 1 $516.67 $516.67MISC IMPLEMENTATION SERVICES 10 $102.00 $1,020.00STATE-PM STATE CONTRACT - PROJECT MANAGEMENT 72 $122.00 $8,784.00STATE JOURN TECH STATE CONTRACT- TECHNICIAN $39,966.13SubTotal Parts and Labor $39,966.13 $0.00Est. Sales Tax Total $39,966.13 Annual Service Charges $0.00 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 2 3 of 6 Statement of Work Pro-Tec Design will provide labor and material for the installation of the following: (1) Lenel M2220 Intelligent Control Panel (3) Lenel 1320 Dual Reader Module (1) Altronix power supply/enclosure for eight doors (2) Back up batteries (7) HID Signo Multi-Technology card readers (7) Door Position Contacts (*) Composite Cable from door locations to panel location. (7) Program to the city wide Lenel platform. (7) Terminate and verify operation. (*) Program Lenel to send email and or sms to end user for door held open after hours. Verify hours with owner. LOCKING HARDW ARE AS FOLLOW S: (3) Replace Deadbolt W ith Cover Plate - Install Panic Bar W ith Latch Retraction Kit Including REX And Outside Key Control. Core Drill Door And Route W ire Into Power Transfer Hinge. Rim Exit Device - Stainless Steel Quiet Duo Dual Latch Retraction Kit for Von Duprin Exit Device - Silver RX SW ITCH KIT FOR 99 Energy Transfer Hinge - Satin Chrome Filler Plate Kit Rim Cylinder - Satin Chrome (1) Replace Deadbolt W ith Cover Plate - Install Electrified Lever Including REX And Outside Key Control. Core Drill Door And Route W ire Into Power Transfer Hinge. Electrified Storeroom Lockset - Fail Secure - 24V - Schlage C Keyway - Request-to-Exit - Satin Chrome Energy Transfer Hinge - Satin Chrome Filler Plate Kit (3) Replace Deadbolt W ith Cover Plate - Install Panic Bar W ith Latch Retraction Kit Including REX. Core Drill Door And Route W ire Into Power Transfer Hinge. Energy Transfer Hinge - 8 W ire - Satin Chrome Filler Plate Kit Rim Exit Device - Stainless Steel Quiet Duo Dual Latch Retraction Kit for Von Duprin Exit Device - Silver RX SW ITCH KIT FOR 99 Assumptions: IP Address to be provided by the owner. Network administration to be provided by the owner. All 120V AC Power to be provided by the owner All conduit/pathway to be provided by the owner. Programming of individual access control permissions to be provided by the owner. Exclusions OUTAGES: Customer understands that over the course of this project that there may be outages as work is being performed. STANDARD DOOR: Solution assumes a standard door deployment of a Card Reader, a Door Contact, an Electrified Lock, and a Rex. Deployments beyond this standard will be billed on a T&M basis. POW ER: 110VAC power and connection needs shall be provided by owner. SUPPORT: Owner shall provide any technical assistance need during project. This includes IT staff providing access to workstations and servers, and personnel to determine best cable-run routes. PROGRAMMING: Owner shall program all system information including, but not limited to, cardholder name, access privileges, and other system information not stated in scope. DOOR HARDW ARE: All door hardware shall be provided and installed by others unless stated otherwise. NEC/NFPA/IBC: Project shall follow all applicable building and fire codes. This may require the client to coordinate with associated trades not specified in this scope. W ORK HOURS: This bid assumes technicians shall have access during an 8hr shift and be able to work between the core hours of 6am and 4pm Monday through Friday. If after hours or weekend labor is required, a different rate shall apply. PARTITIONS: If work is taking place in areas where partitions, negative air, or dust remediation is required, it shall be provided by others. PERMITS: W ork in special areas that requires local permits are to be provided by others. PENETRATIONS, CORING, & SLEEVING: W here existing pathway does not exist or requires expansion, any firewall penetrations, sleeving, and concrete coring shall be provided by others. DEMOLITION: Removal of cabling, where needed shall be done by others or can be quoted separately by request. ELECTRICAL: Customer Shall provide an electrician to hardwire power if needed. POW ER SUPPLIES: Existing power supplies are assumed to be sufficient to carry expected additional project load. If power supplies are 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 3 4 of 6 found to be inadequate PTD is not responsible for replacing them. A signed change order shall be required to remediate any issues found. PATCHING: Any remediation, patching and painting of walls, replacement of ceiling tiles, or other surfaces shall be provided by others. CABLE: All conduit, cable, wire mold, fiber, and junction/back boxes shall be provided and installed by sub. FIRE: Customer shall provide a Fire vendor for any fire tie-ins or related work that is needed or required. LIFTS: Provided by others Thank you for the opportunity to provide you with this proposal. If you should need any further clarification or assistance, don't hesitate to contact me. To proceed with the project, please sign the Proposal Acceptance and return to me. Thank you, Tyler W achter Account Manager 5929 Baker Rd Ste 400 Minnetonka, MN 55345 Cell: (651) 783-6523 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 4 5 of 6 PROPOSAL ACCEPTANCE WOODRIDGE PARK ACCESS CONTROL PTDQ39024-02 3/2/2026 Bill To:City of Cottage Grove Brian Bluhm 12800 Ravine Parkway Cottage Grove, MN 55016 United States Phone:(651) 458-2880 Fax: Email:bbluhm@cottagegrovemn.gov For Full Terms and Conditions: www.pro-tecdesign.com/legal/ City of Cottage Grove Printed Name and Title: Signature:Date: PO# / Reference # (optional): Pro-Tec Design, Inc. Printed Name and Title:Tyler Wachter Account Manager Signature:Date: 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 5 6 of 6 Prepared For City of Cottage Grove Brian Bluhm Document Number PTDQ39025-01 1 of 6 Proposal Sold To:City of Cottage Grove Ship To:City of Cottage Grove Brian Bluhm Brian Bluhm 12800 Ravine Parkway Cottage Grove, MN 55016 United States 6327 HIGHLAND HILLS BLVD SOUTH COTTAGE GROVE, MN 55016 United States Phone:(651) 458-2880 Phone:(651) 458-2880 Fax:Fax: Email:bbluhm@cottagegrovemn.gov Email:bbluhm@cottagegrovemn.gov PETER THOMPSON PARK ACCESS CONTROL Pro-Tec Design is pleased to submit this proposal for the installation of access control security at the City of Cottage Grove-Peter Thompson Park Building per the included Bill of Materials and Statement of W ork. This proposal shall follow state contract S-813(5) guidelines where applicable. State Contract Release #: S-813(5) Pro-Tec Design Contract #184435 Prices in this proposal reflect current material costs, including applicable tariffs, duties, and fees as of the issue date. If new or modified Government imposed tariffs or fees materially impact costs within the proposals validity period, the Seller reserves the right to adjust pricing or revoke the proposal. Any changes will be communicated in writing and require the Buyer's written approval before proceeding. Date Quote Valid For Quote #Rep Terms 02/26/26 30 days PTDQ39025-01 Tyler W achter Net 30 days Manf Part Number Description Unit Price Ext. PriceQty PROJECT MATERIALS 1 $2,202.39 $2,202.39LNL-M2220 INTELLIGENT DUAL READER CONTROLLER 2 $791.37 $1,582.74LNL-1320-S3 DUAL READER INTERFACE MODULE - 12/24 VDC; 2 READER INTERFACE; W /M; 8 INPUTS; 6 (5A) FORM C RELAYS 6 $5.68 $34.086644-1 MAGNETIC CONTACT RESISTER KIT 1 $1,376.87 $1,376.87T2MK78D8-Door Altronix/Lenel Access and Power Integration Kit - Trove2M2 with AL1024ULXB2, ACM8CB, VR6, PDS8CB 1 $0.00 $0.00TZLBLPRTPRO-TEC LABEL FOR ALTRONIX TROVE ENCLOSURE 1 $33.94 $33.94RSB1BRACKET W ITH (1) SW ITCH FOR POW ER SUPPLY DISCONNECT 2 $19.92 $39.84FAS1075BATTERY, 12V 7 AH SEALED LEAD ACID, AGM 3 $254.98 $764.9420NKS-00-000000 CARD READER,SIGNO,MULLION MOUNT, SEOS, ICLASS AND PROX, OSDP/W EIGAND OUTPUT, MOBILE READY 2 $262.70 $525.4040NKS-00-000000 CARD/MOBILE CREDENTIAL READER, SIGNO, PROX, ICLASS AND SEOS 5 $24.29 $121.45199-12-G MAGNETIC CONTACT, RECESSED, 1" DPDT, GRAY 500 $1.29 $645.0016C-COMPOSITE- 4 CABLE, PLENUM, ALL-IN-ONE COMPOSITE ACCESS CONTROL YELLOW JACKET 1 $101.52 $101.52G3X4LG6 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 1 2 of 6 FINGER DUCT - 3X4X6 - LIGHT GRAY 1 $222.94 $222.94FIRE PLYW OOD PLYW OOD, FIRE RESISTANT TREATED, 4' X 4' X 3/4" CDX 100 $2.59 $259.00V700WIREMOLD 700, W HITE ENAMELED METALLIC RACEW AY, PRICE PER FOOT 1 $12,500.50 $12,500.50ASSURED SECURITY LOCKING HARDW ARE INSTALLATION LABOR AND MATERIAL 1 $254.55 $254.55MISC IMPLEMENTATION SERVICES 8 $102.00 $816.00STATE-PM STATE CONTRACT - PROJECT MANAGEMENT 68 $122.00 $8,296.00STATE JOURN TECH STATE CONTRACT- TECHNICIAN $29,777.16SubTotal Parts and Labor $29,777.16 $0.00Est. Sales Tax Total $29,777.16 Annual Service Charges $0.00 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 2 3 of 6 Statement of Work Pro-Tec Design will provide labor and material for the installation of the following: (1) Lenel M2220 Intelligent Control Panel (1) Lenel 1320 Dual Reader Module (1) Altronix power supply/enclosure for Four doors (2) Back up batteries (3) HID Signo Multi-Technology card readers (3) Door Position Contacts (*) Composite Cable from door locations to panel location. (3) Program to the city wide Lenel platform. (3) Terminate and verify operation. LOCK HARDARE AS FOLLOW S: EXTERIOR GLASS DOORS Install Three Latch Retraction Kits Including REX's. Route W ire Into Power Transfer Hinge. Quiet Duo Dual Latch Retraction Kit for Von Duprin Exit Device - Silver RX SW ITCH KIT FOR 99 Energy Transfer Hinge - 8 W ire - Satin Chrome 2 RESTROOM EXTERIOR DOORS Replace Two Deadbolts W ith Two Electrified Mortise Lock Including REX's W ith Vandlguard Levers On Both Sides. Core Drill Door And Route W ire Into Power Transfer Hinge. Grade 1 Fail Secure Electric Mortise Lock - Less Cylinder - 03 Lever - A Rose - Vandlgard - Request to Exit - Satin Chrome Finish - Field Reversible Energy Transfer Hinge - 8 W ire - Satin Chrome Assumptions: IP Address to be provided by the owner. Network administration to be provided by the owner. All locking and door hardware to be provided by others. All 120V AC Power to be provided by the owner All conduit/pathway to be provided by the owner. Programming of individual access control permissions to be provided by the owner. Exclusions OUTAGES: Customer understands that over the course of this project that there may be outages as work is being performed. STANDARD DOOR: Solution assumes a standard door deployment of a Card Reader, a Door Contact, an Electrified Lock, and a Rex. Deployments beyond this standard will be billed on a T&M basis. POW ER: 110VAC power and connection needs shall be provided by owner. SUPPORT: Owner shall provide any technical assistance need during project. This includes IT staff providing access to workstations and servers, and personnel to determine best cable-run routes. PROGRAMMING: Owner shall program all system information including, but not limited to, cardholder name, access privileges, and other system information not stated in scope. DOOR HARDW ARE: All door hardware shall be provided and installed by others unless stated otherwise. NEC/NFPA/IBC: Project shall follow all applicable building and fire codes. This may require the client to coordinate with associated trades not specified in this scope. W ORK HOURS: This bid assumes technicians shall have access during an 8hr shift and be able to work between the core hours of 6am and 4pm Monday through Friday. If after hours or weekend labor is required, a different rate shall apply. PARTITIONS: If work is taking place in areas where partitions, negative air, or dust remediation is required, it shall be provided by others. PERMITS: W ork in special areas that requires local permits are to be provided by others. PENETRATIONS, CORING, & SLEEVING: W here existing pathway does not exist or requires expansion, any firewall penetrations, sleeving, and concrete coring shall be provided by others. DEMOLITION: Removal of cabling, where needed shall be done by others or can be quoted separately by request. ELECTRICAL: Customer Shall provide an electrician to hardwire power if needed. POW ER SUPPLIES: Existing power supplies are assumed to be sufficient to carry expected additional project load. If power supplies are found to be inadequate PTD is not responsible for replacing them. A signed change order shall be required to remediate any issues found. PATCHING: Any remediation, patching and painting of walls, replacement of ceiling tiles, or other surfaces shall be provided by others. CABLE: All conduit, cable, wire mold, fiber, and junction/back boxes shall be provided and installed by sub. FIRE: Customer shall provide a Fire vendor for any fire tie-ins or related work that is needed or required. LIFTS: Provided by others Thank you for the opportunity to provide you with this proposal. If you should need any further clarification or assistance, don't hesitate to contact me. To proceed with the project, please sign the Proposal Acceptance and return to me. 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 3 4 of 6 Thank you, Tyler W achter Account Manager 5929 Baker Rd Ste 400 Minnetonka, MN 55345 Cell: (651) 783-6523 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 4 5 of 6 PROPOSAL ACCEPTANCE PETER THOMPSON PARK ACCESS CONTROL PTDQ39025-01 2/26/2026 Bill To:City of Cottage Grove Brian Bluhm 12800 Ravine Parkway Cottage Grove, MN 55016 United States Phone:(651) 458-2880 Fax: Email:bbluhm@cottagegrovemn.gov For Full Terms and Conditions: www.pro-tecdesign.com/legal/ City of Cottage Grove Printed Name and Title: Signature:Date: PO# / Reference # (optional): Pro-Tec Design, Inc. Printed Name and Title:Tyler Wachter Account Manager Signature:Date: 5929 Baker Road - Suite #400 - Minnetonka, MN 55345 Phone: 763-553-1477 - Fax: 763-233-6855 solutions@pro-tecdesign.com - www.pro-tecdesign.com Page 5 6 of 6 FIRE PROTECTION ∙ FIRE ALARMS & LIFE SAFETY ∙ SECURITY ∙ STRUCTURED CABLING COMMUNICATION ∙ NATIONAL SERVICES ∙ SERVICE Structured Cabling Proposal Cottage Grove Pete Thompson Access Control Prepared by: Paul Johnson Date: 3/17/26 Page 2 of 8 Access Control Install access control at (3) doors shown below. Each door to include read in only. Install access control at (2) exterior bathroom doors. Each door to include read in only. • F&I (1) Lenel dual reader controller. • F&I (1) Lenel dual reader interface module. • F&I (1) Dual voltage enclosure. • F&I (5) Lenel single door readers. • F&I (5) Door position switches. • F&I (5) Request to exit motion sensor. Locks • F&I (5) Electrified power transfer hinges. • F&I (5) Retraction kits. Cabling • F&I (5) Composite cable runs. • Conduit piping has not been provided for in this proposal. Piping shall be done by Cottage Grove and or others. • Power at panel shall be furnished and installed by others. S C O P E O F W O R K Page 3 of 8 Alternate #1 Install access control at (1) doors shown below. Door to include read in, rex out. • F&I (1) Lenel single door readers. • F&I (1) Door position switches. • F&I (1) Request to exit motion sensor. Locks • F&I (1) Electric strike. Cabling • F&I (1) Composite cable run. • Conduit piping has not been provided for in this proposal. Piping shall be done by Cottage Grove and or others. • Power at panel shall be furnished and installed by others. This Proposal includes and is not limited to materials, labor, design, permits, recurring services, and submittal costs. Unless otherwise specified, sales tax and freight are not included in the base bid price. Scope of Work Price: $37,388.00 Alternate #1: $2,981.00 Selected Appendices are incorporated into this Proposal and are a part of the Parties' contractual Agreement: ☒ Clarification and Exclusions ☒ General Terms and Conditions I N V E S T M E N T S U M M A R Y A P P E N D I C E S L I S T Page 4 of 8 Thank you for your consideration. We welcome your questions, any further discussion, and Proposal acceptance. Best regards, Paul Johnson System Sales / Project Manager 952.923.6329 P R O P O S A L A C C E P T A N C E Authorization to Proceed Name Date Title PO or Job # Signature Page 5 of 8 Clarifications: • LVC will provide a one-year warranty on parts and labor commencing on the date of AHJ or Owner acceptance. • Any required CAD files will be provided to LVC Inc. at no additional cost to complete required permit submittals. LVC will provide all design submittal documents and plans upon receiving CAD files from others at no additional cost to LVC. • All programming and panel terminations are to be done by LVC Companies. • All cabling will be installed to industry standards and with proper support. • All cabling pathways are assumed to be available for use without additional conduits, fire sleeves, core holes, or other means to run cabling. • Cabling will be plenum where required. Exclusions: • All electrical, including but not limited to 120VAC connections, rough-in conduits and boxes, other conduit, raceways, penetrations, cable trays, POE entry sleeves, floor X -rays, surface raceways for low voltage cable pathways, telephone grounding bus bars, plywood phone bars, and power poles, are to be supplied by electrician or others. • LVC Companies is not responsible for any repairs of sheetrock, ceiling tile, tile grid, or any superficial material, including paint, wall covering, paneling wood, steel studs, access hatches, or any non -supporting structure material related to completing the installation of the system. • Customer is responsible for any system software or licenses outside of Scope of Work. • Sufficient wall and rack space in the server room for Scope of Work shall be provided by others. • Patch/station cables shall be supplied by others. • Network switches, servers, access points, routers, computers, and monitors shall be the responsibility of the Owner/Customer. • Integration and programming of the network, all network equipment/settings, and connection to the corporate network shall be the responsibility of the Owner/Customer. • Backbone cabling from building DEMARC to floor IDF room is not included and assumed to be existing or provided by Service Provider unless otherwise specified. • Unless otherwise noted, the following are not included in this Proposal: o Demolition of existing systems, devices, or cabling o Lift scheduling or rentals A P P E N D I X : C L A R I F I C A T I O N S A N D E X C L U S I O N S Page 6 of 8 1. Work and Services. LVC Companies commits to executing the work and providing the goods, software, licenses, and services detailed in the Proposal ("Work"). Upon acceptance by the Customer, the Proposal becomes the binding Agreement ("Agreement") between the parties for Customer's systems identified in the Proposal ("Systems"). 2. Pricing. Pricing is generally valid for 30 days from the date of this Proposal. In the event of unforeseen or unplanned supply chain challenges, LVC Companies reserves the right to charge additional fees and/or change orders associated with unknown and unplanned tariffs, additional shipping charges, and/or material cost increases at any time before the project starts or during the project regardless of initially agreed contract price. LVC Companies will supply data and information for these changes as necessary. 3. Lead Time. LVC Companies will require sufficient lead time (generally a minimum of 2 weeks) to order parts, schedule, and complete the submittal and permitting process. Project kickoff depends on LVC Companies' ability to secure materials on time. Factors outside LVC Companies' control may necessitate timeline changes, such as material or shipping delays. 4. Safe Storage. Others shall provide LVC Companies with a secure area on site for staging and material storage upon job commencement. 5. Work Hours. Work shall be completed during normal business hours of 7:00 a.m. – 3:30 p.m. Overtime premiums are not included in this Proposal. However, during the project and as timelines dictate, LVC Companies may elect to schedule their Work in such a way as to meet deadlines. Customer will be responsible for paying any overtime costs arising from Customer's acts, omissions, or decisions. 6. Customer Cooperation. Customer shall permit or arrange for reasonable access to the premises by LVC Companies personnel. Customer shall cooperate with LVC Companies in obtaining any necessary consents and waivers from the owner of the premises. Any delays experienced due to restricted access or areas not being ready for vendor (moving items, waiting for people to move, etc.) may be subject to added costs. 7. Changes Orders. Any changes by Customer or Work outside the Proposal will cause Customer to incur additional costs. LVC Companies will provide Customer with a detailed description of the proposed changes, including any associated costs and timeline adjustments. Change Orders must be approved before additional work is completed. Change Orders will be billed at the time of acceptance. 8. Parking Fees. Parking fees are included in this Proposal unless otherwise specified. 9. Materials. All materials will be billed at the time of procurement. 10. Systems Management, Optimization, Maintenance, and Backup. Unless specified in the Proposal, all systems management, optimization, maintenance, and backup tasks are excluded from the scope of Work and will not be performed by LVC Companies. Customer must arrange for these tasks to be performed by others. 11. Force Majure. LVC Companies shall not be responsible for any delays or costs caused by acts of nature or God, including but not limited to force majeure events, or for any other cause beyond LVC Companies' reasonable control. 12. Incidental Damage. LVC Companies is not responsible for any repairs of sheetrock, ceiling tile, tile grid, or any superficial material, including paint, wall covering, paneling wood, steel studs, access hatches, or any non-supporting structure material related to completing the repair or installation of the system. 13. Compensation and Payment Terms. Customer agrees to promptly settle all invoices from LVC Companies within thirty (30) days of the invoice date. Any payments not received within this period will incur additional charges. Credit card payments will be charged a fee of 3%. 14. Sales Tax. Proposal pricing does not include any applicable sales taxes unless otherwise noted. When applicable, sales will be included on the invoice. 15. Warranty. LVC will provide Customer with a one-year limited warranty on parts and labor. Details may be found at www.lvcinc.com/warranty. 16. Manufacturer Terms, Conditions, and Warranties. Manufacturer's End-User License Agreements (EULA), Manufacturer or Software Provider's Acceptable Use Policy (AUP), and any applicable warranties are hereby incorporated into the Agreement, and Customer agrees to be bound by the same. All applicable manufacturer information can be found at www.lvcinc.com/partners. See the manufacturer's individual websites for updated terms, conditions, and warranty language. Written copies will be provided upon reasonable request. Customer shall defend, indemnify, and hold harmless LVC Companies from and against all actions, proceedings, demands, claims, liabilities, losses, damages, judgments, costs, and expenses including, without limiting the generality of the foregoing, reasonable legal fees and disbursements actually incurred, together with all applicable taxes, which LVC Companies may be liable to pay or may incur by reason of, or directly or indirectly arising out of, any breach of Manufacturer's EULA, AUP, or Manufacturer's Terms and Conditions of Service. Manufacturer's EULA, AUP, and Terms and Conditions may be found on Manufacturer websites. A P P E N D I X : G E N E R A L T E R M S A N D C O N D I T I O N S Page 7 of 8 17. Recurring Services. Recurring Services are services generally offered on a periodic or ongoing basis and paid for in regular, ongoing installments ("Recurring Services"). If Recurring Services are included in the Proposal, additional terms apply. a. Term. The initial duration is determined by the term lengths(s) shown per service in the Recurring Services Detail table (the "Initial Term"). Commencement of the Initial Term starts upon installation completion, equipment activation, and establishment of necessary communication connections. NOTE: Payment for all Installation and Equipment Charges is a precondition for equipment activation and the selected Recurring Services. b. Auto Renewal. Following the expiration of the Initial Term, all chosen Recurring Services will automatically renew for successive one-year terms (each, a "Renewal Term"). However, the Customer retains the right to cancel such auto- renewal for any selected Recurring Services by providing written notice to LVC no less than thirty (30) days before the auto-renewal date. c. Pricing Adjustment. LVC reserves the right to adjust charges for Recurring Services after the Initial Term, limited to once in any twelve (12) month period, by providing the Customer with a thirty (30) days prior written notice. Upon receipt of a price increase notice, the Customer holds the right to terminate this Agreement by providing written notice within thirty (30) days of the notice. d. Early Termination. Should the Customer terminate a Recurring Service during the Initial Term or a Renewal Term, the Customer agrees to pay LVC, along with all outstanding charges prior to termination, the remaining charges for the unexpired portion of the Initial Term or Renewal Term (as applicable) for that Recurring Service. The Customer acknowledges and agrees that this amount represents a mutually agreed early termination charge, akin to liquidated damages, and is not considered a penalty. 18. Limitation of Liability. In no event shall LVC Companies be liable to Customer or any third party for consequential, special, indirect, or incidental damages arising out of the use or inability to use the Systems, including but not limited to loss of data or Information of any kind which Customer may experience, or fines or penalties imposed on Customer for failure to meet a governmental law, regulation or requirement for which the Systems are directly or indirectly used by Customer. LVC Companies does not represent or warrant that the System will prevent any loss by or through burglary, hold-up, fire, or otherwise; or that the Systems will, in all cases, provide the protection for which it is installed or intended. Customer acknowledges LVC Companies is not an insurer, that Customer assumes all risk for loss or damage to Customer's premises or to its contents, that LVC Companies has made no representation or warranties beyond what is included in the Limited Warranty, nor has Customer relied on any representation or warranties, expressed or implied, except as set forth herein and Customer acknowledges that he has read and understands this Agreement, particularly LVC Companies obligation and maximum liability in the event of any loss or damage to Customer. It is understood and agreed by and between the Parties hereto that this Agreement is not intended to be an insurance policy or substitute for an insurance policy. Insurance, if any, will be obtained by Customer. Charges are based upon the value of Customer's property, Systems, and/or the property of others on Customer's premises. The fees paid by Customer are not sufficient to warrant LVC Companies assuming any risk of consequential or other damages to Customer due to LVC Companies negligence or failure to perform. Customer does not desire this Agreement to provide for the liability of LVC Companies, and Customer agrees that LVC Companies shall not be liable for loss or damage due directly or indirectly to any occurrence or consequences therefrom, which the System is designated to detect or avert. From the nature of the Work to be performed, it is impractical and extremely difficult to fix the actual damages, if any, which may proximately result from the failure on the part of LVC Companies to perform any of their respective obligations hereunder, or the failure of the System to properly operate with the resulting loss to Customer. If LVC Companies should be found liable for loss or damage due to a failure on the part of the System, in any respect, such party's liability shall be limited to the refund to Customer to the sum of two-hundred fifty ($250) dollars, as liquidated damages and not as a penalty, and this liability shall be exclusive. The provisions of this paragraph shall apply in the event loss or damage; irrespective of cause or origin, results directly or indirectly to person or property from the performance or nonperformance of the obligations set forth by the terms of this contract or negligence, active or otherwise, of LVC Companies or their agents or employees. 19. Indemnification. Each party shall indemnify the other for claims arising from its acts or omissions in performing obligations under the Agreement. LVC Companies will indemnify Customer against any claims arising from its negligence or misconduct in the performance of the Work, and Customer will indemnify LVC Companies against any claims arising from its use of the deliverables provided by LVC Companies. 20. Transfer of Property. If Customer sells or transfers ownership of a site or any part thereof to a third party during the term of this Agreement, Customer shall remain responsible for the payment of the balance remaining in the Agreement for the Services provided to that site. The responsibility for payment shall transfer to the new owner only upon the written agreement and acknowledgment of LVC Companies. Customer shall notify LVC Companies in writing of any change of ownership or transfer of a site within 30 days of the transaction. Failure to provide such notification and obtain written agreement from LVC will result in Customer's continued responsibility for charges under the Agreement. 21. Intellectual Property. Each party's intellectual property remains its own unless otherwise provided in the Agreement. The design and intent of the items listed in this system specification or Proposal are considered intellectual property owned by Page 8 of 8 LVC Companies, and the Customer agrees not to disclose content to any party other than those intended by LVC Companies. Disclosure of this design or intent will subject the discloser to consultant and design fees. 22. Insurance. Certificates of Insurance are available upon request. Any additional insurance beyond LVC's standard coverage is excluded from the pricing in the Proposal and shall be paid for by Customer. 23. Software. Any software provided with the Equipment or in connection with the Services is proprietary to LVC Companies and/or LVC Companies supplier(s) and is licensed or sublicensed to Customer on a non-exclusive basis. 24. Entire Agreement. The Agreement, including any included Appendices, contains the entire agreement between the parties with respect to the subject matter of the Agreement and supersedes any and all prior oral and/or written understandings and agreements. Any modifications to the Agreement must be in writing and signed by both parties. 25. Survival. Provisions intended to survive the cancellation, expiration, or termination of the Agreement shall remain in full force and effect. FIRE PROTECTION ∙ FIRE ALARMS & LIFE SAFETY ∙ SECURITY ∙ STRUCTURED CABLING COMMUNICATION ∙ NATIONAL SERVICES ∙ SERVICE Structured Cabling Proposal Cottage Grove Woodridge Park Access Control Prepared by: Paul Johnson Date: 3/16/26 Page 2 of 7 Access Control Install access control at (3) doors shown below. Each door to include read in only. Install access control at (2) exterior bathroom doors. Each door to include read in only. • F&I (1) Lenel dual reader controller. • F&I (2) Lenel dual reader interface module. • F&I (1) Dual voltage enclosure. • F&I (5) Lenel single door readers. • F&I (5) Door position switches. • F&I (5) Request to exit motion sensor. Locks • F&I (5) Electrified power transfer hinges. • F&I (5) Retraction kits. • F&I (5) Filler plates for deadbolt. • F&I (5) Heavy duty panic exit devices and trim plate. • F&I (5) Rim cylinders with custom key and pinning. Cabling • F&I (5) Composite cable runs. • F&I (1) Cat6 cable to access control panel. • Conduit piping has not been provided for in this proposal. Piping shall be done by Cottage Grove and or others. • Power at panel shall be furnished and installed by others. This Proposal includes and is not limited to materials, labor, design, permits, recurring services, and submittal costs. Unless otherwise specified, sales tax and freight are not included in the base bid price. Scope of Work Price: $45,511.00 S C O P E O F W O R K I N V E S T M E N T S U M M A R Y Page 3 of 7 Selected Appendices are incorporated into this Proposal and are a part of the Parties' contractual Agreement: ☒ Clarification and Exclusions ☒ General Terms and Conditions Thank you for your consideration. We welcome your questions, any further discussion, and Proposal acceptance. Best regards, Paul Johnson System Sales / Project Manager 952.923.6329 A P P E N D I C E S L I S T P R O P O S A L A C C E P T A N C E Authorization to Proceed Name Date Title PO or Job # Signature Page 4 of 7 Clarifications: • LVC will provide a one-year warranty on parts and labor commencing on the date of AHJ or Owner acceptance. • Any required CAD files will be provided to LVC Inc. at no additional cost to complete required permit submittals. LVC will provide all design submittal documents and plans upon receiving CAD files from others at no additional cost to LVC. • All programming and panel terminations are to be done by LVC Companies. • All cabling will be installed to industry standards and with proper support. • All cabling pathways are assumed to be available for use without additional conduits, fire sleeves, core holes, or other means to run cabling. • Cabling will be plenum where required. Exclusions: • All electrical, including but not limited to 120VAC connections, rough-in conduits and boxes, other conduit, raceways, penetrations, cable trays, POE entry sleeves, floor X -rays, surface raceways for low voltage cable pathways, telephone grounding bus bars, plywood phone bars, and power poles, are to be supplied by electrician or others. • LVC Companies is not responsible for any repairs of sheetrock, ceiling tile, tile grid, or any superficial material, including paint, wall covering, paneling wood, steel studs, access hatches, or any non -supporting structure material related to completing the installation of the system. • Customer is responsible for any system software or licenses outside of Scope of Work. • Sufficient wall and rack space in the server room for Scope of Work shall be provided by others. • Patch/station cables shall be supplied by others. • Network switches, servers, access points, routers, computers, and monitors shall be the responsibility of the Owner/Customer. • Integration and programming of the network, all network equipment/settings, and connection to the corporate network shall be the responsibility of the Owner/Customer. • Backbone cabling from building DEMARC to floor IDF room is not included and assumed to be existing or provided by Service Provider unless otherwise specified. • Unless otherwise noted, the following are not included in this Proposal: o Demolition of existing systems, devices, or cabling o Lift scheduling or rentals A P P E N D I X : C L A R I F I C A T I O N S A N D E X C L U S I O N S Page 5 of 7 1. Work and Services. LVC Companies commits to executing the work and providing the goods, software, licenses, and services detailed in the Proposal ("Work"). Upon acceptance by the Customer, the Proposal becomes the binding Agreement ("Agreement") between the parties for Customer's systems identified in the Proposal ("Systems"). 2. Pricing. Pricing is generally valid for 30 days from the date of this Proposal. In the event of unforeseen or unplanned supply chain challenges, LVC Companies reserves the right to charge additional fees and/or change orders associated with unknown and unplanned tariffs, additional shipping charges, and/or material cost increases at any time before the project starts or during the project regardless of initially agreed contract price. LVC Companies will supply data and information for these changes as necessary. 3. Lead Time. LVC Companies will require sufficient lead time (generally a minimum of 2 weeks) to order parts, schedule, and complete the submittal and permitting process. Project kickoff depends on LVC Companies' ability to secure materials on time. Factors outside LVC Companies' control may necessitate timeline changes, such as material or shipping delays. 4. Safe Storage. Others shall provide LVC Companies with a secure area on site for staging and material storage upon job commencement. 5. Work Hours. Work shall be completed during normal business hours of 7:00 a.m. – 3:30 p.m. Overtime premiums are not included in this Proposal. However, during the project and as timelines dictate, LVC Companies may elect to schedule their Work in such a way as to meet deadlines. Customer will be responsible for paying any overtime costs arising from Customer's acts, omissions, or decisions. 6. Customer Cooperation. Customer shall permit or arrange for reasonable access to the premises by LVC Companies personnel. Customer shall cooperate with LVC Companies in obtaining any necessary consents and waivers from the owner of the premises. Any delays experienced due to restricted access or areas not being ready for vendor (moving items, waiting for people to move, etc.) may be subject to added costs. 7. Changes Orders. Any changes by Customer or Work outside the Proposal will cause Customer to incur additional costs. LVC Companies will provide Customer with a detailed description of the proposed changes, including any associated costs and timeline adjustments. Change Orders must be approved before additional work is completed. Change Orders will be billed at the time of acceptance. 8. Parking Fees. Parking fees are included in this Proposal unless otherwise specified. 9. Materials. All materials will be billed at the time of procurement. 10. Systems Management, Optimization, Maintenance, and Backup. Unless specified in the Proposal, all systems management, optimization, maintenance, and backup tasks are excluded from the scope of Work and will not be performed by LVC Companies. Customer must arrange for these tasks to be performed by others. 11. Force Majure. LVC Companies shall not be responsible for any delays or costs caused by acts of nature or God, including but not limited to force majeure events, or for any other cause beyond LVC Companies' reasonable control. 12. Incidental Damage. LVC Companies is not responsible for any repairs of sheetrock, ceiling tile, tile grid, or any superficial material, including paint, wall covering, paneling wood, steel studs, access hatches, or any non-supporting structure material related to completing the repair or installation of the system. 13. Compensation and Payment Terms. Customer agrees to promptly settle all invoices from LVC Companies within thirty (30) days of the invoice date. Any payments not received within this period will incur additional charges. Credit card payments will be charged a fee of 3%. 14. Sales Tax. Proposal pricing does not include any applicable sales taxes unless otherwise noted. When applicable, sales will be included on the invoice. 15. Warranty. LVC will provide Customer with a one-year limited warranty on parts and labor. Details may be found at www.lvcinc.com/warranty. 16. Manufacturer Terms, Conditions, and Warranties. Manufacturer's End-User License Agreements (EULA), Manufacturer or Software Provider's Acceptable Use Policy (AUP), and any applicable warranties are hereby incorporated into the Agreement, and Customer agrees to be bound by the same. All applicable manufacturer information can be found at www.lvcinc.com/partners. See the manufacturer's individual websites for updated terms, conditions, and warranty language. Written copies will be provided upon reasonable request. Customer shall defend, indemnify, and hold harmless LVC Companies from and against all actions, proceedings, demands, claims, liabilities, losses, damages, judgments, costs, and expenses including, without limiting the generality of the foregoing, reasonable legal fees and disbursements actually incurred, together with all applicable taxes, which LVC Companies may be liable to pay or may incur by reason of, or directly or indirectly arising out of, any breach of Manufacturer's EULA, AUP, or Manufacturer's Terms and Conditions of Service. Manufacturer's EULA, AUP, and Terms and Conditions may be found on Manufacturer websites. A P P E N D I X : G E N E R A L T E R M S A N D C O N D I T I O N S Page 6 of 7 17. Recurring Services. Recurring Services are services generally offered on a periodic or ongoing basis and paid for in regular, ongoing installments ("Recurring Services"). If Recurring Services are included in the Proposal, additional terms apply. a. Term. The initial duration is determined by the term lengths(s) shown per service in the Recurring Services Detail table (the "Initial Term"). Commencement of the Initial Term starts upon installation completion, equipment activation, and establishment of necessary communication connections. NOTE: Payment for all Installation and Equipment Charges is a precondition for equipment activation and the selected Recurring Services. b. Auto Renewal. Following the expiration of the Initial Term, all chosen Recurring Services will automatically renew for successive one-year terms (each, a "Renewal Term"). However, the Customer retains the right to cancel such auto- renewal for any selected Recurring Services by providing written notice to LVC no less than thirty (30) days before the auto-renewal date. c. Pricing Adjustment. LVC reserves the right to adjust charges for Recurring Services after the Initial Term, limited to once in any twelve (12) month period, by providing the Customer with a thirty (30) days prior written notice. Upon receipt of a price increase notice, the Customer holds the right to terminate this Agreement by providing written notice within thirty (30) days of the notice. d. Early Termination. Should the Customer terminate a Recurring Service during the Initial Term or a Renewal Term, the Customer agrees to pay LVC, along with all outstanding charges prior to termination, the remaining charges for the unexpired portion of the Initial Term or Renewal Term (as applicable) for that Recurring Service. The Customer acknowledges and agrees that this amount represents a mutually agreed early termination charge, akin to liquidated damages, and is not considered a penalty. 18. Limitation of Liability. In no event shall LVC Companies be liable to Customer or any third party for consequential, special, indirect, or incidental damages arising out of the use or inability to use the Systems, including but not limited to loss of data or Information of any kind which Customer may experience, or fines or penalties imposed on Customer for failure to meet a governmental law, regulation or requirement for which the Systems are directly or indirectly used by Customer. LVC Companies does not represent or warrant that the System will prevent any loss by or through burglary, hold-up, fire, or otherwise; or that the Systems will, in all cases, provide the protection for which it is installed or intended. Customer acknowledges LVC Companies is not an insurer, that Customer assumes all risk for loss or damage to Customer's premises or to its contents, that LVC Companies has made no representation or warranties beyond what is included in the Limited Warranty, nor has Customer relied on any representation or warranties, expressed or implied, except as set forth herein and Customer acknowledges that he has read and understands this Agreement, particularly LVC Companies obligation and maximum liability in the event of any loss or damage to Customer. It is understood and agreed by and between the Parties hereto that this Agreement is not intended to be an insurance policy or substitute for an insurance policy. Insurance, if any, will be obtained by Customer. Charges are based upon the value of Customer's property, Systems, and/or the property of others on Customer's premises. The fees paid by Customer are not sufficient to warrant LVC Companies assuming any risk of consequential or other damages to Customer due to LVC Companies negligence or failure to perform. Customer does not desire this Agreement to provide for the liability of LVC Companies, and Customer agrees that LVC Companies shall not be liable for loss or damage due directly or indirectly to any occurrence or consequences therefrom, which the System is designated to detect or avert. From the nature of the Work to be performed, it is impractical and extremely difficult to fix the actual damages, if any, which may proximately result from the failure on the part of LVC Companies to perform any of their respective obligations hereunder, or the failure of the System to properly operate with the resulting loss to Customer. If LVC Companies should be found liable for loss or damage due to a failure on the part of the System, in any respect, such party's liability shall be limited to the refund to Customer to the sum of two-hundred fifty ($250) dollars, as liquidated damages and not as a penalty, and this liability shall be exclusive. The provisions of this paragraph shall apply in the event loss or damage; irrespective of cause or origin, results directly or indirectly to person or property from the performance or nonperformance of the obligations set forth by the terms of this contract or negligence, active or otherwise, of LVC Companies or their agents or employees. 19. Indemnification. Each party shall indemnify the other for claims arising from its acts or omissions in performing obligations under the Agreement. LVC Companies will indemnify Customer against any claims arising from its negligence or misconduct in the performance of the Work, and Customer will indemnify LVC Companies against any claims arising from its use of the deliverables provided by LVC Companies. 20. Transfer of Property. If Customer sells or transfers ownership of a site or any part thereof to a third party during the term of this Agreement, Customer shall remain responsible for the payment of the balance remaining in the Agreement for the Services provided to that site. The responsibility for payment shall transfer to the new owner only upon the written agreement and acknowledgment of LVC Companies. Customer shall notify LVC Companies in writing of any change of ownership or transfer of a site within 30 days of the transaction. Failure to provide such notification and obtain written agreement from LVC will result in Customer's continued responsibility for charges under the Agreement. 21. Intellectual Property. Each party's intellectual property remains its own unless otherwise provided in the Agreement. The design and intent of the items listed in this system specification or Proposal are considered intellectual property owned by Page 7 of 7 LVC Companies, and the Customer agrees not to disclose content to any party other than those intended by LVC Companies. Disclosure of this design or intent will subject the discloser to consultant and design fees. 22. Insurance. Certificates of Insurance are available upon request. Any additional insurance beyond LVC's standard coverage is excluded from the pricing in the Proposal and shall be paid for by Customer. 23. Software. Any software provided with the Equipment or in connection with the Services is proprietary to LVC Companies and/or LVC Companies supplier(s) and is licensed or sublicensed to Customer on a non-exclusive basis. 24. Entire Agreement. The Agreement, including any included Appendices, contains the entire agreement between the parties with respect to the subject matter of the Agreement and supersedes any and all prior oral and/or written understandings and agreements. Any modifications to the Agreement must be in writing and signed by both parties. 25. Survival. Provisions intended to survive the cancellation, expiration, or termination of the Agreement shall remain in full force and effect. 1 City Council Action Request 7.K. Meeting Date 4/15/2026 Department Public Works Agenda Category Action Item Title 2026 Tree Planting Contract - Standard Replacement Staff Recommendation Adopt resolution 2026-064 awarding the 2026 Tree Planting Contract to Wilson’s Nursery in the amount of $45,340 for the material and labor to install 105 boulevard trees and authorize the service agreement between Wilson’s Nursery and the City of Cottage Grove. Budget Implication $45,340 Forestry Budget Attachments 1. Council Memo-Boulevard Tree Planting 2026 2. RESOLUTION AWARDING THE 2026 TREE PLANTING CONTRACT 3. Service_Agreement_2026_Planting To: From: CC: Date: Subject: Introduction/Background Budget Implications Staff Recommendation CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AWARDING THE 2026 TREE PLANTING PROJECT WHEREAS, quotes were requested to provide the necessary work for the 2026 Tree Planting Project according to City standards; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that Wilson’s Nursery provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Public Works Director that the quote be awarded to Wilson’s Nursery. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the 2026 Tree Planting Project be awarded to Wilson’s Nursery for $45,340 Passed this 15th day of April 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.L. Meeting Date 4/15/2026 Department Public Works Agenda Category Action Item Title Sale of Surplus Property Staff Recommendation Authorize Public Works to advertise and sell surplus property on Cranky Ape and/or MNBid. Budget Implication N/A Attachments 1. mnbid 2026 number 2 lot (002) To: Honorable Mayor and City Council From: Adam Moshier, Facilities and Fleet Maintenance Manager Date: April 8, 2026 RE: Sale of Surplus Property Introduction Unit Number Equipment Asset Number Estimated Resale Value N/A Jacobsen 810 Utility Cart 1016 $500 70-6006-97 Hotsy trailer 2251 $3,000 Requested Action 1 City Council Action Request 7.M. Meeting Date 4/15/2026 Department Public Works Agenda Category Action Item Title Public Works Shop Remodel (Change Order #3) Staff Recommendation Approve Change Order #3 in the amount of $4,133.87 for the Public Works Facility Mechanics Shop Remodel project, increasing the contract amount from $301,457.86 to $305,591.73. Budget Implication $4,133.87 dedicated project funds, along with contractor and design consultant cost share. Attachments 1. Memo - Cottage Grove Shop Remodel Change Order 3 2. 193807340_CO 3_20260330 To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, Public Works Director Adam Moshier, Fleet and Facilities Manager Date: April 8, 2026 Re: Public Works Facility Mechanics Shop Remodel – Change Order #3 Background/ Discussion The Public Works Facility Mechanics Shop Remodel project was awarded at the April 16, 2025 City Council meeting to Rochon Corporation for an amount of $298,915. The Engineer’s estimate was $301,190 for the construction of the project. Change order number 1 was approved on October 15th in the amount of $882.82. Change order number 2 was approved on December 17th in the amount of $1,660.04. In the wash bay, there was a new eye wash station plumbed in. During construction, the contractor connected to the wrong pipe for the recirculation of the hot water. The correct pipe to connect to was on the other side of the wall. The plans did not show this connection and it was not brought to the City’s attention at the time of construction. To connect to the correct pipe and have the eye wash operational, the contractor needs to drill through the wall, connect to the proper recirculation pipe and add a shut off valve. These are costs the city would have incurred regardless of when it was completed. This change order is for $4,133.87. Due to the circumstances of this construction to the eye wash, all of this work done by the contractor is a not to exceed amount of $4,133.87. The City of Cottage Grove will cover all material costs and 6 hours of labor. Stantec and Spriggs Mechanical will split the remaining labor costs 50/50. Budget With this change order, the total contract amount for this project would increase to $305,591.73. The municipal budget has enough funds to cover the difference. Recommendation It is recommended that the City Council approve Change Order #3 in the amount of $4,133.87 for the Public Works Facility Mechanics Shop Remodel project, increasing the contract amount from $301,457.86 to $305,591.73. Rochon Corporation 28 2nd St NW, Suite 200 Osseo, Minnesota 55369 Phone: (763) 559-9393 Fax: (763) 559-8101 Project: 2518 - Cottage Grove Public Works 8635 W. Point Douglas Road Cottage Grove, Minnesota 55016 Prime Contract Potential Change Order #006: CE #008 - PR#2 R2 Modify Eyewash Piping TO:   FROM: Rochon Corporation 28 2nd St NW, Suite 200 Osseo, Minnesota 55369 PCO NUMBER/REVISION: 006 / 2  CONTRACT:1 - Cottage Grove Public Works   REQUEST RECEIVED FROM:   CREATED BY: Jack Braton (Rochon Corporation) STATUS: Pending - In Review CREATED DATE: 2/12/2026 REFERENCE: PRIME CONTRACT CHANGE ORDER:  None   FIELD CHANGE: No   LOCATION: ACCOUNTING METHOD: Amount Based   SCHEDULE IMPACT: PAID IN FULL: No   EXECUTED:No SIGNED CHANGE ORDER RECEIVED DATE:   TOTAL AMOUNT: $4,133.87 POTENTIAL CHANGE ORDER TITLE: CE #008 - PR#2 R2 Modify Eyewash Piping CHANGE REASON: Allowance POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE #008 - PR#2 R1 Pricing per PR#2, credit applied for capping the connection, and lift rental removed if the subcontractor can use the cities lift.  ATTACHMENTS: #Budget Code Description Amount 1 15-500.S MECHANICAL $3,937.02 Subtotal:$3,937.02 OH&P (5.00% ):$196.85 Grand Total:$4,133.87 Bruce Paulson (Stantec)  Rochon Corporation 733 Marquette Avenue, Suite 1000   28 2nd St NW, Suite 200 Minneapols,  55402     Osseo, Minnesota 55369             ProcoreArchitectSignHere ProcoreArchitectSignedDate  ProcoreOwnerSignHere ProcoreOwnerSignedDate  ProcoreGeneralContractorSignHere ProcoreGeneralContractorSignedDate SIGNATURE DATE  SIGNATURE DATE  SIGNATURE DATE Rochon Corporation Page 1 of 1 Printed On: 2/25/2026  10:27 AM CST PCO #006 Project Name:Cottage Grove Public works To:Return To:Andrew McDonough Spriggs Mechanical Inc. 3260 Fanum Rd. St. Paul, MN 55110 Change Order Number:3-R2 Job No:25-2137 COR Date: PCO Referance:PR-2 No. of Hrs Rate Ext. 12 135.00$ 1,620.00$ 0 185.00$ -$ -1 135.00$ (135.00)$ 0 -$ 1.5 80.00$ 120.00$ Cost Tax Ext. 795.00$ 65.59$ 860.59$ (7.47)$ (0.60)$ (8.07)$ labor Markup @ 10% Material Markup @ 10% Overhead (Subcontractors)@ 5% Total Reservation of Rights Signed By:Dated:3/26/2026 85.25$ This COR does not include any amount for impacts such as interferance, disruptions, rescheduling, changes in the sequence of work, delays and/ or associated acceleration. We expressly reserve the right to submit our request for any of these items Scope of Work Subcontractors Rochon Crop 160.50$ 58.75$ Cost 500.00$ 675.00$ 3,937.02$ test and balance insulation Subtotal 1,605.00$ 852.52$ 1,175.00$ plumbing mateials cap Subtotal Material Subtotal Change Order Cartage rework hot water and condenstat per PR-2 document and drawing. This pricing does incldued a credit to cap the connection to the furance drian line. SMI still will have added cost to extend the return line throuhg the wall and connection to the HWR line and add a shut off vlave and balance valve. this pricing assumes full access to owners man lift. this pricing also assumes the HWR is above ACT ceilings and within 5' of the block wall as shown on the drawings ALL SMI WORK TO BE DONE AT T&M NTE. the city of Cottage Grove will cover all material cost and 6 hours of labor. the design team and SMI will split the remaining labor costs Field Labor Regular Pay (field) Overtime Pay (field) cap drian line 2/5/2026 1 City Council Action Request 7.N. Meeting Date 4/15/2026 Department Public Works Agenda Category Action Item Title Utility and Engineering Building Solar Power Project Staff Recommendation Authorize resolution 2026-063, awarding the Utility and Engineering Building Solar Project to Solar Connection Inc. and authorize the service agreement between Solar Connection Inc. and the City of Cottage Grove. Budget Implication $2,445 - Utility Funds. Attachments 1. Council Memo-MN Solar on Public Buildings 2. Resolution_UEB_Solar2026 3. Agreement for Contractor Services Solar Connection Inc. w Exhibit (Cottage Grove) 4-7- 26 v2 (Signed) To: From: CC: Date: Subject: Introduction/Background Discussion Cedar Creek Energy Solar Connection Inc. System Size 55.46 kW-DC (40.00 kW-AC) 56.4 kW-DC (39.5 kW-AC) Direct Pay (Investment Tax Credit) ($44,175) ($44,149) State Solar Grant ($100,570) ($100,570) City Requirement (Water Utility Fund) ($2,505) ($2,445) Total Project Cost $147,250 $147,164 Total Projected 30 Year Energy Savings $318,077 $270,051 Budget Implications The City of Cottage Grove will be responsible for $2,445 of the total project cost after the MN Solar on Public Building funds and Federal Direct Pay reimbursements dollars have been applied to the total cost, which will be paid for by utility funds. Staff Recommendation Authorize resolution 2026-063 awarding the Utility and Engineering Building Solar Project to Solar Connection Inc. and authorize the service agreement between Solar Connection Inc. and the City of Cottage Grove. CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AWARDING THE UTILITY AND ENGINEERING BUILDING SOLAR PROJECT WHEREAS, quotes were requested to provide the necessary work for the Utility and Engineering Building Solar Project according to City standards; and WHEREAS, two firms submitted quotes; and WHEREAS, it appears that Solar Connection Inc. provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Public Works Director that the quote be awarded to Solar Connection Inc. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the Utility and Engineering Building Solar Project be awarded to Solar Connection Inc. for $147,164 Passed this 15th day of April 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 AGREEMENT FOR SERVICES Utility and Engineering Building Solar Project THIS AGREEMENT (“Agreement”) is made and executed this ___ day of ____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, Minnesota 55016, (“City”) and Solar Connection Inc., 4105 East River Road Northeast, Rochester, Minnesota 55906 (“Contractor”). WHEREAS, the City has accepted the proposal of the Contractor for certain services; and WHEREAS, Contractor desires to perform the services for the City under the terms and conditions set forth in t his Agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1.SERVICES. a.City agrees to engage Contractor as an independent contractor for the purpose of performing certain Services (“Services”), as defined in the following documents: i.A Solar Energy Design and Installation proposal, incorporated herein as Exhibit A. ii.Where the terms and conditions of this Agreement and those terms and conditions included in Exhibit A specifically conflict, the terms of this Agreement shall apply. b.Contractor covenants and agrees to provide the Services to the satisfaction of the City in a timely fashion, as set forth in Exhibit A, subject to Section 8 of this Agreement. c.Contractor agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement, including all safety standards. Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property during the performance of the Services. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained all permits from all applicable agencies and governmental entities. 2.PAYMENT. a.City agrees to pay Contractor $147,164.00, and Contractor agrees to receive and accept payment for Services as set forth in Exhibit A. 2 b.Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Contractor shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c.Contractor shall submit itemized bills for Services provided to City on a monthly basis. Bills submitted shall be paid in the same manner as other claims made to City. d.Prior to payment, the Contractor will submit evidence that all payrolls, material bills, subcontractors and other indebtedness connected with the Services have been paid as required by the City. 3.TERM. The term of this Agreement will continue until all the terms and conditions have been completed or until terminated pursuant to Section 4. 4.TERMINATION AND REMEDIES. a.Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party at the addresses listed in Section 14 of this Agreement. Upon termination under this provision, if there is no default by the Contractor, Contractor shall be paid for Services rendered and reimbursable expenses incurred through the effective date of termination. b.Termination Due to Default . This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. c.Remedies. Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City as a result of any breach of this Agreement by the Contractor. The City may, in such event: i.Withhold payments due to the Contractor for the purpose of set -off until such time as the exact amount of damages due to the City is determined. ii.Perform the Services, in which case, the Contractor shall within thirty (30) days after written billing by the City, reimburse the City for any costs and expenses incurred by the City. 3 The rights or remedies provided for herein shall not limit the City, in case of any default by the Contractor, from asserting any other right or remedy allowed by law, equity, or by statute. d.Upon termination of this Agreement, the Contractor shall furnish to the City copies or duplicate originals of all documents or memoranda prepared for the City not previously furnished. 5.SUBCONTRACTORS. Contractor shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in Exhibit A. Contractor shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of the Contractor’s receipt of payment by the City for undisputed services provided by the subcontractor. 6.STANDARD OF CARE. In performing its Services, Contractor will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 7.INSPECTION OF WORK. All materials and workmanship will be subject to inspection, examination, and testing by the City, who will have the right to reject defective material and workmanship or require its correction. 8.DELAY IN PERFORMANCE. Neither City nor Contractor shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Contractor under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Contractor will be entitled to payment for its reasonable additional charges, if any, due to the delay. 9.CITY’S REPRESENTATIVE. The City has designated Gavin Hochstetler to act as the City’s representative with respect to the Services to be performed under this Agreement. He shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 10.PROJECT MANAGER AND STAFFING. The Contractor has designated Brok Johnson to be the primary contact for the City in the performance of the Services . He shall be assisted by other staff members as necessary to facilitate the completion of the Services 4 in accordance with the terms established herein. Contractor may not remove or replace these designated staff without the approval of the City. 11.INDEMNIFICATION. a.Contractor and City each agree to defend, indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Contractor and City, they shall be borne by each party in proportion to its own negligence. b.Contractor shall indemnify City against legal liability for damages arising out of claims by Contractor’s employees or subcontractors, including all liens. City shall indemnify Contractor against legal liability for damages arising out of claims by City’s employees or subcontractors. 12.INSURANCE. During the performance of the Services under this Agreement, Contractor shall maintain the following insurance: a.Commercial General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence. b.Workers’ Compensation Insurance in accordance with statutory requirements. c.Automobile Liability Insurance, wi th a combined single limit of $2,000,000. Contractor shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the Commercial General Liability Insurance policy. 13.WARRANTIES. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any invoice, will pass to City no later than the final completion date of all Services. Contractor warrants that all work will be free from defects and that all materials will be new and of first quality. If within one (1) year after final payment any work or material is found to be defective, Contractor shall promptly, without cost to the City, correct such defect . 14.NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Attention: Gavin Hochstetler 5 Or emailed: ghochstetler@cottagegrovemn.gov If to Contractor: Solar Connection Inc. 4105 East River Road Northeast Rochester, MN 55906 Attention: Brok Johnson Or emailed: brok.johnson@solarconnectioninc.com 15.INDEPENDENT CONTRACTOR STATUS. All services provided by Contractor, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Contractor or as independent contractors of Contractor and not as employees of the City for any purpose. 16.RESPONSIBLE CONTRACTOR. a.In accordance with Minnesota Statutes, Section 16C.285, Contractor is hereby advised that the City cannot award a construction contract in excess of $50,000 unless Contractor is a “responsible contractor” as defined in Minnesota Statutes, Section 16C.285, subdivision 3. Contractor must complete a Responsible Contractor Certificate verifying compliance with the minimum criteria specified in Minnesota Statutes, Section 16C.285, subdivision 3, to be eligible to provide the Services outlined in this Agreement. A Responsible Contractor Certificate must be signed under oath by an owner or officer of Contractor. Contractor is responsible for obtaining the required verifications of compliance with Minnesota Statute, Section 16C.285, subdivision 3 from all subcontractors, using a form provided by the City. Contractor must submit signed verifications from subcontractors upon the City’s request. b.Contractor or subcontractor who does not meet the minimum criteria established in Minnesota Statutes, Section 16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements of this statute, will not be considered a “responsible contractor” and will be ineligible to provide the Services under this Agreement or otherwise work on the project in any capacity. Contractor and any subcontractor are advised that making any false statements verifying compliance with Minnesota Statutes, Section 16C.285 will render the Contractor or subcontractor ineligible to perform the Services of this Agreement and may result in termination of this Agreement by the City. c.Contractor shall not sublet, sell, transfer, delegate or assign the Services or any portion of the Services of this Agreement without abiding by the applicable provisions of the Minnesota Department of Transportation Standard Specifications for Construction, Section 1801. 6 17.GENERAL PROVISIONS. a.Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b.Waiver. A waiver by either City or Contractor of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c.Nondiscrimination. Contractor agrees that in the hiring of employees to perform Services under this Agreement, Contractor shall not discriminate against any person by reason of any characteristic protected by state or federal law. d.Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. e.Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. f.Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. g.Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. h.Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. 7 CITY OF COTTAGE GROVE By: Myron A. Bailey, Mayor By: Tamara Anderson, City Clerk Date: 8 SOLAR CONNECTION INC. (“CONTRACTOR”) Signature: Name: Its: Date: Dave Eitland President Solar Connection Inc 04/08/2026 EXHIBIT A 1 City Council Action Request 7.O. Meeting Date 4/15/2026 Department Public Works Agenda Category Action Item Title Intermediate Zone Water Treatment Plant Fiber Design Staff Recommendation Approve the Agreement for Professional Services with Mi-Tech Services Inc. and appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. Budget Implication $31,725 from 3M Settlement Funds. Attachments 1. 01 2026-4-9 IZWTP Fiber Optic Project PSA 2. 03 Mi-Tech Agreement for Professional Services (Cottage Grove) 2026 3. Cottage Grove Proposal 3-4-2026 A 4. Cottage Grove Low Zone Treatment Plant_Quote -B To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, PE, Public Works Director Date: April 9, 2026 Re: Intermediate Zone Water Treatment Plant – Agreement for Professional Services Background The Intermediate Zone Water Treatment Plant Project (IZWTP) commenced in the summer of 2025. As part of the project, fiber optic cable needs to be installed between City Hall and the new treatment plant to connect the plant to the City’s fiber optic system. This fiber optic cable will transmit digital communications necessary for the operation of the treatment plant. A similar project was completed to connect the Low Zone Water Treatment Plant to the City’s fiber optic system. Discussion For the Low Zone Water Treatment Plant Fiber Optic Project, the City contracted with Mi-Tech Services Inc. for the design, bidding, and construction administration/observation of the project. Mi-Tech’s work was satisfactory, and it is recommended that the City again utilize Mi-Tech for the IZWTP Fiber Optic Project. Utilizing Mi-Tech for the work will take advantage of the efficiencies available from their familiarity with the City’s plans and specifications. Attached is a proposal with a scope and fee for the work, as well as a City standard agreement for professional services signed by Mi-Tech. The proposed fee for the work is $31,725, which staff finds to be in order. Design of the project is scheduled for 2026 with bidding to take place in early 2027. The project is scheduled for construction in summer 2027. Recommendation It is recommended the City Council approve the attached Agreement for Professional Services with Mi-Tech Services Inc. and appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. 1 AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT (“Agreement”) is made and executed this ___ day of ____________, 20__, by and between the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, Minnesota 55016, (“City”) and Mi-Tech Services Inc., a Wisconsin corporation with an office located at 817 Main Street, Brownsville, Wisconsin (“Consultant”). WHEREAS, the City has accepted the proposal of the Consultant for certain professional services; and WHEREAS, Consultant desires to perform the services for the City under the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Consultant as an independent contractor for the purpose of performing certain professional Services (“Services”), as defined in the following documents: i. A proposal dated March 3, 2026, incorporated herein as Exhibit A. ii. Other documentation, incorporated herein as Exhibit B. (Hereinafter “Exhibits”). iii. Where the terms and conditions of this Agreement and those terms and conditions included in the Exhibits specifically conflict, the terms of this Agreement shall apply. b. Consultant covenants and agrees to provide the Services to the satisfaction of the City in a timely fashion, as set forth in the Exhibits, subject to Section 7 of this Agreement. c. Consultant agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement. Consultant represents and warrants that it has the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained all permits from all applicable agencies and governmental entities. 2 2. PAYMENT. a. City agrees to pay, and Consultant agrees to receive and accept payment for Services as set forth in the Exhibits. b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Consultant shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Consultant shall submit itemized bills for Services provided to City on a monthly basis. Bills submitted shall be paid in the same manner as other claims made to City. 3. TERM. The term of this Agreement is identified in the Exhibits. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deem appropriate, and upon the same terms and conditions as stated herein. 4. TERMINATION. a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party to the addresses listed in Section 13 of this Agreement. Upon termination under this provision, if there is no default by the Consultant, Consultant shall be paid for Services rendered and reimbursable expenses incurred until the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. 5. SUBCONTRACTORS. Consultant shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in the Exhibits. Consultant shall pay any subcontractor involved in the performance of this Agreement within the ten (10) days of the Consultant’s receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing its Services, Consultant will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are 3 provided. No warranty, express or implied, is made or intended by Consultant’s undertaking herein or its performance of Services. 7. DELAY IN PERFORMANCE. Neither City nor Consultant shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Consultant under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Consultant will be entitled to payment for its reasonable additional charges, if any, due to the delay. 8. CITY’S REPRESENTATIVE. The City has designated Ryan Burfeind, DPW, to act as the City’s representative with respect to the Services to be performed under this Agreement. He or she shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 9. PROJECT MANAGER AND STAFFING. The Consultant has designated Eder Hernandez to be the primary contacts for the City in the performance of the Services. They shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Consultant may not remove or replace these designated staff without the approval of the City. 10. INDEMNIFICATION. a. Consultant and City each agree to indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Consultant and City, they shall be borne by each party in proportion to its own negligence. b. Consultant shall indemnify City against legal liability for damages arising out of claims by Consultant’s employees. City shall indemnify Consultant against legal liability for damages arising out of claims by City’s employees. 4 11. INSURANCE. During the performance of the Services under this Agreement, Consultant shall maintain the following insurance: a. General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence. b. Professional Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence. c. Workers’ Compensation Insurance in accordance with statutory requirements. d. Automobile Liability Insurance, with a combined single limit of $2,000,000. Consultant shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the General Liability Insurance policy. 12. OWNERSHIP OF DOCUMENTS. Professional documents, drawings, and specifications prepared by the Consultant as part of the Services shall become the property of the City when Consultant has been compensated for all Services rendered, provided, however, that Consultant shall have the unrestricted right to their use. Consultant shall retain its rights in its standard drawing details, specifications, databases, computer software, and other proprietary property. Rights to proprietary intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of the Consultant. 13. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Attention: City Administrator Or emailed: jlevitt@cottagegrovemn.gov If to Consultant: Mi-Tech Services, Inc. Attn: Ronald Mitchell 817 Main Street Brownsville, WI 53006 USA Or emailed: rmitchell@mi-tech.us 5 14. INDEPENDENT CONTRACTOR STATUS. All services provided by Consultant, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Consultant or as independent contractors of Consultant and not as employees of the City for any purpose. 15. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b. Waiver. A waiver by either City or Consultant of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. d. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. e. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. f. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. g. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. [The remainder of this page is intentionally left blank] 6 CITY OF COTTAGE GROVE By: ___________________________________ Myron Bailey, Mayor By: ___________________________________ Tamara Anderson, City Clerk Date: ________________________________ 7 CONSULTANT Signature: _________________________________ Name: Ronald Mitchell Its: Vice President Date: _______________________________________ 3/26/25 P a g e | 1 of 5 9950 73rd St NE • Otsego, MN 55362 • 612.716.2493 • www.mi-tech.us PROPOSAL CLIENT: City of Cottage Grove, MN PROJECT: Intermediate Zone Water Treatment Plant - Fiber Optic Cable Project DATE: March 3, 2026 Dear Mr. Mann: Thank you for the opportunity to provide this scope of services for the above-mentioned project. This proposal has been prepared based on our discussions regarding the requested Design and Construction Observation Services Construction Planning •Mi-Tech will prepare and develop the Construction Documents for the installation of new fiber optic cable and conduit between the Intermediate Zone Water Treatment Plant and City Hall, with thorough consideration of constructability, technical feasibility, and economic efficiency, ensuring compliance with all applicable codes, regulatory requirements, and accepted professional engineering standards. •Mi-Tech will prepare and submit complete construction plan packages, including drawings, specifications, and supporting documentation, as required by applicable permitting authorities. •Mi-Tech will respond to agency review comments as necessary to support the permitting process through approval. •Mi-Tech is not responsible for contractor means, methods, techniques, sequencing, or safety practices during construction. ASSUMPTIONS •Mi-Tech will provide one (1) professional redesign at no additional cost if the approved design is deemed infeasible by the contractor at the time of construction. •The included redesign shall be limited to reasonable modifications necessary to address constructability concerns and shall not include scope expansions, alignment changes beyond the original project limits, or client-directed scope revisions. •Additional redesigns or scope changes resulting from unforeseen field conditions, client- directed changes, or contractor preferences beyond the initial redesign will be considered out of scope and may require a contract amendment. •Redesign services not covered under the included constructability revision shall be considered additional services and billed at a rate of $75.00 per hour, following written approval from the Owner. EXHIBIT A P a g e | 2 of 5 9950 73rd St NE • Otsego, MN 55362 • 612.716.2493 • www.mi-tech.us Contract Administration • Mi-Tech will prepare a complete Construction Bid Package, including plans, specifications, contract documents, and any required supporting materials for public bidding. •Mi-Tech will assist the Owner during the bidding process, including responding to bidder questions, issuing addenda as needed, and documenting bid results. •Mi-Tech will support the Owner in evaluating bids and recommending award to the lowest responsible bidder in accordance with City requirements. •Mi-Tech will coordinate distribution and signature of a Notice of Award and Contract Documents. •Mi-Tech will verify that insurance and bonding are in conformance with the Contract Documents and send contractor signed documents to the City for execution. •Mi-Tech will coordinate with the Owner to issue a formal Notice to Proceed in accordance with the Contract Documents. ASSUMPTIONS •Shipping costs for sending out contract booklets are included in this proposal estimate. Prevailing Wage Compliance Verification •Mi-Tech will verify and document the Contractor’s compliance with all applicable prevailing wage requirements for the project. •Mi-Tech will review certified payroll reports submitted by the Contractor for completeness, accuracy, and conformance with State and Federal prevailing wage laws. •Mi-Tech will notify the Owner of any inconsistencies, missing documentation, or suspected non-compliance and will coordinate with the Contractor to obtain corrections. •Mi-Tech will maintain organized wage compliance records for inclusion in the project file and final close-out documentation. ASSUMPTIONS •The Contractor will provide all required certified payroll reports in a timely manner. •Mi-Tech’s wage verification role is limited to administrative review of submitted documents and does not include field audits or legal determinations of wage classifications. Optional Field Audit Services (If Requested by Owner) •At the Owner’s request, Mi-Tech may perform on-site field audits to provide additional verification of construction activities. •Field audits may include site visits, observation of work in progress, verification of proper installation of equipment and facilities, confirmation that site restoration meets project requirements, limited site documentation, and reporting of findings for the Owner’s records. •Field audit services are not included in the Lump Sum total and will be provided only upon written authorization from the Owner. P a g e | 3 of 5 9950 73rd St NE • Otsego, MN 55362 • 612.716.2493 • www.mi-tech.us ASSUMPTIONS •Field audit services will be billed at a rate of $80.00 per hour, or at a minimum rate of $900.00 per day, if authorized by the Owner. •Surveyor services, if required for staking or field layout, will be billed separately at standard rates and will also require authorization from the Owner. •Mi-Tech’s role in providing field audits is limited to observational verification and documentation and does not constitute legal enforcement or formal construction inspection services. Construction Layout •Mi-Tech will provide staking of the proposed fiber optic route as shown in the Construction Documents. •Staking will be provided at handholes and intermediate points as necessary to construct the fiber optic facilities as shown in the Construction Documents. ASSUMPTIONS •Construction layout assumes staking will be performed during one site visit. •Staking will be completed at critical points, bends, handholes, turning point at the Fire Station, City Hall, and adjacent to future development where coordination is needed. •Re-staking or additional site visits will be performed as an additional service at a rate of $80.00 per hour If a surveyor is required for staking, services will be billed at a minimum rate of $900.00 per day if authorized by the Owner. Submittal review •Mi-Tech will review submittals for materials provided by the Contractor to ensure compliance with project specifications. Pre-Construction Conference •Mi-Tech will have a representative attend and create an agenda for a pre-construction conference to discuss project schedule, project coordination and lines of communication prior to the start of construction. ASSUMPTIONS •It is assumed that the Owner will provide a location for pre-construction conference to be held and will provide contact information for any additional parties they wish to attend to be included in the notice. •Notice will be issued by email to all parties by Mi-Tech. •Mi-Tech will prepare minutes and distribute them, along with a contact list to all attendees. P a g e | 4 of 5 9950 73rd St NE • Otsego, MN 55362 • 612.716.2493 • www.mi-tech.us Construction Observation •Mi-Tech will provide a construction representative to provide part-time observation of the project. •Mi-Tech representative will be onsite for 4 hours per day worked by the Contractor and additional hours as dictated by construction progress. •Mi-Tech will prepare daily observation progress reports, documenting construction progress, milestones, and any deviations from the plan. •Mi-Tech will serve as the Owner’s representative, facilitating communication, addressing Contractor inquiries, and providing project coordination throughout the project. •Mi-Tech will be onsite for review of all fiber testing and will review and verify the results of fiber testing, ensuring compliance with industry standards and project requirements. ASSUMPTIONS •The Contractor will provide a traffic control plan to the City for the street-opening permit. Mi- Tech will review the plan for compliance with approved conditions and coordinate with City Engineering and the Contractor if adjustments are required. •Construction observation assumes part-time services averaging four (4) hours per day, with additional time onsite for testing and other critical activities, including major connection points and tie-ins. Progress Payment Review •Mi-Tech will review progress payment requests submitted by the Contractor for accuracy based on the Contract Documents and project progress and will make recommendations to the Owner. ASSUMPTIONS •Mi-Tech will make payment recommendations using a standard Mi-Tech payment application form or a form provided by the Owner prior to the Pre-Construction Conference. •Mi-Tech will provide the payment request form to the Contractor for their use in submitting payment requests. Project Close-Out •Mi-Tech will participate in a post-construction walkthrough with the Owner and Contractor to identify any deficiencies requiring correction prior to final acceptance. •Mi-Tech will prepare a punch list for correction in accordance with the Contract Documents. •Mi-Tech will confirm completion of all punch-list items and will recommend acceptance of the project and issuance of Final Payment. •Mi-Tech will provide an accurate GPS-based route map of the installed facilities, capturing critical data points for future reference. This will include identification and documentation of handhole locations along the fiber optic route for Owner records. Record drawings will be delivered in both PDF and shapefile format. P a g e | 5 of 5 9950 73rd St NE • Otsego, MN 55362 • 612.716.2493 • www.mi-tech.us COST The work will be billed on a lump sum basis. This proposal is an estimate based on our understanding of the site conditions and the anticipated level of effort required to complete the Scope of Services. If efforts beyond those included in this estimate are required, the client will be notified, orally or in writing, and an estimate of the additional services will be provided. Our estimated cost for completion of the Scope of Services is as follows: Lump Sum Items LUMP SUM TOTAL:$ 31,725 CLOSING REMARKS Thank you for the opportunity to provide this proposal. We look forward to working with you. Please feel free to contact me at (763) 716-2493 or ehernandez@mi-tech.us with any questions or if you would like us to proceed with the Scope of Work. Sincerely, Mi-Tech Services, Inc. Eder Hernandez Project Name:LOW ZONE TREATMENT PLANT Date:3/3/2026 Address:Cottage Grove, MN Owner:City of Cottage Grove Provided By:Eder hernandez Description of Work FTG Qty Cost per Unit Flat Rate Sub Total Bid Creation and awardment:1 $0.00 $6,750.00 $6,750.00 Route Design New Buried:10,600 0 $0.51 $5,500.00 $5,500.00 Inspection/Project Management:0 $0.00 $17,575.00 $18,475.00 *ROW Permit Submittal, Cottage Grove:1 $0.00 $150.00 $150.00 ROW Permit Submittal, Wash CO:1 $0.00 $250.00 $250.00 TCP Submittal, Wash CO:2 $0.00 $350.00 $600.00 Total:$31,725.00 Contyractor shall be responsible for submitting traffic control plan, obstruction and restoration fees. express written consent of Mi-Tech Services, Inc. as identified in the Professional Services Agreement. utility information. When required, Mi-Tech will submit a design locate to GSOC and CAD the information received. It should be noted that utilities have 15 business days to respond adding to the design duration. ** Does not include City street restoration costs, paving fees, obstruction fees or traffic plan. Facility Owner EXHIBIT B 1 City Council Action Request 7.P. Meeting Date 4/15/2026 Department Engineering Agenda Category Action Item Title Water Conservation Program Staff Recommendation It is recommended that the City Council approve the following items for the 2026 Water Conservation Program: 1) The Residential Smart Irrigation Controller Program Cooperative Agreement with SWWD; 2) The Water in Motion Work Order. 3) Ellis Irrigation – Agreement for Contractor Services. 4) Lawn Pride – Agreement for Contractor Services. 5) Expenditures from the Water Utility Fund of up to $89,500 to supplement the SWWD contribution of $10,500 for implementation of the 2026 Water Conservation Program. Budget Implication $89,500 - Water Utility Fund Attachments 1. 1-2026 SWWD_Irrigation_Controller_Agreement_CC_Memo_2026-4-8 2. 2026 SWWD-CG Res Irrigation Agreement (Revised 4-10-26) 3. CGrove 2026 Irrig Assess Prop - WiM 4-3-2026 4. Ellis Irrigation - Agreement for Contractor Services 2026 5. Lawn Pride - Agreement for Contractor Services 2026 To: Honorable Mayor and City Council From: Joe Fox, P.E., Project Engineer Date: April 8, 2026 Re: 2026 Water Conservation Program, SWWD Cooperative Agreement, Water in Motion Work Order, and Agreements for Contractor Services Background Discussion Honorable Mayor, City Council, and Jennifer Levitt Recommendation SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 1 of 5 THIS AGREEMENT, by and between the South Washington Watershed District, a political subdivision of the State of Minnesota, herein after referred to as the “SWWD”, and the City of Cottage Grove, a political subdivision of the State of Minnesota, hereinafter referred to as the “City.” Hereinafter, SWWD and City shall collectively be referred to as the “Parties.” RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COST PARTICIPATION AGREEMENT (“Agreement”), dated _________, 2026, between South Washington Watershed District, 2302 Tower Drive, Woodbury, MN 55125, and the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, MN 55016. RECITALS A. The City and SWWD have a mutual interest in the management of the groundwater resources in southern Washington County. B. The City and SWWD have been included in the Minnesota Department of Natural Resources North & East Groundwater Management Area (N&EGWMA). C. The N&EGWMA extends beyond the municipal boundary of the City and the SWWD. D. A key element of the N&EGWMA plan is groundwater conservation. E. The City manages its water supply system to provide adequate supply for many users. F. The City and SWWD have partnered on several water conservation efforts in the past. G. The City adopted the Cottage Grove Water Conservation Plan on November 2, 2016, and the City adopted water conservation-based policy through new conservation based water rates on December 20, 2017, and updated on December 19, 2018. H. The SWWD has established a goal in the SWWD Watershed Management Plan to “implement conservation efforts to ensure long term viability of groundwater resources in South Washington County,” adopted October 1, 2016. I. The Washington County groundwater plan establishes a goal to “manage the quality and quantity of groundwater in Washington County to protect health and ensure sufficient supplies of clean water to support human uses and natural ecosystems,” adopted September 23, 2014. J. The City and SWWD desire to pursue innovative means to achieve greater groundwater conservation using smart technology developed for residential, commercial, and municipal irrigation systems. K. The City and SWWD desire to pursue public outreach and educational opportunities to further inform the community of best water use practices, water conservation and water efficient landscapes. South Washington Watershed District Agreement #2026- SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 2 of 5 THEREFORE, in consideration of the mutual promises set forth herein and other good and valuable considerations, the SWWD and the City agree as follows: I. City of Cottage Grove RESPONSIBILITIES: A. Program Implementation. The City will implement a residential irrigation controller program by obtaining smart irrigation controllers, advertise its residential irrigation controller program to residents in its newsletter, on its website, and on its social media platforms; sell the smart irrigation controllers at a reduced price to City residents; verify installation as needed; and after distribution and installation of the controllers, the City will monitor water use and savings. B. Funding. The City will receive grant funding from the SWWD for the sole purpose of implementing and maintaining the City’s Residential Irrigation Controller Program. Funding received from the SWWD may only be used for irrigation systems within the City and SWWD boundary and must be maintained in a separate fund. C. Schedule. The City will seek participation in the City’s Residential Irrigation Controller Program from residents within the City and the SWWD boundaries. II. South Washington Watershed District RESPONSIBILITIES: A. Funding. The SWWD will provide funding to the City in an amount not to exceed $10,500 during the term of this Agreement toward the City’s implementation and administration of its Residential Irrigation Controller Program. The SWWD will provide payment of the funds to the City upon SWWD’s receipt of an invoice from the City for the amount due. SWWD funds may only be used for residential irrigation controller systems within the SWWD boundary. B. Schedule. The SWWD will participate in the implementation and administration of the City’s Residential Irrigation Controller Program on an as needed basis as determined by the City and SWWD. III. MISCELLANEOUS: A. Relationship of Parties. Nothing contained in this Agreement is intended or shall be construed in any manner as creating or establishing a joint powers relationship, partnership, joint venture, or agency relationship between the Parties. B. Employees. The City and SWWD represents that it has, or will secure at its own expense, all personnel and/or contractors required for the performance of this Agreement. Any and all personnel, contractors of the City or SWWD shall not be deemed to have any contractual relationship with either the non-contracting City or SWWD and shall not be considered employees of either the non-contracting City or SWWD for any purpose. C. Liability. Except if arising from or out of SWWD’s fault or negligence, City agrees to indemnify and defend the SWWD, its successors, and assigns against and will hold harmless the SWWD, its successors and assigns from any claims, expenses or damages, including attorneys’ fees, arising from City performance of this Agreement. SWWD agrees to indemnify and defend the SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 3 of 5 City, its successors, and assigns against and will hold harmless the City, its successors and assigns from any claims, expenses or damages, including attorneys’ fees, arising from SWWD’s performance of this Agreement. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of SWWD and City, they shall be borne by each party in proportion to its own negligence. D. Assignment or Modification. This Agreement shall be binding upon and inure to the benefit of City and the SWWD, and their respective successors and assigns; provided, however, that neither party may assign this Agreement without the prior written consent of the other. Any modification, alteration, amendments, deletions, or waivers of the provisions of this Agreement will be valid only when mutually agreed upon in writing by both parties. Any such waiver shall not affect the waiving party’s rights with respect to any other or further breach. City’s use of contracted services to meet its obligations under this contract shall not be construed to be an assignment. E. Term. The term of this Agreement shall commence on the date written in the second paragraph of this Agreement and shall continue until December 31, 2026. This Agreement will be effective as of the date all of the signatures required below have been provided. F. Data Practices. All data collected, created, received, maintained, or disseminated for any purposes by the activities of either party because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, the Minnesota Rules implementing such act now in force or as adopted, as well as federal regulations on data privacy. Each party to this Agreement shall respond to data requests made directly to it. G. Records. Both Parties agree that either of them or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the Parties to this Agreement and invoice transactions relating to this Agreement. H. Termination. a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party to the addresses listed in the second paragraph of this Agreement. Upon termination under this provision, if there is no default by the City, City shall be reimbursed for any expenses incurred in the implementation or administration of the City’s Residential Irrigation Controller Program until the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 4 of 5 I. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. J. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. K. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. [The remainder of this page is intentionally left blank] SOUTH WASHINGTON WATERSHED DISTRICT – CITY OF COTTAGE GROVE RESIDENTIAL IRRIGATION CONTROLLER PROGRAM COOPERATIVE AGREEMENT Page 5 of 5 CITY OF COTTAGE GROVE SOUTH WASHINGTON WATERSHED DISTRICT Myron Bailey Date Sharon Doucette Date Mayor President Tamara Anderson Date John Loomis Date City Clerk Administrator Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763-559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Pa g e 1 PROFESSIONAL SERVICES PROPOSAL DATE: April 03, 2026 TO: Mr. Joe Fox, Project Engineer joefox@cottagegrovemn.gov City of Cottage Grove, Minnesota desk 651-458-2826 FROM: Tim Malooly, US EPA WaterSense Partner RE: 2025 Cottage Grove Water-Efficiency Program participation Background and Work The City of Cottage Grove chooses to build upon past work in outdoor water use efficiency actions and education among identified high water users in the City of Cottage Grove. The City continues its program of outdoor water use (primarily landscape irrigation) system assessments, reporting and recommendations including incentivized actions on the part of participants to improve water use efficiency by: • 1 - approval of cost-share applications and improvement verifications at current and previous participant locations • 2 – Irrigation efficiency program administration BUDGET SECTION 1 – ($60,000) Commercial & HOA Irrigation Retrofit cost share Water in Motion will assist interested participants in pursuing cost-share actions, up to $12,000 available per property, to improve outdoor water use efficiency based on assessment report recommendations. STEP 1 – Cost-Share application review For homeowner association and commercial/institutional participants, Water in Motion will furnish up to one hour of consulting time to: • help participants assemble cost-share applications using existing City approved forms • review and approve applications or return applications with comments to applicants • furnish phone-based support related to cost-share actions. STEP 2 – Verification of approved cost-share installations All homeowner association and commercial/institutional property cost-share actions will be subject to verification as a condition of cost-share reimbursement. For approved cost-share projects at homeowner associations or commercial/institutional properties, Water in Motion will: • verify proper installation and commissioning/programming of improvements • process paperwork required by the City to release partnership funding Mr. Joe Fox April 03, 2026 Outdoor Water Use, Reuse, Design, Consulting & Water Management 175 James Avenue North, Minneapolis, MN 55405 | 763-559-1010 | www.watermotion.com Water in Motion, Inc. proudly employs EPA WaterSense® Partners Pa g e 2 Not included: • Water in Motion has not allocated time and expertise to specify enhancements for system owner(s) • Water in Motion does not install the installation of enhancements. • Water in Motion can oversee the installation of enhancements for additional fees paid by individual system owners but, oversight is not included in this professional services proposal. Budget Section 2 - ($5,000) – 2024 Irrigation Efficiency program Administration Water in Motion estimates this budget element to include: • List refinement • Documents updating • Outreach and appointments/scheduling • Site verification of approved improvements to authorize (or refuse) partnership payments • General administrative and recordkeeping We are pleased to work with you. If you have any questions or comments regarding any part of this proposal, please contact me at 952-229-1911, or email, timm@watermotion.com. Best Regards, Timothy Malooly Water In Motion, Inc. MN Licensed in several disciplines 2008 US EPA WaterSense Partner of the Year ACCEPTANCE By: ___________________________________________ ________________________________ Signature Position ___________________________________________ ________________________________ Printed name Date City of Cottage Grove – Agreement for Contractor Services Page 1 of 8 AGREEMENT FOR SERVICES 2026 Irrigation Assessments THIS AGREEMENT (“Agreement”) is made and executed this ____day of ____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016, (“City”) and Ellis Irrigation, 10140 Grand Forest Lane, Minnesota 55129 (“Contractor”). WHEREAS, the City has accepted the proposal of the Contractor for certain Services; and WHEREAS, Contractor desires to perform the Services for the City under the terms and conditions set forth in this Agreement. NOW THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Contractor as an independent contractor for the purpose of performing certain Services (“Services”), as defined in the following documents: i. Perform assessments of the irrigation systems of all homes, HOAs, or businesses on the Assessments List that city staff will provide to the Contractor by June 1, 2026. ii. Assessment shall consist of approximately 1.0 to 1.5 hours spent at each property; the Contractor shall complete the Written Assessment Report shown in Exhibit A. iii. Contractor is responsible for calling or emailing each homeowner, HOA, or business representative on the Assessment List to arrange an assessment time. iv. A Written Assessment Report for each irrigation system on the Assessment List shall be emailed or mailed via USPS to the homeowner, HOA, or business representative by August 15, 2026. (Hereinafter “Exhibit.”) Where terms and conditions of this Agreement and those terms and conditions included in the Exhibit specifically conflict, the terms of this Agreement shall apply. v. Contractor is responsible for emailing a completed Written Assessment Report for each address to the city. b. Contractor covenants and agrees to provide Services to the satisfaction of the City in a timely fashion subject to Section 6 of this Agreement. c. Contractor agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement, including all safety standards. The Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property during the performance of the Services. The Contractor represents and warrants that it has 8th April City of Cottage Grove – Agreement for Contractor Services Page 2 of 8 the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained all permits from all applicable agencies and governmental entities. d. Contractor warrants that they are currently a Certified Landscape Irrigation Auditor (CLIA) and follow the Certified Code of Ethics for CLIA. 2. PAYMENT. a. City agrees to pay the Contractor the following: i. Assessments shall be performed for the following fees based on zones within an irrigation system: • 1 to 5 zones: $250 per assessment • 6 to 8 zones: $350 per assessment • 9 to 12 zones: $450 per assessment • Over 12 zones: discuss fee with city b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Contractor shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Fees cover irrigation assessment information only. The City is not responsible for costs of any irrigation repair or maintenance. d. Contractor shall submit one request for payment. This request shall include evidence that each site was assessed. 3. TERM. The term of this Agreement is one year. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the same terms and conditions as herein stated. 4. TERMINATION AND REMEDIES. a. Termination for Convenience. This Agreement may be terminated by either party upon 30 days’ written notice delivered to the other party at the addresses listed in Section 14 of this Agreement. Upon termination under this provision, if there is no default by the Contractor, Contractor shall be paid for Services rendered and reimbursable expenses through the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have City of Cottage Grove – Agreement for Contractor Services Page 3 of 8 fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. c. Remedies. Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City as a result of any breach of this Agreement by the Contractor. The City may, in such event: i. Withhold payments due to the Contractor for the purpose of set-off until such time as the exact amount of damages due to the City is determined. ii. Perform the Services, in which case, the Contractor shall within 30 days after written billing by the City, reimburse the City for any costs and expenses incurred by the City. The rights or remedies provided for herein shall not limit the City, in case of any default by the Contractor, from asserting any other right or remedy allowed by law, equity, or by statute. d. Upon termination of this Agreement, the Contractor shall furnish to the City copies or duplicate originals of all documents or memoranda prepared for the City not previously furnished. 5. SUBCONTRACTORS. Contractor shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in the Exhibits. The Contractor shall pay any subcontractor involved in the performance of this Agreement within the ten (10) days of the Contractor’s receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing its Services, Contractor will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 7. INSPECTION OF WORK. The City reserves the right to inspect assessment information. 8. DELAY IN PERFORMANCE. Neither City nor Contractor shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Contractor under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. City of Cottage Grove – Agreement for Contractor Services Page 4 of 8 9. CITY’S REPRESENTATIVE. The City has designated Joe Fox to act as the City’s representative with respect to the Services to be performed under this Agreement. He shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 10. PROJECT MANAGER AND STAFFING. The Contractor has designated Rick Ellis to be the primary contact for the City in the performance of the Services. He shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Contractor may not remove or replace these designated staff without the approval of the City. 11. INDEMNIFICATION. a. Contractor and City each agree to defend, indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Contractor and City, they shall be borne by each party in proportion to its own negligence. b. Contractor shall indemnify City against legal liability for damages arising out of claims by Contractor’s employees or subcontractors, including all liens. City shall indemnify Contractor against legal liability for damages arising out of claims by City’s employees or subcontractors. 12. INSURANCE. During the performance of the Services under this Agreement, Contractor shall maintain the following insurance: a. Commercial General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence, pursuant to Minnesota Statutes, Section 466.04, or as may be amended; b. Workers’ Compensation Insurance in accordance with statutory requirements. c. Automobile Liability Insurance, with a combined single limit of $2,000,000 for each person and $2,000,000 for each accident. Contractor shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the Commercial General Liability Insurance policy. 13. WARRANTIES. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any invoice, will pass to City no later than the Completion Date. City of Cottage Grove – Agreement for Contractor Services Page 5 of 8 14. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Attention: Jennifer Levitt Or emailed: jlevitt@cottagegrovemn.gov If to Contractor: Ellis Irrigation 10140 Grand Forest Lane Woodbury, MN 55129 Attention: Rick Ellis Or emailed: lrellis4@gmail.com 15. INDEPENDENT CONTRACTOR STATUS. All services provided by Contractor, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Contractor or as independent contractors of Contractor and not as employees of the City for any purpose. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b. Waiver. A waiver by either City or Contractor of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Nondiscrimination. Contractor agrees that in the hiring of employees to perform Services under this Agreement, Contractor shall not discriminate against any person by reason of any characteristic protected by state or federal law. d. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. e. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. f. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. City of Cottage Grove – Agreement for Contractor Services Page 6 of 8 g. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. h. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. City of Cottage Grove – Agreement for Contractor Services Page 7 of 8 CITY OF COTTAGE GROVE By: _______________________________ Myron A. Bailey, Mayor By: _______________________________ Tamara Anderson, City Clerk City of Cottage Grove – Agreement for Contractor Services Page 8 of 8 CONTRACTOR Signature: _______________________ Date: ___________________________ Name: __________________________ Its: _____________________________ 04/08/2026 Leonard R Ellis, CLIA Owner City of Cottage Grove – Agreement for Contractor Services Page 1 of 8 AGREEMENT FOR SERVICES 2026 Irrigation Assessments THIS AGREEMENT (“Agreement”) is made and executed this ____day of ____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016, (“City”) and Lawn Pride Irrigation, 19587 Kirby Avenue South, Hastings, Minnesota 55033 (“Contractor”). WHEREAS, the City has accepted the proposal of the Contractor for certain Services; and WHEREAS, Contractor desires to perform the Services for the City under the terms and conditions set forth in this Agreement. NOW THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Contractor as an independent contractor for the purpose of performing certain Services (“Services”), as defined in the following documents: i. Perform assessments of the irrigation systems of all homes, HOAs, or businesses on the Assessments List that city staff will provide to the Contractor by June 1, 2026. ii. Assessment shall consist of approximately 1.0 to 1.5 hours spent at each property; the Contractor shall complete the Written Assessment Report shown in Exhibit A. iii. Contractor is responsible for calling or emailing each homeowner, HOA, or business representative on the Assessment List to arrange an assessment time. iv. A Written Assessment Report for each irrigation system on the Assessment List shall be emailed or mailed via USPS to the homeowner, HOA, or business representative by August 15, 2026. (Hereinafter “Exhibit.”) Where terms and conditions of this Agreement and those terms and conditions included in the Exhibit specifically conflict, the terms of this Agreement shall apply. v. Contractor is responsible for emailing a completed Written Assessment Report for each address to the city. b. Contractor covenants and agrees to provide Services to the satisfaction of the City in a timely fashion subject to Section 6 of this Agreement. c. Contractor agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement, including all safety standards. The Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property during City of Cottage Grove – Agreement for Contractor Services Page 2 of 8 the performance of the Services. The Contractor represents and warrants that it has the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained all permits from all applicable agencies and governmental entities. d. Contractor warrants that they are currently a Certified Landscape Irrigation Auditor (CLIA) and follow the Certified Code of Ethics for CLIA. 2. PAYMENT. a. City agrees to pay the Contractor the following: i. Assessments shall be performed for the following fees based on zones within an irrigation system: • 1 to 5 zones: $250 per assessment • 6 to 8 zones: $350 per assessment • 9 to 12 zones: $450 per assessment • Over 12 zones: discuss fee with city b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Contractor shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Fees cover irrigation assessment information only. The City is not responsible for costs of any irrigation repair or maintenance. d. Contractor shall submit one request for payment. This request shall include evidence that each site was assessed. 3. TERM. The term of this Agreement is one year. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the same terms and conditions as herein stated. 4. TERMINATION AND REMEDIES. a. Termination for Convenience. This Agreement may be terminated by either party upon 30 days’ written notice delivered to the other party at the addresses listed in Section 14 of this Agreement. Upon termination under this provision, if there is no default by the Contractor, Contractor shall be paid for Services rendered and reimbursable expenses through the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have City of Cottage Grove – Agreement for Contractor Services Page 3 of 8 fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. c. Remedies. Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City as a result of any breach of this Agreement by the Contractor. The City may, in such event: i. Withhold payments due to the Contractor for the purpose of set-off until such time as the exact amount of damages due to the City is determined. ii. Perform the Services, in which case, the Contractor shall within 30 days after written billing by the City, reimburse the City for any costs and expenses incurred by the City. The rights or remedies provided for herein shall not limit the City, in case of any default by the Contractor, from asserting any other right or remedy allowed by law, equity, or by statute. d. Upon termination of this Agreement, the Contractor shall furnish to the City copies or duplicate originals of all documents or memoranda prepared for the City not previously furnished. 5. SUBCONTRACTORS. Contractor shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in the Exhibits. The Contractor shall pay any subcontractor involved in the performance of this Agreement within the ten (10) days of the Contractor’s receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing its Services, Contractor will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 7. INSPECTION OF WORK. The City reserves the right to inspect assessment information. 8. DELAY IN PERFORMANCE. Neither City nor Contractor shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Contractor under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. City of Cottage Grove – Agreement for Contractor Services Page 4 of 8 9. CITY’S REPRESENTATIVE. The City has designated Joe Fox to act as the City’s representative with respect to the Services to be performed under this Agreement. He shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 10. PROJECT MANAGER AND STAFFING. The Contractor has designated Shawn Lanning to be the primary contact for the City in the performance of the Services. He shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Contractor may not remove or replace these designated staff without the approval of the City. 11. INDEMNIFICATION. a. Contractor and City each agree to defend, indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Contractor and City, they shall be borne by each party in proportion to its own negligence. b. Contractor shall indemnify City against legal liability for damages arising out of claims by Contractor’s employees or subcontractors, including all liens. City shall indemnify Contractor against legal liability for damages arising out of claims by City’s employees or subcontractors. 12. INSURANCE. During the performance of the Services under this Agreement, Contractor shall maintain the following insurance: a. Commercial General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence, pursuant to Minnesota Statutes, Section 466.04, or as may be amended; b. Workers’ Compensation Insurance in accordance with statutory requirements. c. Automobile Liability Insurance, with a combined single limit of $2,000,000 for each person and $2,000,000 for each accident. Contractor shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the Commercial General Liability Insurance policy. 13. WARRANTIES. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any invoice, will pass to City no later than the Completion Date. City of Cottage Grove – Agreement for Contractor Services Page 5 of 8 14. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Attention: Jennifer Levitt Or emailed: jlevitt@cottagegrovemn.gov If to Contractor: Lawn Pride Irrigation 19587 Kirby Avenue South Hastings, MN 55033 Attention: Shawn Lanning Or emailed: lawnpridemn.@gmail.com 15. INDEPENDENT CONTRACTOR STATUS. All services provided by Contractor, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Contractor or as independent contractors of Contractor and not as employees of the City for any purpose. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b. Waiver. A waiver by either City or Contractor of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Nondiscrimination. Contractor agrees that in the hiring of employees to perform Services under this Agreement, Contractor shall not discriminate against any person by reason of any characteristic protected by state or federal law. d. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. e. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. f. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. City of Cottage Grove – Agreement for Contractor Services Page 6 of 8 g. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. h. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. City of Cottage Grove – Agreement for Contractor Services Page 7 of 8 CITY OF COTTAGE GROVE By: _______________________________ Myron A. Bailey, Mayor By: _______________________________ Tamara Anderson, City Clerk 1 City Council Action Request 7.Q. Meeting Date 4/15/2026 Department Engineering Agenda Category Action Item Title 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems Project - Quote Award and Service Agreement Staff Recommendation Adopt Resolution 2026-066 awarding the 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems project to the accepted quote supplied by Hydro-Vac, Inc. in the amount of $33,447.55; the appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. Budget Implication $33,447.55 - Sanitary Sewer and Stormwater Funds Attachments 1. MEMO 2026 Televising Quote Award 2. 26 Televising - Quote Tabulation 3. RESOLUTION 2026 Televising Quote Award 4. AGREEMENT FOR SERVICES - 2026 Televising and Cleaning of Sanitary and Storm Sewer Systems - Contractor Signed To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Genevieve Tester, EIT, Graduate Engineer Hailey Sutton, Engineering Technician Date: April 15, 2026 Re: 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems Quote Award Background On December 3, 2025, City Council authorized a feasibility report for the 2027 Pavement Management project. As part of the design and determination of the project scope, the existing sanitary and storm sewer systems must be cleaned and televised to determine their condition. The televising videos produced from this project will be reviewed by staff to plan maintenance that will take place during road construction. This televising typically occurs in the summer prior to the year of the project. As such, quotes for the televising and cleaning of the 2027 Pavement Management project area were received. Discussion The area planned for pavement management in 2027 includes approximately 3,653 feet of sanitary sewer televising and cleaning, and approximately 6,622 feet of storm sewer televising and cleaning. There are 18-inch and 24-inch sanitary sewers that will need to be dewatered in order to televise. This is elaborated in Section 1b of the proposal. The City of Cottage Grove received four televising and cleaning quotes. A complete breakdown of the quotes received is included in the attached quote tabulation. Contractor Quoted Amount #1 (Low) Hydro-Vac, Inc. $33,447.55 #2 Pipe Services $35,069.40 #3 American Environmental, LLC $46,239.00 #4 Hydro-Klean, LLC $49,442.18 The low quote for the project was provided by Hydro-Vac, Inc. in the amount of $33,447.55. Recommendation It is recommended the City Council adopt Resolution 2026-066 awarding the 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems project to the accepted quote supplied by Hydro-Vac, Inc. in the amount of $33,447.55; the appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. Project Name: 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems Quote Opening: Friday, March 27, 2026, at 10 AM Item Number Item Units Qty. Unit Price Total Unit Price Total Unit Price Total Unit Price Total BASE QUOTE 1 Storm Sewer Televising LF 6,622 1.15$ 7,615.30$ 1.48$ 9,800.56$ 2.50$ 16,555.00$ 1.94$ 12,846.68$ 2 Storm Sewer Cleaning LF 1,980 1.75$ 3,465.00$ 2.70$ 5,346.00$ 3.00$ 5,940.00$ 5.00$ 9,900.00$ 3 Sanitary Sewer Televising & Cleaning LF 1,059 2.75$ 2,912.25$ 1.74$ 1,842.66$ 4.00$ 4,236.00$ 5.00$ 5,295.00$ 4 18" Trunk Sanitary Televising, Cleaning, and Dewatering LF 2,144 7.50$ 16,080.00$ 6.97$ 14,943.68$ 7.00$ 15,008.00$ 8.25$ 17,688.00$ 5 24" Trunk Sanitary Televsing, Cleaning, and Dewatering LF 450 7.50$ 3,375.00$ 6.97$ 3,136.50$ 10.00$ 4,500.00$ 8.25$ 3,712.50$ TOTAL BASE QUOTE 33,447.55$ 35,069.40$ 46,239.00$ 49,442.18$ Contractor Name and Address: 3181 225th Street West 16281 Baseline Avenue 8925 County Road 43 333 NW 49th Place Farmington, MN 55024 Shakopee, MN 55379 Chaska, MN 55318 Des Moines, IA 50313 Quote No. 4 Hydro-Klean, LLC Hydro-Klean, LLC QUOTE TABULATION Quote No. 2 Pipe Services Pipe Services Quote No. 3 American Environmental LLC American Environmental LLC Quote No. 1 Hydro-Vac, Inc Hydro-Vac, Inc CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AWARDING THE 2026 TELEVISING AND CLEANING OF WHEREAS, quotes were requested to provide the necessary work for the 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems project; and WHEREAS, four firms submitted quotes; and WHEREAS, it appears that Hydro-Vac, Inc. provided the lowest accepted quote; and WHEREAS, it is the recommendation of the City Engineer that the quote be awarded to Hydro-Vac, Inc. in the amount of $33,447.55 NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems project be awarded to Hydro-Vac, Inc. in the amount of $33,447.55 and the appropriate officials are hereby authorized to sign all necessary documents to effectuate these actions. Passed this 15th day of April 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 AGREEMENT FOR SERVICES 2026 Televising and Cleaning of Sanitary & Storm Sewer Systems THIS AGREEMENT (“Agreement”) is made and executed this ___ day of ____________, 2026, by and between the City of Cottage Grove, 12800 Ravine Parkway South, Cottage Grove, Minnesota 55016, (“City”) and Hydro-Vac, Inc., 3181 225th Street West, Farmington, MN 55024 (“Contractor”). WHEREAS, the City has accepted the proposal of the Contractor for certain services; and WHEREAS, Contractor desires to perform the services for the City under the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Contractor as an independent contractor for the purpose of performing certain Services (“Services”), as defined in the following documents: i. A proposal dated March 2, 2026, incorporated herein as Exhibit A. (Hereinafter “Exhibits”). ii. Where the terms and conditions of this Agreement and those terms and conditions included in the Exhibits specifically conflict, the terms of this Agreement shall apply. b. Contractor covenants and agrees to provide the Services to the satisfaction of the City in a timely fashion, as set forth in the Exhibits, subject to Section 9 of this Agreement. c. Contractor agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement, including all safety standards. Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property during the performance of the Services. Contractor represents and warrants that it has the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained all permits from all applicable agencies and governmental entities. 2 2. PAYMENT. a. City agrees to pay Contractor $33,447.55, and Contractor agrees to receive and accept payment for Services as set forth in the Exhibits. b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Contractor shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Contractor shall submit itemized bills for Services provided to City on a monthly basis. Bills submitted shall be paid in the same manner as other claims made to City. d. Prior to payment, the Contractor will submit evidence that all payrolls, material bills, subcontractors and other indebtedness connected with the Services have been paid as required by the City. 3. TERM. The term of this Agreement is identified in the Exhibits. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deem appropriate, and upon the same terms and conditions as herein stated. 4. BONDS. If the Services provided by the Contractor as set forth in the Exhibits and this Agreement exceeds $175,000, Contractor shall furnish performance and payment bonds covering faithful performance of all the Contractor’s obligations, including, without limitation, warranty obligations and of all payment of obligations arising under this Agreement. The bonds shall each be issued in an amount equal to 100% of the stipulated sum identified in Section 2 of this Agreement. 5. TERMINATION AND REMEDIES. a. Termination by Either Party. This Agreement may be terminated by either party upon thirty (30) days’ written notice delivered to the other party at the addresses listed in Section 15 of this Agreement. Upon termination under this provision, if there is no default by the Contractor, Contractor shall be paid for Services rendered and reimbursable expenses incurred through the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. 3 c. Remedies. Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City as a result of any breach of this Agreement by the Contractor. The City may, in such event: i. Withhold payments due to the Contractor for the purpose of set-off until such time as the exact amount of damages due to the City is determined. ii. Perform the Services, in which case, the Contractor shall within thirty (30) days after written billing by the City, reimburse the City for any costs and expenses incurred by the City. The rights or remedies provided for herein shall not limit the City, in case of any default by the Contractor, from asserting any other right or remedy allowed by law, equity, or by statute. d. Upon termination of this Agreement, the Contractor shall furnish to the City copies or duplicate originals of all documents or memoranda prepared for the City not previously furnished. 6. SUBCONTRACTORS. Contractor shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in the Exhibits. Contractor shall pay any subcontractor involved in the performance of this Agreement within the ten (10) days of the Contractor’s receipt of payment by the City for undisputed services provided by the subcontractor. 7. STANDARD OF CARE. In performing its Services, Contractor will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 8. INSPECTION OF WORK. All materials and workmanship will be subject to inspection, examination, and testing by the City, who will have the right to reject defective material and workmanship or require its correction. 9. DELAY IN PERFORMANCE. Neither City nor Contractor shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Contractor under this Agreement. If such circumstances occur, the 4 nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Contractor will be entitled to payment for its reasonable additional charges, if any, due to the delay. CITY’S REPRESENTATIVE. The City has designated Chad Donnelly and Genevieve Tester to act as the City’s representatives with respect to the Services to be performed under this Agreement. They shall have complete authority to transmit instructions, receive information, interpret, and define the City’s policy and decisions with respect to the Services covered by this Agreement. 10. PROJECT MANAGER AND STAFFING. The Contractor has designated Shelly Thompson to be the primary contact for the City in the performance of the Services . She shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Contractor may not remove or replace these designated staff without the approval of the City. 11. INDEMNIFICATION. a. Contractor and City each agree to defend, indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Contractor and City, they shall be borne by each party in proportion to its own negligence. b. Contractor shall indemnify City against legal liability for damages arising out of claims by Contractor’s employees or subcontractors, including all liens. City shall indemnify Contractor against legal liability for damages arising out of claims by City’s employees or subcontractors. 12. INSURANCE. During the performance of the Services under this Agreement, Contractor shall maintain the following insurance: a. Commercial General Liability Insurance, with a limit of $2,000,000 for any number of claims arising out of a single occurrence. b. Workers’ Compensation Insurance in accordance with statutory requirements. c. Automobile Liability Insurance, with a combined single limit of $2,000,000. Contractor shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. 5 The City shall be named as an additional insured on the Commercial General Liability Insurance policy. 13. WARRANTIES. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any invoice, will pass to City no later than the final completion date of all Services. Contractor warrants that all work will be free from defects and that all materials will be new and of first quality. If within one (1) year after final payment any work or material is found to be defective, Contractor shall promptly, without cost to the City, correct such defect. 14. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Attention: City Administrator Or emailed: jlevitt@cottagegrovemn.gov If to Contractor: Hydro-Vac, Inc. 3181 225th Street West Farmington, MN 55024 Attention: Shelly Thompson Or emailed: shelly@hydrovacmn.com INDEPENDENT CONTRACTOR STATUS. All services provided by Contractor, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Contractor or as independent contractors of Contractor and not as employees of the City for any purpose. 15. RESPONSIBLE CONTRACTOR. a. In accordance with Minnesota Statutes, Section 16C.285, Contractor is hereby advised that the City cannot award a construction contract in excess of $50,000 unless Contractor is a “responsible contractor” as defined in Minnesota Statutes, Section 16C.285, subdivision 3. Contractor must complete a Responsible Contractor Certificate verifying compliance with the minimum criteria specified in Minnesota Statutes, Section 16C.285, subdivision 3, to be eligible to provide the Services outlined in this Agreement. A Responsible Contractor Certificate must be signed under oath by an owner or officer of Contractor. Contractor is responsible for obtaining the required verifications of compliance with Minnesota Statute, Section 16C.285, subdivision 3 from all subcontractors, using a form provided by the City. Contractor must submit signed verifications from subcontractors upon the City’s request. 6 b. Contractor or subcontractor who does not meet the minimum criteria established in Minnesota Statutes, Section 16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements of this statute, will not be considered a “responsible contractor” and will be ineligible to provide the Services under this Agreement or otherwise work on the project in any capacity. Contractor and any subcontractor are advised that making any false statements verifying compliance with Minnesota Statutes, Secti on 16C.285 will render the Contractor or subcontractor ineligible to perform the Services of this Agreement and may result in termination of this Agreement by the City. c. Contractor shall not sublet, sell, transfer, delegate or assign the Services or any portion of the Services of this Agreement without abiding by the applicable provisions of the Minnesota Department of Transportation Standard Specifications for Construction, Section 1801. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b. Waiver. A waiver by either City or Contractor of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Nondiscrimination. Contractor agrees that in the hiring of employees to perform Services under this Agreement, Contractor shall not discriminate against any person by reason of any characteristic protected by state or federal law. d. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. e. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. f. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. g. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. 7 h. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. 8 CITY OF COTTAGE GROVE By: _____________________________ Myron A. Bailey, Mayor By: _____________________________ Tamara Anderson, City Clerk Date: __________________________ 1 City Council Action Request 7.R. Meeting Date 4/15/2026 Department Community Development Agenda Category Action Item Title River Bend Preliminary and Final Plats Staff Recommendation Adopt Resolution 2026-056 approving the Preliminary and Final Plats for River Bend. Budget Implication N/A Attachments 1. River Bend CC Memo 2. River Bend FP Resolution 3. River Bend Final Plat 4. River Bend Preliminary Plat Proposal Location Map Review Schedule Honorable Mayor, City Council, and Jennifer Levitt Planning Considerations Property Characteristics The parcel located at 10020 Grey Cloud Trail currently contains a residence and multiple accessory structures. The property is located on the backwaters of the Mississippi River and has steep slopes classified as bluffs down to the river. The property includes land on both sides of Grey Cloud Trail and abuts the BNSF railroad. The Applicant plans to keep the existing structures on proposed Lot 1 Block 1 (2.96 acres), and proposed Lot 2 Block 1 would be created as a future buildable lot. Proposed Lot Configuration The property is also located within the Mississippi River Corridor Critical Overlay District (MRCCA). The land adjacent to the river is classified as River Neighborhood (CA-RN) where residential neighborhoods that are primarily riparian or readily visible from the river are found. The area across Grey Cloud Trail is classified as Separated from River (CA-SR) characterized by its physical and visual distance from the river. Within the CA-RN district, structures must not exceed 35 feet in height, must be located at least 100 feet from the Mississippi River and must be at least 40 feet from bluffs. A bluff is a natural topographic feature having a slope that rises at least 25 feet and the grade of the slope averages 18 percent or greater, measured over a horizontal distance of 25 feet from the toe of the slope (ordinary high water level if under water) to the top of the slope. The Applicant’s surveyor has prepared a preliminary plat showing the potential buildable area on proposed Lot 2 Block 1 of 0.5-acres that meets these distance requirements. Honorable Mayor, City Council, and Jennifer Levitt MRCCA Classifications Zoning and Comprehensive Plan Honorable Mayor, City Council, and Jennifer Levitt The minimum lot size in the R-1 District is three acres. The minimum lot size in the AG-2 District is ten acres. By splitting the land south of Grey Cloud Trail to create a new buildable parcel, proposed Lots 1 and 2, Block 1 will each be under three acres in size (Lot 1: 2.96-acres and Lot 2: 1.55-acres). Land on the north side of Grey Cloud Trail right of way will be platted as two outlots because property across rights of way cannot be combined as one parcel or as one PID. Outlot A is proposed to be 0.72 acres and must be commonly owned with proposed Lot 1, Block 1 to meet the minimum lot size of three acres. When added together, Lot 1, Block 1 plus outlot A equals 3.68 acres. Outlot B is proposed to be 1.76 acres and must be commonly owned with Lot 2, Block 1 to meet minimum lot size requirements. When added together, Outlot B plus Lot 2, Block 1 will be 3.31 acres. A deed restriction must be recorded for the properties requiring that Lot 1, Block 1 and Outlot A remain under common ownership, and a deed restriction must be recorded requiring that Lot 2, Block 1 and Outlot B remain under common ownership to ensure the lots meet minimum lot size standards. Preliminary and Final Plat Honorable Mayor, City Council, and Jennifer Levitt Right of Way Honorable Mayor, City Council, and Jennifer Levitt Required Right-of-Way Honorable Mayor, City Council, and Jennifer Levitt Access Utilities Park Dedication and Stormwater Area Charges Number of lots Total due prior to building permit Park dedication fee (per lot) Honorable Mayor, City Council, and Jennifer Levitt Storm Sewer Area Charge Southwest Drainage Area Acres Total Cost Rural Friendly Potential Units (Assume 2.5 units per acre) Divide Total Cost By Potential Units For Total Due Per Unit $9,860 per acre 3.31 $32,636.60 8.3 Potential Units $3,932.12 The Applicant is required to pay the stormwater area charges based on the City’s Surface Water Management Plan. All properties across the community pay these charges, which are triggered when subdividing a property and are used for infrastructure maintenance and improvements to improve rate control, water quality, and reduce flooding. Area charges shall be paid prior to the issuance of building permits for any new structures on Lot 2, Block 1 or Outlot B. Public Hearing Notices The public hearing notice for the March 23, 2026, Planning Commission meeting was mailed to 9 property owners within 500 feet of the proposed plat and published in the St. Paul Pioneer Press on March 11, 2026. Planning Commission Meeting The City’s Planning Commission reviewed and held a public hearing on the application at their March 23, 2026, meeting. The Applicant read a message from Kaylee Dippel regarding the proposed area charges. Staff clarified that area charges are based on the City’s Fee Table adopted by the Council and the “rural friendly” calculation was used for the plat. The Commission unanimously voted (6-to-0) to recommend approval. Recommendation The City Council is recommended to adopt Resolution 2026-056 approving the Preliminary and Final Plats for River Bend. Attachments Application Preliminary Plat Final Plat CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION APPROVING THE PRELIMINARY PLAT WHEREAS, Betsy Dippel has applied for a Preliminary Plat and Final Plat to split one existing parcel located at 10020 Grey Cloud Trail into four parcels to be called River Bend, on property legally described as: A tract of land in the Northeast ¼ of the Northwest ¼ of Section 30, Township 27 North, Range 21, West, described as follows, to wit: Beginning at a point on the East line of the Northeast ¼ of the Northwest ¼ 140 feet North of the Southeast corner of the Northeast ¼ of the Northwest ¼; thence North along the East line of said Northeast ¼ 427 feet to an iron stake on the Southwesterly right of way line of the C.B.&Q Railroad; thence North 50 degrees 42 minutes 09 seconds West 958.2 feet chord distance along the Southwesterly right of way line of the C.B.&Q Railroad to an iron stake; thence South 22 degrees 30 minutes West 576.5 feet to an iron stake on the shore of the Grey Cloud Slough; thence South 48 degrees 03 minutes 30 seconds East 405.9 chord distance to an iron stake on the shore of the Grey Cloud Slough; thence North 71 degrees 48 minutes East 413 feet to the Southwesterly right of way line of the Town Road as now established; thence South 45 degrees 40 minutes East along the Southwesterly right of way line of the Town Road 194 feet; thence South 23 degrees 30 minutes East along the Southwesterly right of way line of the Town Road 243.6 feet; thence East 32 feet to the point of beginning, Washington County, Minnesota. WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the St. Paul Pioneer Press; and WHEREAS, the Planning Commission held the public hearing for the Preliminary Plat on March 23, 2026; and WHEREAS, the public hearing was open for public testimony, and testimony from the applicant and the public was received and entered into the public record; and WHEREAS, the Planning Commission, by a 6-to-0 vote, recommended approval of the preliminary plat to be called River Bend, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the Preliminary Plat and Final Plat to split one existing parcel located at 10020 Grey Cloud Trail into four parcels to be called River Bend. The approval of the Preliminary Plat and Final Plat are subject to the following conditions: 1) A deed restriction shall be recorded upon recording the Final Plat that requires Lot 1, Block 1 and Outlot A to remain under common ownership. City of Cottage Grove, Minnesota 2) A deed restriction shall be recorded upon recording the Final Plat that requires Lot 2, Block 1 and Outlot B to remain under common ownership. 3) All applicable permits (i.e.; building, electrical, grading, and mechanical) for the construction of a house on the parcel(s) must be completed, submitted, and approved by the City before any construction activities begin. Detailed construction plans must be reviewed and approved by the Building Official and Fire Marshal. 4) The minimum setbacks for any structures shall be those found in the R-1, Rural Residential, regulations and the MRCCA CA-RN regulations. 5) Grading and erosion control measures meeting City standards shall be utilized during construction activities. 6) If any portion of a private access crossing property lines within a drainage and utility easement is damaged or destroyed due to work being performed within the easement, repair and/or replacement of the private access shall be the responsibility of the landowner(s). 7) Required stormwater area charges and park dedication fees shall be paid prior to the approval of any building permit on Lot 2, Block 1 or Outlot B. 8) All driveway access points from Grey Cloud Trail to Lot 2, Block 1 and Outlots A and B shall be approved by the City Engineer. 9) Before the City releases the final plat to be recorded, verification of Washington County approval of primary and secondary septic locations on Lots 1 and 2, Block 1 shall be submitted to the City. 10) Installation of gravel or hard-surface driveway over any drainage and utility easements shall require an encroachment agreement approved by the City prior to installation of gravel or hard-surface. A zoning permit shall be approved by the City prior to installation of gravel or hard-surface driveway materials. Passed this 15th day of April 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.S. Meeting Date 4/15/2026 Department Administration Agenda Category Action Item Title Intermediate Zone Water Treatment Plant Project – Change Order #2 Staff Recommendation Approve Change Order #2 in the amount of $144,153.00 for the Intermediate Zone Water Treatment Plant project, increasing the current contract amount from $90,267,450.29 to $90,411,603.29. Budget Implication Funded by the 3M Settlement Attachments 1. 01 Memo - Intermediate Zone Water Treatment Plant Change Order 2_4-13-2026 2. 02 mem_CO-02discussion_izwtp_cottagegrove_final 3. 03 changeorder02_cottagegrove_intermediatezoneWTP_20260410_signed To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Ryan Burfeind, P.E., Public Works Director Date: April 13, 2026 Re: Intermediate Zone Water Treatment Plant Project – Change Order #2 Background/ Discussion The Intermediate Zone Water Treatment Plant project was awarded at the June 12, 2025 City Council meeting to Rice Lake Construction Group in the total bid contract amount of $90,135,600. The engineer’s estimate for the construction of the settlement eligible water treatment plant, site and well modification improvements was $111,871,000. This change order includes several items that need to be changed or added to the project. See the attached memo for a detailed summary of the change order items. The items generally include utilities, equipment and fixture revisions/additions, drain tile systems reductions, and waterproofing updates. All of the change order item costs are 3M Settlement eligible. The cost of the additions results in the change order amount of $144,153.00 which is fully funded by the 3M Settlement. The cost of this change order is well within the balance of the project contingency that was approved with the grant agreement, which, accounting for CO #1, has a balance of $3,161,910.71. The MPCA is in agreement with the costs and reasoning behind this change order. With this change order, the total contract amount for this project would increase to $90,411,603.29. Recommendation It is recommended that the City Council approve Change Order #2 in the amount of $144,153.00 for the Intermediate Zone Water Treatment Plant project, increasing the current contract amount from $90,267,450.29 to $90,411,603.29. Memo To: Ryan Burfeind Cottage Grove Public Works Director From: Brian Lintgen Minneapolis Project/File: 193805302 Date: April 10, 2026 Reference: Intermediate Zone WTP – Change Order No. 2 Discussion The Cottage Grove Intermediate Zone Water Treatment Plant site construction is rapidly progressing with weekly concrete pours throughout the winter. The following provides background for changes presented in Change Order No. 2. · Field Order No. 03; Fire Station Parking Lot Storm Sewer Revisions o The Fire Station parking lot grading was revised to accommodate site conditions and existing drainage patterns. Instead of removing the drainage structure northwest of the parking lot it was relocated, and a new top slab and casting appropriate for the parking lot curbline were installed. The cost of this work is $9,445.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project and provide storm drainage of rainwater. · Field Order No. 08; Fire Station Irrigation Revisions o Existing asbuilt drawings of the Fire Station irrigation system did not correctly depict the location of the irrigation pipes. Revisions to the WTP irrigation system and fixes to keep the Fire Station irrigation operable are required. The cost of this work is $8,947.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. · Finished Watermain Connection and Casting Revision o The 24” finished watermain connection in the southern boulevard of 80th Street was 6 to 8 feet deeper than indicated on asbuilt drawings. Therefore, the actual depth was not shown in the project drawings. Because of the increased depth, trench boxes, shoring, and additional labor was required to make the watermain connections. The cost of this work is $20,457.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. o A drive-over storm sewer casting was needed for the existing catch basin in the WTP driveway entrance at 80th Street. The adjustment for this catch basin casting was covered in Change Order No. 1, however it was determined that a different casting was needed to accommodate the driveway. The cost of this work is $2,777.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. April 10, 2026 Ryan Burfeind Page 2 of 3 Reference: Intermediate Zone WTP - Change Order No. 2 Discussion · Drain Tile Lift Station Removal o The foundation drain tile lift station included in the plans is being eliminated in favor of a gravity drain for the drain tile. Drain tile elevation and configurations are updated to accommodate the gravity drain, and a cleanout and concrete apron is added. The elimination of the lift station will result in equipment cost savings and long-term maintenance cost reductions. A credit of $13,968.00 is provided for the revision and is in line with the typical bid pricing. · Field Order No. 15; Clearwell Ladder Additions o Ladders are provided for all access points to concrete tanks in the facility. This allows for safe operator access during maintenance. The ladders for the two clearwell tanks were omitted from the original plans and should have been included to be consistent with the other tanks. The cost of this work is $15,321.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. · Field Order No. 21; Floor Access Door Revisions o Floor access doors (hatches into concrete tanks) are modified to be a “draining” type, instead of non-draining. The hatch is mounted in a curb above the concrete floor. The drain will catch any washdown water that could otherwise enter the tank and direct it to the floor. This change ensures the water in the tanks is not contaminated with washdown water during maintenance operations. This also provides consistency with the Low Zone WTP. The cost of this work is $15,546.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. · Field Order No. 22; Floor Drain Additions o Floor drain additions and modifications are needed to better capture sources of drain water in the plant. A floor drain has been added under the house water and chemical feed water RPZs, as they have shown a propensity to discharge water periodically under normal plant operations at the Low Zone WTP, after the Intermediate Zone WTP was bid. A floor drain has been added to the dehumidifier room and the polymer storage room (short trench drain) to better accommodate cleaning and maintenance operations. In addition, water supply, drain, and gas supply piping have been modified as to not block equipment movement in the pump room and PFAS treatment room. The cost of this work is $30,931.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. · Field Order No. 28; Davit Crane and Embed Revisions o Davit crane embeds and a davit crane are important safety components. They allow for person access into the confined space tanks as well as removal of maintenance equipment. The plans included davit bases but did not specify that they needed to be rated for person access. In addition, the davit crane itself (one total needed) was not specified. The cost to add compliant davit bases at each hatch location and to supply the crane is $52,493.00 and is in line with typical bid pricing for this work. This includes a credit for the original (non-person rated) davit bases at $200 each. This work is necessary to complete the project as designed. April 10, 2026 Ryan Burfeind Page 3 of 3 Reference: Intermediate Zone WTP - Change Order No. 2 Discussion · Field Order No. 32A; Waterproofing Updates o Revisions to the location of the waterproofing system (insulation board and waterproofing membrane) were made to provide waterproofing on areas of the west clearwell below the lower-level floors. These areas did not originally include waterproofing. This revision utilized waterproofing from an exterior wall of the building that did not need the full extent of the waterproofing system because of the pavement above. However, addition of insulation board along the exterior of the building (in the area where it was swapped for the clearwell) is needed to prevent frost from forming on the inside of the lower-level walls. The cost of this work is $2,204.00 and is in line with typical bid pricing for this work. This work is necessary to complete the project as designed. Please reach out with any questions. Regards, Stantec Consulting Services Inc. Brian Lintgen PE (MN) Senior Associate Phone: (612) 712-2041 Mobile: (320) 333-6825 brian.lintgen@stantec.com EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 1 CHANGE ORDER NO.: 2 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 4/10/2026 Effective Date of Change Order: 4/10/2026 The Contract is modified as follows upon execution of this Change Order: Description: See Attachment A (Summary of Changes) Attachments: See Attachment B (Backup Information) Change in Contract Price Change in Contract Times Original Contract Price: Original Contract Times: Substantial Completion: March 1, 2028 $ 90,135,600.00 Ready for final payment: August 1, 2029 [Increase] [Decrease] from previously approved Change Orders No. 1 to No. 1 [Increase] [Decrease] from previously approved Change Orders No.1 to No. 1 Substantial Completion: 0 days $ 131,850.29 Ready for final payment: 0 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: March 1, 2028 $ 90,267,450.29 Ready for final payment: August 1, 2029 [Increase] [Decrease] this Change Order: [Increase] [Decrease] this Change Order: Substantial Completion: 0 days $ 144,153.00 Ready for final payment: 0 days Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: March 1, 2028 $ 90,411,603.29 Ready for final payment: August 1, 2029 Recommended by Engineer Accepted by Contractor By: Title: Brian Lintgen, Stantec, Project Manager Chad Napstad, Rice Lake, Project Manager Date: 4/10/2026 Authorized by Owner Approved by Funding Agency (if applicable) By: Title: Ryan Burfeind, Cottage Grove, Public Works Director Date: ATTACHMENT A Change Order Summary Cottage Grove Intermediate Zone Water Treatment Plant Change Order No. 2 - Attachment A No. Change Reason Add Deduct Price Determined 2.01 Fire Station Parking Lot; Catch Basin relocation Modifications to the parking lot storm sewer to accommodate updated grading. 9,445.00$ -$ $ 9,445.00 2.02 Field Order 08; Fire Station irrigation revisions. Incomplete asbuilt drawings of the Fire Station irrigation system required revisions to the WTP irrigation system to keep the Fire Station irrigation system operable.8,947.00$ -$ $ 8,947.00 2.03 Watermain connection changes and casting installation Watermain connection was deeper than the asbuilt drawings indicated. Additional time and materials to make the 6 to 8 foot deeper connection. Replacing a curb casting with a drive-over casting in the 80th Street driveway.23,234.00$ $ 23,234.00 2.04 Drain Tile Lift Station Revisions Elimination of the drain tile lift station and replacing it with a gravity drained outlet.-$ (13,968.00)$ $ (13,968.00) 2.05 Field Order 15; Clearwell ladder addition.Addition of ladders in the clearwell access points to make them similar to all other tank accesses.15,321.00$ -$ $ 15,321.00 2.06 Field Order 21; Floor access doors Modifying floor hatches to be a draining type instead of non-draining. Protects tanks from washdown water contamination. 15,546.00$ -$ $ 15,546.00 2.07 Field Order 22; Floor drain revisions Addition/modification of floor drains at several locations to better capture water from plant operations and RPZ discharge. Plumbing updates to allow for equipment movement in the pump and IX rooms.30,931.00$ -$ $ 30,931.00 2.08 Field Order 28; Davit crane Addition of davit crane bases that are capable of supporting person access into the tanks. Addition of the portable davit crane. 52,493.00$ -$ $ 52,493.00 2.09 Field Order 32A; Waterproofing Updates Addition of insulation board only on the exterior wall where the waterproofing system was swapped with the west clearwell walls. 2,204.00$ -$ $ 2,204.00 Totals: $ 158,121.00 $ (13,968.00) Net Total: $ 144,153.00 ATTACHMENT B Change Order Proposals Change Order Proposal #: 002 July 24, 2025 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 03R1 Fire Dept Parking Lot Brian: We propose to furnish labor, material, and equipment to complete FO 03 - Fire Dept Parking Lot. All for the sum of: $9,445.00 Clarifications: Stage #1 Schedule extension required for changes Curb install to be completed after catch basin relocation Paving will occur in late fall when McNamara is onsite for stage #2 paving, parking lot to remain gravel until fall Additional aggregate base per bid item 103 Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 7/24/2025 Deerwood, MN 56444 2 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ -$ Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ - SM Hentges -$ $0.00 -$ $0.00 -$ -$ -$ - FO 03 R1 1.00 LS -$ $0.00 -$ $0.00 8,862.00$ -$ 8,862.00$ - Aggregate base per bid item 103 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 8.375%-$ Totals -$ -$ -$ 8,862.00$ -$ 8,862.00$ Rice Lake Mark-up on Subs (5%)443.10$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond and Insurance Cost (1.5%)139.58$ Total Change Order Proposal Request 9,445.00$ Days Requested 14.00 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR To: Contact:City Of Cottage Grove Intermediate Zone Water Treatment Plant - (REV 2) Post BidProject Name:Bid Number: Fax:COTTAGE GROVE, MN - US Address:12800 RAVINE PARKWAY S Phone: Project Location:City Of Cottage Grove, Cottage Grove, MN Bid Date:5/22/2025 Addendum #:6 Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity 1.00 LS $8,954.00 $8,954.00Concrete Sidewalk Patching 1.00 EACH $8,862.00 $8,862.00Relocate Catch Basin Total Bid Price:$17,816.00 Notes: •Excludes class 5 correction or placement beneath the existing sidewalk. ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: S.M. Hentges & Sons Authorized Signature: Estimator:Tulsac 7/16/2025 4:24:30 PM Page 1 of 1 [Keywords] STANTEC – 7/23/25 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 03 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Contractor’s Project No.: Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 07/23/2025 Effective Date of Field Order: 07/23/2025 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): N/A Drawing(s) / Details (s): C003, C504 Description: Revisions to the fire hall parking lot to accommodate the site conditions and existing drainage. Relocation of drainage structure instead of removal. Installation of revised drainage components. Refer to attachment. Attachments: Revised C003; Revised C504; Existing fire station plan C1.51; Site photos Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 07/23/2025 8132 8148 8226 8246 8570 8580 8590 8600 8575 8545 8203 8421 8443 8560 8520 8461 8525 8225 8241 8200 8501 8465 8091 8107 8123 8139 8149 8462 8110 8090 8641 8081 8071 8061 8800 8804 FO O T H I L L R D . S . 80TH ST. S. IN N S D A L E A V E . S . 81ST S T . S . U TRASH BENCH G-B G-B G-B G-B G-B 23113 905.71 BLDG WALL BL 23114 905.59 BLDG WALL COR GAS U U E FO-BE-BE-B E-BE-BE-B > > > > > > > > > > > > > > > > > > > > > > > > > >>>> >>> >>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>> >> >>>>>>>> >>>>>>>>>>>>>>>>>> > > > SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS > > > > > >>>>>>>>>>>>>>>> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>> S S S S S S S CONTROL S S >>>> >> >>>>>>>>>> >> >>>> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l llllllllllllllllllll l l l l l l l l l l l l l l l l llllll l l l l l l l l l l l l l l l llllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllll l l ll l l l l l l l l l l l l l l l llllllllllll lll l l l l W W W W l l l l lll l W S >> l l l l l l l l l l l l > > >>>>>>>> > > > > > > > > > > SS SS l l l l l >> >> >> >> DE M O L I T I O N P L A N C003 N 0 60'120' CLEARING & GRUBBING OF TREES (TYP) CLEARING & GRUBBING OF TREES PROTECT TREES (TYP) PROTECT TREES (TYP) REMOVE BITUMINOUS PAVEMENT & CONCRETE CURB REMOVE CONCRETE CURB REMOVE BITUMINOUS TRAIL REMOVE BITUMINOUS PAVEMENT & CONCRETE CURB REMOVE BITUMINOUS PAVEMENT & CONCRETE CURB REMOVE BITUMINOUS PAVEMENT & CONCRETE CURB REMOVE BITUMINOUS PAVEMENT & CONCRETE CURB REMOVE BITUMINOUS TRAIL CLEARING & GRUBBING OF TREES CLEARING & GRUBBING OF TREES REMOVE BITUMINOUS PAVEMENT ADD #11 4/25/25 PROTECT TREES (TYP) ABANDON 12" CIP ABANDON 12" CIP REMOVE 12" CIP REMOVE 12" CIP REMOVE 24" DIP REMOVE 24" DIP REMOVE BITUMINOUS TRAIL REMOVE 12" CIP REMOVE 12" CIP REMOVE 12" CIP REMOVE 12" DIP DEMOLITION NOTES: 1.REMOVE AND SALVAGE EXISTING CHAINLINK FENCE. PROTECT EXISTING PAVEMENT & CURB CLEARING & GRUBBING OF TREES WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 7 / 1 5 / 2 0 2 5 - 1 1 : 3 1 a m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 0 0 3 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM ADD #32 5/7/25 CONFORMED 6/13/25 RELOCATE CATCHBASIN & REMOVE PIPE 3 CO #13 7/15/25 880 890 900 910 920 930 880 890 900 910 920 930 90 4 . 6 3 90 3 . 7 5+25 90 3 . 9 7 90 3 . 8 90 4 . 1 5 90 3 . 1 6+00 90 4 . 7 0 90 8 . 8 91 1 . 6 3 91 2 . 3 7+00 91 1 . 3 5 91 2 . 4 90 4 . 8 1 90 6 . 8 8+00 90 5 . 7 8 90 4 . 5 8+25 CB 1 1 2 ST A 8 + 0 8 RI M 9 0 3 . 2 9 IN V 8 9 9 . 8 3 1 5 " E CB M H 1 1 0 ST A 5 + 4 8 RI M 9 0 3 . 9 6 IN V 8 9 8 . 7 9 1 8 " W IN V 8 9 7 . 8 0 1 8 " S E 89'-18" PP @ 0.40% EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 171'-15" PP @ 0.40% ST M H 1 1 1 ST A 6 + 3 7 RI M 9 0 4 . 2 6 IN V 8 9 9 . 1 5 1 5 " W IN V 8 9 9 . 9 5 1 8 " S W IN V 8 9 9 . 1 5 1 8 " E 890 900 910 920 930 940 890 900 910 920 930 940 90 4 . 5 7 90 4 . 9 0+75 90 4 . 2 6 90 7 . 0 1+00 90 9 . 9 2 91 1 . 9 91 2 . 0 0 91 2 . 7 2+00 91 2 . 0 0 91 2 . 3 2+25 37'-1 8 " P V C S C H 4 0 @ 13 . 0 0 % CB M H 1 1 3 ST A 1 + 3 6 RI M 9 0 6 . 0 2 IN V 9 0 2 . 7 7 1 8 " W IN V 9 0 1 . 7 7 1 8 " N E 36'-18" P V C S C H 4 0 @ 5.00% ST M H 1 1 1 ST A 6 + 3 7 RI M 9 0 4 . 2 6 IN V 8 9 9 . 1 5 1 5 " W IN V 8 9 9 . 9 5 1 8 " S W IN V 8 9 9 . 1 5 1 8 " E CB 1 1 5 ST A 2 + 0 0 RI M 9 1 2 . 0 0 IN V 9 0 8 . 7 5 1 8 " E 26'-18" PVC SCH 40 @ 0.50% CB M H 1 1 4 ST A 1 + 7 4 RI M 9 1 2 . 0 0 IN V 9 0 8 . 6 2 1 8 " W IN V 9 0 7 . 6 2 1 8 " E 20 " D I P 880 890 900 910 920 930 880 890 900 910 920 930 90 2 . 0 5 88 3 . 8 0+75 90 3 . 5 0 88 6 . 9 1+00 90 4 . 3 3 89 2 . 5 90 4 . 5 1 89 7 . 2 2+00 90 4 . 5 0 90 0 . 9 90 4 . 5 0 90 1 . 3 2+75 CB M H 1 0 9 ST A 3 + 7 9 RI M 9 0 3 . 5 0 IN V 8 9 4 . 4 2 1 8 " N W IN V 8 9 4 . 4 8 1 5 " W IN V 8 9 4 . 4 2 2 1 " S PL U G 1 0 9 A ST A 2 + 5 2 IN V 8 9 6 . 0 0 1 5 " E 152'-15" PVC SCH 40 @ 1.00% 24 " D I P EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >>>> > > > > > > > > > > >>>>>> >> >>> >>>>>>>>>>>>>>>> >>>> >> >>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>> >> >> >> l l l l l l l l l l l l l >>>> >> l l l l l l l l l l l >> >> >> >>>> CBMH 109 CBMH 110 CB 112 DISCHARGE STRUCTURE 2 PLUG 109A CBMH 111 CBMH 113CBMH 114CB 115 CBMH 404 CB 405 8091 8107 8081 WATER TREATMENT PLANT C U H l l l l l >> >> >> >> >> >> >> >> >> >> DISCHARGE STRUCTURE 2 4+00 5+00 6+00 7+008+00 1+ 0 0 2+00 1+ 0 0 2+003+00 1+002+00 DR A I N A G E P L A N C504 N 0 25'50' STORM SEWER NOTES: 1.PVC SCH 40 PIPE SHALL BE SOLVENT WELDED JOINTS (ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT). WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 7 / 1 5 / 2 0 2 5 - 1 1 : 3 2 a m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 5 0 1 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r , 1 9 3 8 0 5 3 0 2 X S S T TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM ADJUST CASTING ADD #41 5/16/25 CONFORMED 6/13/25 ADJUST MANHOLE LOCATION. INSTALL TOP SLAB & R-3067-VB CASTING.2 CO #12 7/15/25 03.1 03.8 03.9 03.9 04.0 05.5 06.0 06.0 06.0 06.0 06.0 06.0 05.5 06.006.0 06.0 06.0 06.0 04.1 02.8 02.6 02.6 02.3 02.4 ME 03.3 04.8 03.0 04.3 04.1 04.5 03.2 05.3 04.6 04.2 04.3 04.0 03.7 04.7 05.4 05.9 03.2 02.7 04.8 03.4 03.804.6 04.9 05.3 05.4 05.5 04.5 04.5 03.6 04.4 04.2 03.9 03.7 03.5 03.5 03.7 04.1 04.7 06.0 05.9 05.5 05.3 05.4 05.2 04.4 04.1 04.3 ME03.5 ME03.3 ME 02.8 ME 98.6 ME900.0 ME 00.1 ME 99.7 ME00.4 ME00.7 ME01.4 ME01.7 ME02.2 ME02.3 ME 03.9 EOF 03.4 03.3 02.7 04.5 04.4 04.1 04.4 04.003.8 03.3 04.4 04.6 03.5 03.9 00.1 ME 04.2 05.2 05.5 02.6 03.0 06.0 05.4 06.0 05.5 05.8 05.5 06.0 05.9 05.8 05.3 04.5 03.9 05.6 06.0 06.0 97.9 ME97.9 ME 05.8 05.7 05.5 03.9 04.2 05.3 05.5 05.5 05.5 05.5 06.1 05.8 05.5 05.5 05.905.9 06.0 05.7 05.4 05.2 04.9 04.7 04.3 06.0 06.0 05.9 05.8 05.9 05.8 05.5 05.5 05.5 05.5 05.5 05.5 05.5 04.6 03.4 03.3 03.303.5 03.6 03.5 03.8 03.9 04.2 03.5 03.4 03.3 03.4 03.9 03.6 03.7 06.0 04.8 03.8 04.1 04.3 04.1 04.7 03.8 04.3 03.6 03.9 03.4 03.5 04.0 01.0 04.5 04.1 04.0 03.8 04.2 04.7 03.2 04.1 04.6 05.1 04.604.5 05.5 03.0 02.6 01.8 01.2 00.4 00.2 99.900.7 00.7 01.5 04.9 05.2 03.5 04.7 04.8 03.5 04.0 02.4 02.2 01.7 00.9 ME 99.3 ME 03.9 ME 04.2 ME 04.6 ME 04.9 ME05.0 ME 06.707.2 06.6 ME 11.5 ME 12.1 ME 11.5 ME 06.5 ME 02.2 ME 13.0 ME 12.9 ME 12.6 ME 00.1 ME 00.4 ME 00.6 ME 00.4 ME 00.5 ME 81.6 ME 80.0 ME 13.1 ME 13.0 ME 12.7 ME 12.4 ME 11.7 ME 99.2 ME 99.6 ME 05.3 05.6 00.1 03.1 97.9 EOF 06.0 06.1 05.9 05.9 06.1 03.0 PROPOSED BUILDING PROPOSED PARKING LOT PROPOSED PARKING LOT 6" W M 31' - 12" RCP @ 0.00% 8" W M 6" WM FFE = 906.00 = ARCH. 100'-0" 4.97' 5. 0 0 ' 5.00' 8" W M 5. 0 0 ' 35.78'50.92' 5. 0 0 ' 44 . 6 7 ' INV. = 891.75 170' - 6" DT @ 0.50% 170' - 6" DT @ 0.50% INV. = 890.90 C2.11 23 C2.11 22 C2.11 23 C2.11 22 13 C2.11 13 C2.11 21 C2.11 18 C2.11 18 C2.11 18 C2.11 18 C2.11 18 C2.11 18 C2.11 10 ' M I N 10 ' M I N 10' MIN 81' - 6" @ 2.08% BS 1 INV. = 898.70 = MECH. 92'-9" 213 DFU (BASE BID) 229 DFU (W/ ALTERNATE #1) MH 1 (EXISTING) RIM = 903.1 INV. = 897.01 (EXISTING - FIELD VERIFY) CONNECT TO EXISTING STRUCTURE. CORE DRILL AND RECONSTRUCT STRUCTURE AS REQUIRED. PROVIDE RUBBER BOOT AT CONNECTION. ADJUST RIM TO FINISH GRADE. HYD 1 & 6" GV WET TAP EXISTING 24" WM AND 8" GV 8X6 TEE 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND ADJUST GATE VALVE COVER TO FINISH GRADE ADJUST GATE VALVE COVER TO FINISH GRADE HYD 2 & 6" GV ADJUST HYDRANT TO FINISH GRADE CB 9 RIM = 903.4 INV. = 899.30 48" ID R-2501 CB 8 RIM = 903.4 INV. = 898.10 INV. = 901.40 FD (2) 48" ID R-3067-V CB 2 RIM = 902.6 INV. = 895.30 E INV. = 896.00 NW INV. = 897.40 SW INV. = 899.50 W INV. = 900.60 FD (3) SUMP INV. = 892.30 60" ID R-3067-V CB 7A RIM = 902.7 INV. = 897.58 INV. = 900.70 FD (3) 48" ID R-3067-V CB 1 (EXISTING) RIM = 894.85 INV. = 888.94 N (EXISTING - FIELD VERIFY) INV. = 889.36 W (EXISTING - FIELD VERIFY) INV. = 890.32 S CONNECT TO EXISTING STRUCTURE. CORE DRILL AND RECONSTRUCT STRUCTURE AS REQUIRED. PROVIDE FLEXIBLE JOINT AT CONNECTION. BD 1 INV. = 901.00 = MECH. 95'-0" 8,624 SF BD 2 INV. = 901.00 = MECH. 95'-0" 13,065 SF 34' - 12" PVC @ 0.53% CB 5 RIM = 903.1 INV. = 900.00 INV. = 901.30 FD (3) 48" ID R-3067-V CB 4 RIM = 903.0 INV. = 899.85 INV. = 901.20 FD (3) 48" ID R-3067-V CB 3 RIM = 903.3 INV. = 899.78 INV. = 901.50 FD (3) 48" ID R-3067-V CB 6 RIM = 903.2 INV. = 900.10 INV. = 901.40 FD (3) 48" ID R-3067-V MH 101 RIM = 905.2 INV. = 896.50 SE INV. = 896.55 W 48" ID R-1642 14' - 12" RCP @ 0.50% 34' - 12" RCP @ 0.44% 261' - 12" RCP @ 0.46% 152' - 12" RCP @ 0.46% FES 2 INV. = 895.00 18" APRON 42' - 18" RCP @ 0.71% 100' - 15" PVC @ 0.60% 145' - 15" PVC @ 0.34% 138' - 12" RCP @ 0.49% MH 103 RIM = 904.5 INV. = 898.90 E INV. = 899.10 W INV. = 900.20 S 48" ID R-1642 14' - 12" RCP @ 0.71% 32' - 12" PVC @ 2.50% 109' - 12" PVC @ 1.38% 69' - 12" RCP @ 0.55% 1 1 1 11 91' - 15" RCP @ 0.55% 10 ' M I N 5 C2.12 20 C2.11 18 C2.11 CB 7B RIM = 901.0 INV. = 897.90 INV. = 899.00 FD (2) 48" ID R-3067-V 73' - 12" RCP @ 0.44% 10 ' M I N PROPOSED STORMWATER POND BOTTOM AREA = 1,700 SF BOTTOM ELEVATION = 889.00 NWL = 895.00 HWL = 897.54 EOF = 897.90 24 C2.11 PROPOSED TRASH AND GENERATOR ENCLOSURE MH 102 RIM = 904.4 INV. = 897.15 E INV. = 897.40 N INV. = 898.40 W 48" ID R-1642 6" GV 70' - 6" @ 2.20% (MIN. SLOPE ALLOWED = 2.08%) MH 2 (EXISTING) RIM = 903.0 INV. = 897.39 W (EXISTING - FIELD VERIFY) INV. = 895.47 SE (EXISTING - FIELD VERIFY) CONNECT TO EXISTING STRUCTURE. CORE DRILL AND RECONSTRUCT STRUCTURE AS REQUIRED. PROVIDE RUBBER BOOT AT CONNECTION. ADJUST RIM TO FINISH GRADE. 06.0 06.0 06.0 05.5 06.0 04.3 04.1 04.5 02.7 04.8 03.4 03.8 04.5 03.6 04.4 04.1 04.3 ME03.5 ME03.3 ME 02.8 ME 98.6 ME900.0 ME 00.1 ME ME 04.4 04.6 04.1 04.1 04.4 04.003.8 03.3 04.4 04.6 03.5 03.9 00.1 ME 04.2 05.2 05.5 02.6 03.0 06.0 6.0 05.8 04.4 06.0 06.0 05.8 05.7 05.5 05.9 05.3 05.3 05.5 05.5 05.5 05.5 06.1 05.1 05.8 05.5 05.5 05.905.9 06.0 05.7 06.0 04.5 04.1 04.0 03.8 04.2 04.7 03.2 04.1 04.6 05.1 04.8 03.5 04.0 99.3 ME 00.5 ME 81.6 ME 80.0 ME 06.0 06.0 06.0 06.1 05.9 05.9 06.1 DING RKING LOT 6" W M 00'-0" 44 . 6 7 ' 93' - 12" PVC @ 1.61% BD 2 INV. = 901.00 = MECH. 95'-0" 14,756 SF 5.00' 170' - 6" DT INV. = 890.90 C 18 C2.11 18 C2.11 18 C2.11 10 ' M I N 10' MIN HYD 1 & 6" GV 45° BEND 45° BEND 45° BEND TE VALVE FINISH GRADE ADJUST HYDRANT TO FINISH GRADE CB 8 RIM = 903.4 INV. = 898.10 INV. = 901.40 FD (2) 48" ID R-3067-V CB 2 RIM = 902 INV. = 89 INV. = 89 INV. = 89 INV. = 89 INV. = 90 SUMP INV 60" ID R-3067-V CB 7A RIM = 902.7 INV. = 897.58 INV. = 900.70 FD (3) 48" ID R-3067-V CB RIM INV INV INV CO CO ST FLE 34' - 12" PVC @ 0.53%MH 101 RIM = 905.2 INV. = 896.50 SE INV. = 896.55 W 48" ID R-1642 152' - 12" RCP @ 0.46% 42' - 18" RC @ 0.71 100' - 15" PVC @ 0.60% 1 1 1 1 91' - 15" RCP @ 0.55% 10 ' M I N 7B = 901.0 = 897.90 = 899.00 FD (2) D 67-V 73' - 12" RCP @ 0.44% PROPOSED TRASH AND GENERATOR ENCLOSURE MH 102 RIM = 904.4 INV. = 897.15 E NV. = 897.40 N NV. = 898.40 W 48" ID R-1642 1. REFER TO SHEET C1.41, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES. 2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 7'-6" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 35), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b. ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. NOTES LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAINTILE (DT) / FINGER DRAIN (FD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROVIDE MINIMUM 24" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE 1 C2.11 905 05.6 1 LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING 7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 Scale NorthCheck Drawn Date: Comm Revisions Description Date Num DAVID A. REY 02/09/1740180 162127 02/09/17 MLB DAR 1" = 30' C1.51 MINNESOTA PROFESSIONAL ENGINEER City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 8641 80th Street South Cottage Grove, MN 55016 2017 New Central Fire Station 17 C2.11 19 C2.11 22 C2.11 1 C2.12 2 C2.12 23 C2.11 13 C2.11 18 C2.11 4 C2.12 20 C2.11 PR #009 06/06/2017 9 9 Change Order Proposal #: 004 December 10, 2025 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 08 – Fire Station Irrigation Brian: We propose to furnish labor, material, and equipment to complete FO 08 Fire Station Irrigation: All for the sum of: $8,947.00 Clarifications: An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 12/10/2025 Deerwood, MN 56444 4 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 4.00 110.00$ $440.00 -$ $0.00 -$ -$ 440.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ - Irrigation Doctor 1.00 LS -$ $0.00 -$ $0.00 7,893.00$ -$ 7,893.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%22.00$ Sales Tax 1.00 ea 8.375%-$ Totals 4.00$ 440.00$ -$ 7,893.00$ -$ 8,355.00$ Rice Lake Mark-up on Subs (5%)394.65$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)66.00$ Bond and Insurance Cost (1.5%)132.23$ Total Change Order Proposal Request 8,947.88$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR 2 RECIPIENT: Rice Lake Construction Intermediate Zone Water Treatment Plant-Cottage Grove Contractor Project # 25-24 Cottage Grove, Minnesota 55016 Estimate #44951 Sent on Sep 16, 2025 Total $7,893.00 Change Order Summary of Work The following description of work is considered "EXTRA" work and has additional charges associated with it. Sign-Off for this work is required to proceed. Product/Service Description Qty.Unit Price Total IRRI-ALT/ADD Irrigation Add for Field Order #8: Reference: RFI #34, RFI #39 Drawing(s): IR100, IR101, IR103, IR104 Description: Adjust existing fire station zone 11 remove control valve location west to open space and route lateral as needed through fire station plantings to connect to existing zone lateral at the east curb. Remove/abandon additional fire station southern mainline at parking lot curb/trash enclosure. Provide new mainline, at line size, and control wire as needed to return existing fire station system to operable order at the conclusion of work. Attachments: IR100.PDF, IR101.PDF, IR103.PDF, IR104.PDF Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 9/8/2025 1 $7,893.00 $7,893.00* * Non-taxable Total $7,893.00 1 of 2 pages Irrigation Doctor Inc. 7171 Commerce Circle West Fridley, Minnesota 55432 763-571-7555 service@irrigationdesigns.com | http://www.irrigationdesigns.com/ *All quotes must be signed to be considered valid. Quotes remain valid for a period of 30 days; thereafter, prices may be subject to adjustments. *REPAIRS POLICY: Damage caused by external parties to a newly installed irrigation system may occur. In such cases, repairs will be classified as "Billable" at our standard rates and will require written approval from the General Contractor (GC) prior to the commencement of any repairs. *PROJECT ADDS: Additional irrigation, outside of the intended scope, may be requested and will require a signed PO# or WO#. Once Adds are completed they are billed and due net 30. ******************THIS IS A CONTRACT TO PERFORM WORK AT THE ABOVE STATED PRICE****************** As the "Client," you have the authority to approve the work outlined above. Effective communication is crucial for a seamless installation process. We kindly request that you keep the staff at Irrigation Doctor informed and notify us promptly regarding the scheduling of our work. *SEPARATE CONTRACT: If you have a separate contract that you'd like us to sign, please forward to rholt@irrigationdesigns.com before work commences. *CANCELLATION POLICY: A cancellation requires a notice period of 60 days. *RETAINAGE POLICY: Retainages are not permitted unless specified in the final contract. *LIEN POLICY: We will place a lien on any project that remains unpaid in full within 90 days of installation. *BILLING POLICY: We utilize "Progressive Billing" for projects that extend beyond a 30-day timeline. **PRE-LIEN NOTICE: (a) Any individual or company providing labor or materials for the enhancement of your property may file a lien against your property if payment for their contributions is not received. (b) Under Minnesota law, you have the right to pay individuals or companies that supplied labor or materials for this improvement directly and deduct this amount from our contract price. Alternatively, you may withhold the amounts due to them from us until 120 days after the completion of the improvement, unless we provide you with a lien waiver signed by those who supplied any labor or materials for the improvement and who provided timely notice.notice. Signature: _____________________ Date: _____________ 2 of 2 pages Irrigation Doctor Inc. 7171 Commerce Circle West Fridley, Minnesota 55432 763-571-7555 service@irrigationdesigns.com | http://www.irrigationdesigns.com/ STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 08 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 9/8/2025 Effective Date of Field Order: 9/8/2025 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: RFI #34, RFI #39 Drawing(s): IR100, IR101, IR103, IR104 Description: Adjust existing fire station zone 11 remove control valve location west to open space and route lateral as needed through fire station plantings to connect to existing zone lateral at the east curb. Remove/abandon additional fire station southern mainline at parking lot curb/trash enclosure. Provide new mainline, at line size, and control wire as needed to return existing fire station system to operable order at the conclusion of work. Attachments: IR100.PDF, IR101.PDF, IR103.PDF, IR104.PDF Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 9/8/2025 PINE TREE POND PARK COTTAGE GROVE CENTRAL FIRE STATION WATER TREATMENT PLANT SS SS SS SS H H H C HH C H H H H H H TRANTRAN ? H C WELL WELL H H C H WELL TRAN TRAN H H HCTVC C U H S CONTROL H C- B C- B C- B C- B C- B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C- B C- B C- B C- B C- B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C- B C-B C- B C- B C- B C- B C- B C- B C- B C- B C- B C-B C-B C-BC-BC-B C- B C- B C- B C- B C- B C- B C-B C-B C-BC-B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C-B C-B C-B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B G-B G-B G-B G-B G-B G-B H H S S GAS U U E FO-B FO-BE-BE-BE-B E-BE-BE-B E-B E-B C-B l l l G-BG-BG-B l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll >> >> >>>> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> > > > > > >>>>>>>>>>> >> >>>>>>>> >>>>>>>>>>>>>> >>>> >>>>>>>> >> >>>>>>>>>> >> l l l l l l l l l l l l l l l l l l l l l l >> l l l l l >> l l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> EX STORM WATER POND BTM 889.0 NWL 895.0 HWL 897.5 EOF 897.9 894.53 896.20 894.95 >> >>>> >>>> >>>>>>> > > > > > > > > > > > > > > > > > > > >>>>>>> >>> SS SS SS SS SS SS SS SS SS SS SS SS SS > > > > > > >> >> >> >> >>>> >> >> >> S S S S S S S CONTROL S>>>>>> >> >>>>>>>>>> >> >> >>>> >> l l l l l l l l l l llllllllllllllll l l l l l l l l l lllllll l l l l l l l llllllllllllllllllllllll l l l l l l l lllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l W l l l l l llll l l W > > >>>>>>>>>> > > > SS SS >> >> >> >> S C RS BF M 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 24 24 24 30 30 30 24 24 18 18 18 18 18 18 18 18 18 18 24 24 18 24 24 24 24 24 24 24 24 18 18 1818 S S S S S S 24 18 LSR L S S S S S S S S S S S S S S S S S S S S S S S S S S S S R 181818181818 18 18 18 18 18 18 18 18 18 18 18 18 18 18 181818 24 24 24 242424 24 2424 24 24 242424 2424 24 2424 2424 242424 18 18 18 18 24 24 24 24 24 24 24 24 18 18 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 2424 2424 24 24 24 24 24 S S S S S S S S S S S S 18 18 18 24 24 24 242424SSSSSSSSSL R S S S S S S S S S S S S S S S S S S 18 18 S S 30 30 30 30 H H OV A R A L L I R R I G A T I O N P L A N IR100 N 0 50'100' WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 8 / 2 5 / 2 0 2 5 - 4 : 5 2 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ I R 1 0 0 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 _ t t l b _ 2 2 x 3 4 _ l a , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S S T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 X S N I , 1 9 3 8 0 5 3 0 2 X S N L , 1 9 3 8 0 5 3 0 2 _ X S N F TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 PBW DRS LA N D S C A P E A R C H I T E C T MI N N E S O T A JA C O B C . B U R G S T A H L E R 54 4 7 6 03 / 2 8 / 2 0 2 5 JCB JCB JDR IRRIGATION NOTES: 1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCING WORK. CONTACT GOPHER STATE ONE AT (651)-454-0002. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILL AFFECT CONSTRUCTION OPERATIONS. 3.CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS OR WITHIN THE DRIP LINE OF ANY TREE. 4.THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC. SHOWN WITHIN PAVED AREAS IS SHOWN FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. 5.SEE SHEET IR501 FOR IRRIGATION LEGEND AND NOTES. FIRE STATION IR103 & IR104 IR101 A/IR102 B/IR102 CONFORMED 6/13/25 1 FO #8 08/25/251 ? H H HCTVC C U H C- B C- B C- B C- B C- B C-B C-B C-B C-B C-B C-B C-B C-BC-BC-BC-BC-BC-BC-B C- B C- B C- B C- B C- B C- B C- B C-B C-B C-B C-B C-B C-BC-BC-BC-B C-B C-B C- B C- B C- B C-B C-B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B C- B l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l l l l l l l l l l l l l l llllllllll >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >>>> >>>>> > > > > > > > > > > > > >>> >>>> >>>>>>>>>>>>>>>>>>>> >>>> >> >>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>> >> >>>>>>>> >>>>>>>> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >>>> >> >> >> >> >> >> 894.53 896.20 894.95 >> >> >> >> >> >> >> >> >> >> >> >> >> >> S S S l l l l l l l l l >> >> >> >> >> >> C RS BF M 2" 2" 2" 2"4" 2" 4" 2" 4" 18 18 18 18 18 18 18 18 18 18 18 18 18 2" 2" 2" 2" 2" 2" 4" 2" 27.67 112" 128 1" 38.19 112" 33.014 112" 1029.4 112" 2112 112" 1" 2" 2" 2" 112" 4" 2" 24 24 24 30 30 30 24 24 18 18 18 18 18 18 18 18 18 18 24 24 18 24 24 24 24 24 24 24 24 S S S S S S 24 18 LSR L S S S S S S S S S S S S S S S S S S 4"2" 181818181818 18 18 18 18 18 18 18 18 18 18 18 18 1818 4" 18 24 24 24 242424 24 2424 24 24 242424 2424 24 2424 2424 242424 18 18 18 18 24 1" 1" 11 4" 11 4" 11 4"1" 1" 1" 11 4"1" 1" 11 2" 1" 1" 1" 11 4" 1" 2" 2" 2"11 2" 1" 11 4" 1" 1" 1" 1"1" 1" 113.3 1" 224 112" 342 112" 439 112" 6.913 1" 23.216 112" 817 1" 1926.6 112" 21.920 112" 18 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 2424 2424 24 24 24 24 24 S S S S S S S S S S S S 18 18 18 24 24 24 S S S S S S S 30 11 4" 11 4" 11 4" 11 4" 11 4" 1" 11 4" 11 4" 11 2" 11 2" 11 2" 11 4" 1" 11 2"11 2" 11 4" 1"1" 2"11 4" 1" 1" 11 2" 1" 1" 1" 1"11 4" 1" 1" 1" 11 4" 11 4" 11 4" 1"11 4" 1" 1" 1" 1" 2" 1" 1" 1" 1" 2" 1" 2" 2" 1" 2" 1136.3 112" 1233.3 112" 29.115 112" 2221.6 112" 112" 4" 2" H WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 8 / 2 5 / 2 0 2 5 - 4 : 5 2 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ I R 1 0 0 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 _ t t l b _ 2 2 x 3 4 _ l a , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S S T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 X S N I , 1 9 3 8 0 5 3 0 2 X S N L , 1 9 3 8 0 5 3 0 2 _ X S N F TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 PBW DRS LA N D S C A P E A R C H I T E C T MI N N E S O T A JA C O B C . B U R G S T A H L E R 54 4 7 6 03 / 2 8 / 2 0 2 5 JCB JCB JDR IR R I G A T I O N P L A N IR101 N 0 10'20' IRRIGATION NOTES: 1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCING WORK. CONTACT GOPHER STATE ONE AT (651)-454-0002. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILL AFFECT CONSTRUCTION OPERATIONS. 3.CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS OR WITHIN THE DRIP LINE OF ANY TREE. 4.THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC. SHOWN WITHIN PAVED AREAS IS SHOWN FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. 5.SEE SHEET IR501 FOR IRRIGATION LEGEND AND NOTES. MAINLINE POINT OF CONNECTION SEE BUILDING PLUMBING PLANS FOR CONTINUATION WALL MOUNTED CONTROLLER SEE ELECTRICAL PLANS FOR LOCATION SEE BUILDING PLUMBING PLANS FOR IRRIGATION POINT OF CONNECTION B/ I R 1 0 2 SE E D E T A I L A/IR102SEE DETAIL IR103-104SEE SHTS IRRIGATION MAINLINE STUB FOR FUTURE PLAYGROUND EXPANSION PROVIDE 6' MINIMUM WIRE BUNDLE WITHIN VALVE BOX CONFORMED 6/13/25 1 FO #8 08/25/251 COTTAGE GROVE CENTRAL FIRE STATION U HC- B C- B H H GAS U U E FO-B FO-B FO-B FO-B FO-B FO-B FO - B FO - B FO - B FO - B FO - B E-BE-BE-BE-BE-BE-BE-BE-B E-BE-BE-BE-BE-BE-BE-BE-B G-B G-B G- B G- B G-B FO-B E-B E-B E- B E- B E-BE-BE-BE-B FO-B FO-B FO-B G-BG-BG-BG-BG-BG-BG-BG-BG-B >>> >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS SS SS SS SS > > > > > > > > > > > > > > > > >> >> >> S S S CONTROL S >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>> >>>>>>>>>>>>>> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l lllllllllllllllllllllllllllll l l l l l l l l l l l l llllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllll l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> S H H WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 8 / 2 5 / 2 0 2 5 - 4 : 5 3 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ I R 1 0 0 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 _ t t l b _ 2 2 x 3 4 _ l a , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S S T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 X S N I , 1 9 3 8 0 5 3 0 2 X S N L , 1 9 3 8 0 5 3 0 2 _ X S N F TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 PBW DRS LA N D S C A P E A R C H I T E C T MI N N E S O T A JA C O B C . B U R G S T A H L E R 54 4 7 6 03 / 2 8 / 2 0 2 5 JCB JCB JDR FI R E S T A T I O N E X I S T I N G I R R I G A T I O N C O N D I T I O N S A N D R E M O V A L S P L A N IR103 N 0 10'20' REMOVE ZONE C1-8 LATERAL AND SPRAY HEADS REMOVE ZONE 11 CONTROL VALVE REMOVE ZONE 12 LATERALS AND HEADS TO HERE REMOVE ZONE 13 IN ITS ENTIRETY REMOVE MAINLINE TO HERE REMOVE IRRIGATION MAINLINE REMOVE IRRIGATION MAINLINEREMOVE MAINLINE TO HERE REMOVE IRRIGATION MAINLINE EXISTING MAINLINE PROTECT IN PLACE EXISTING MAINLINE PROTECT IN PLACE EXISTING MAINLINE PROTECT IN PLACE EXISTING MAINLINE PROTECT IN PLACE REMOVE EXISTING 1" ZONE 14 CONTROL VALVE AND 1 1/4" PIPEREMOVE EXISTING 1" ZONE 8 CONTROL VALVE AND 1 1/2" PIPE AREA FOR EXISTING IRRIGATION HEAD AND LATERAL REMOVALS AND REPLACEMENT. SEE NOTES THIS SHEET FOR REMOVALS. SEE SHEET IR104 FOR NEW IRRIGATION SYSTEM. CONTRACTOR TO VERIFY IN FIELD AND MAKE ADJUSTMENTS TO FIRE STATION SYSTEM AS NECESSARY. AREA FOR EXISTING IRRIGATION HEAD AND LATERAL REMOVALS AND REPLACEMENT. SEE NOTES THIS SHEET FOR REMOVALS. SEE SHEET IR104 FOR NEW IRRIGATION SYSTEM. CONTRACTOR TO VERIFY IN FIELD AND MAKE ADJUSTMENTS TO FIRE STATION SYSTEM AS NECESSARY. AREA FOR EXISTING IRRIGATION HEAD AND LATERAL REMOVALS AND REPLACEMENT. SEE NOTES THIS SHEET FOR REMOVALS. SEE SHEET IR104 FOR NEW IRRIGATION SYSTEM. CONTRACTOR TO VERIFY IN FIELD AND MAKE ADJUSTMENTS TO FIRE STATION SYSTEM AS NECESSARY. 1 1 1 ADD #4 5/16/251 ZONE 11 LATERAL TO REMAIN SEE SHEET IR104 2 CONFORMED 6/13/25 FO #8 08/25/252 2 COTTAGE GROVE CENTRAL FIRE STATION U HC- B C- B C- B C- B H H S S GAS U U E FO-B FO-B FO-B FO-B FO-B FO-B FO - B FO - B FO - B FO - B FO - B E-BE-BE-BE-BE-BE-BE-BE-B E-BE-BE-BE-BE-BE-BE-BE-B G-B G-B G- B G- B G-B FO-B E-B E-B E- B E- B E-BE-BE-BE-B FO-B FO-B FO-B G-BG-BG-BG-BG-BG-BG-BG-BG-B l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >>>>>>>>>>>>>>>>>>>>>>>>>> >>> > > > > > > > >>> l l l l l l l l l l l l l l l l l l l l l >> >>>>>> >> >> >> >> >> >> >> >> >>>> >>> >>>>>>>>>>SS SS SS > > > > > > > > > > > > > > > > >> >> >> S S S CONTROL S >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>> >>>>>>>>>>>>>> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l lllllllllllllllllllllllllllll l l l l l l l l llllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllll l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> S 11 2" 2" 4" 2" 4" 2"2" 18 18 181818181818 18 18 18 18 18 18 18 18 18 18 18 18 18 18 1818 4" 18 1" 1" 1" 24 24 24 242424 24 2424 24 242424 11 4" 11 4"1" 1" 1" 11 4" 1" 1" 2424242424242424 S 18 18 18 30 30 30 30 11 4" 11 4" 11 4" 11 4" 2" 1" 1" 11 4" 11 4" 11 4" 1" 1" 1" 11 4" 4" 1"1"1" 1" 1" 1"11 4" 2" 2221.6 112" 2321.6 112" 2421.6 112"2425 112" 2426 112" 4" 2" H H WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 0 8 / 2 5 / 2 0 2 5 - 4 : 5 4 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ I R 1 0 0 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 _ t t l b _ 2 2 x 3 4 _ l a , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S S T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 X S N I , 1 9 3 8 0 5 3 0 2 X S N L , 1 9 3 8 0 5 3 0 2 _ X S N F TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 PBW DRS LA N D S C A P E A R C H I T E C T MI N N E S O T A JA C O B C . B U R G S T A H L E R 54 4 7 6 03 / 2 8 / 2 0 2 5 JCB JCB JDR IR R I G A T I O N P L A N IR104 N 0 10'20' CONNECT TO EXISTING CONTROL WIRE EXISTING MAINLINE, TYP. PROTECT IN PLACE EXISTING ZONE 12 ADJUST IN FIELD AS NEEDED INSTALL NEW 1" ZONE 11 REMOTE CONTROL VALVE EXISTING FIRE STATION IRRIGATION POINT OF CONNECTION NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE AND RECONNECTING ANY MODIFIED ZONES TO EXISTING CONTROLLER CONNECT TO EXISTING MAINLINE AND CONTROL WIRE EXISTING MAINLINE, PROTECT IN PLACE INSTALL NEW HEADS AND LATERAL, TYP CONNECT TO EXISTING ZONE 11 LATERAL CONNECT LATERAL TO EXISTING ZONE 12 CONNECT TO EXISTING ZONE 14 CONNECT TO EXISTING ZONE 14 REPLACE ZONE 14 RCV WITH 1 1/2" RCV INSTALL 1 1/2" LATERAL INSTALL CROSS AND REDUCERS AS NEEDED CONNECT TO NEW LATERALS EXISTING MAINLINE, TYP. PROTECT IN PLACE EXISTING MAINLINE, TYP. PROTECT IN PLACE CONNECT TO EXISTING MAINLINE AND CONTROL WIREREPLACE ZONE 8 RCV WITH 1 1/2" RCV EXISTING ZONE 14 HEADS AND LATERALS PROTECT IN PLACE, TYP ADJUST IN FIELD AS NEEDED EXISTING ZONE 12 HEADS AND LATERALS PROTECT IN PLACE, TYP EXISTING ZONE 8 HEADS AND LATERALS PROTECT IN PLACE, TYP CONNECT TO NEW SYSTEM AS SHOWN ADJUST IN FIELD AS NEEDED 1 1 1 ADD #4 5/16/251 CONFORMED 6/13/25 FO #8 08/25/252 2 Change Order Proposal #: 006 December 10, 2025 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 COP 06 – Watermain Connection & Casting Install Brian: We propose to furnish labor, material, and equipment to complete COP 06 Watermain Connection Changes & Casting Install: All for the sum of: $23,234.00 Clarifications: Summary of changes included in Hentges CO’s attached below. An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 12/10/2025 Deerwood, MN 56444 6 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 8.00 110.00$ $880.00 -$ $0.00 -$ -$ 880.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ - Hentges -$ $0.00 -$ $0.00 -$ -$ -$ - Watermain Connection Changes 1.00 LS -$ $0.00 -$ $0.00 18,189.55$ -$ 18,189.55$ - Casting Install 1.00 LS -$ $0.00 -$ $0.00 2,606.00$ -$ 2,606.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%44.00$ Sales Tax 1.00 ea 8.375%-$ Totals 8.00$ 880.00$ -$ 20,795.55$ -$ 21,719.55$ Rice Lake Mark-up on Subs (5%)1,039.78$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)132.00$ Bond and Insurance Cost (1.5%)343.37$ Total Change Order Proposal Request 23,234.70$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR 2 To: Contact:City Of Cottage Grove Intermediate Zone Water Treatment Plant - (REV 2) Post BidProject Name:Bid Number: Fax:COTTAGE GROVE, MN - US Address:12800 RAVINE PARKWAY S Phone: Project Location:City Of Cottage Grove, Cottage Grove, MN Bid Date:5/22/2025 Addendum #:6 Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity 9570 1.00 EACH $2,606.00 $2,606.00Remove Existing Casting & Install Neenah R-3290-A Casting Total Bid Price: $2,606.00 ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: S.M. Hentges & Sons Authorized Signature: Estimator:Xavier Kopp 952-492-5700 xavier.kopp@smhentges.com 9/12/2025 4:08:53 PM Page 1 of 1 To: Contact:Rice Lake Construction Group Intermediate Zone Water Treatment Plant - (REV 2) Post BidProject Name:Bid Number: Fax:218-546-7016DEERWOOD, MN 56444 US Address:22360 COUNTY ROAD 12 Phone:218-546-5519 Project Location:City Of Cottage Grove, Cottage Grove, MN Bid Date:5/22/2025 Addendum #:6 Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity 9700 1.00 LS $18,189.55 $18,189.55Additional Labor & Equipment - 24" Watermain Connection Total Bid Price: $18,189.55 Notes: • 24" Watermain Connection. Existing watermain was located approximately 6'-8' deeper than shown on the drawings. SMH exposed the existing watermain and found that it was deeper than shown, and stopped the work to get proper shoring & trench boxes in place. SMH sent an email to Rice Lake notifying them of the site condition changes & that additional costs will be encountered. Brian Lintgen confirmed that additional costs are understandable and that SMH proceeds with the work on 10/16. Materials & Labor for pay items #33 & #41 are not included in the pricing below. There will be an overrun in quantity on these items. Costs below are the additional costs for mobilizing & demobilizing trench boxes & shoring to the site, added labor hours connecting the existing watermain, & additional supervision hours. Sincerely - Jacob Wacker ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: S.M. Hentges & Sons Authorized Signature: Estimator:Jacob Wacker (952) 492-5700 jacob.wacker@smhentges.com 11/11/2025 4:25:15 PM Page 1 of 1 Change Order Proposal #: 009 February 13th, 2026 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 23 Drain Tile LS Brian: We propose to furnish labor, material, and equipment to complete FO 23 Drain Tile LS: All for the credit of: $13,968.00 Clarifications: Proposal updated per Teams meeting between Rice Lake, Hentges, and Stantec. An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter COP 009 - Summary - FO 23 Drain Tile LS 1 LS 74,493.00$ - Lift Station Credit 1 LS (88,461.00)$ (13,968.00)$ 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 2/13/2026 Deerwood, MN 56444 FO 23 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ -$ Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 LS 26.00 110.00$ $2,860.00 -$ $0.00 -$ -$ 2,860.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ SM Hentges FO #23 -$ $0.00 -$ $0.00 -$ -$ -$ - FO 23 1.00 LS -$ $0.00 -$ $0.00 66,629.00$ -$ 66,629.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%143.00$ Sales Tax 1.00 ea 8.375%-$ Totals 26.00$ 2,860.00$ -$ 66,629.00$ -$ 69,632.00$ Rice Lake Mark-up on Subs (5%)3,331.45$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)429.00$ Bond and Insurance Cost (1.5%)1,100.89$ Total Change Order Proposal Request 74,493.00$ MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 2 To: Contact:Rice Lake Construction Group Intermediate Zone Water Treatment Plant - (REV 2) Post BidProject Name:Bid Number: Fax:218-546-7016DEERWOOD, MN 56444 US Address:22360 COUNTY ROAD 12 Phone:218-546-5519 Project Location:City Of Cottage Grove, Cottage Grove, MN Bid Date:5/22/2025 Addendum #:6 Total PriceUnit PriceUnitItem Description Estimated Quantity -1.00 EACH $8,650.00 ($8,650.00)Field Order #23 - Removal Of Drain Tile Lift Station -80.00 LF $70.00 ($5,600.00)Field Order #23 - Removal Of 80' Of 10" PVC SDR 26 -15.00 LF $15.00 ($225.00)Field Order #23 & 24 - Removal Of 4" HDPE Drain Tile 142.00 LF $494.00 $70,148.00Field Order #23 - 8" PVC SCH 40 1.00 EACH $4,361.00 $4,361.00Field Order #23 - Cleanout & Protective Cover 1.00 EACH $6,595.00 $6,595.00Field Order #23 - 8" Concrete Headwall & Rip Rap Total Bid Price:$66,629.00 Notes: •This pricing includes an open wide excavation for the 8" sch 40 pvc, cleanout, & headwall. •This pricing does not include additional mobilization, this work is figured to be completed when S.M. Hentges & Sons is on site already. • On 09/02/2025, RFI 037 was responded to by Stantec in reference to the drain tile locations, elevations, required sloping, and connection locations. Sheet S100 was attached in the RFI showing a total of 2,365' drain tile per the drawings that were used at the time of bidding. Field Order #23 revised the drain tile plan sheet to show 2,345 linear feet. Field Order #24 revised the drain tile plan sheet to show 2,350 linear feet. Adding these changes together is a credit of 15' of drain tile. Field Order #24 is claiming there was 3,250 linear feet of drain tile at bid time, but when Stantec responded to RFI 037, they claimed there was 2,365 linear feet of drain tile, but did not issue a field order or state that this was a change from the original documents. • S.M. Hentges & Sons has removed all full height perimeter rock changes per these field orders #17, 23, & 24 as they have been removed per field order #30. • Removal of 80' of 10" PVC SCH 40 is reliant upon Field Order #9 being accepted. •S.M. Hentges & Sons is going to be reusing the approved trench design that has already been used for the sanitary sewer installation. ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: S.M. Hentges & Sons Authorized Signature: Estimator:Jacob Wacker (952) 492-5700 jacob.wacker@smhentges.com 2/12/2026 9:52:21 AM Page 1 of 1 Revised on 02.12.2026 870 880 890 900 910 920 870 880 890 900 910 920 87 6 . 8 0+50 88 0 . 6 6 88 0 . 5 1+00 89 8 . 9 6 88 7 . 6 90 3 . 1 3 88 6 . 6 2+00 90 4 . 5 0 88 9 . 3 90 4 . 5 0 88 9 . 8 2+75 DT C N C T ST A 2 + 4 3 IN V 8 8 1 . 5 0 8 " E 85'-8" PVC SCH 40 @ 1.00% DT C O ST A 1 + 5 7 RI M 9 0 4 . 3 0 IN V 8 8 0 . 6 5 8 " W IN V 8 8 0 . 6 5 8 " E 3'-8" PVC SCH 40 @ 1.00% DT B E N D 2 ST A 1 + 5 4 IN V 8 8 0 . 6 2 8 " W IN V 8 8 0 . 6 2 8 " N E 47'-8" PVC SCH 40 @ 1.00% 7'-8" PVC SCH 40 @ 1.00% DT F E S ST A 1 + 0 0 IN V 8 8 0 . 0 7 8 " W DT B E N D 1 ST A 1 + 0 7 IN V 8 8 0 . 1 4 8 " S W IN V 8 8 0 . 1 4 8 " E EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 20 " P V C >>>>>> 1 8" SCH 40 PVC Pipe on average, is approximately 23' feet deep 23' 8'-6" 12'-9"12'-9" Dirt Calculation (23' x 5' x 142')/27 = 605 EV-CY {[(12'-9" x 8'-6" x 142')/2]/27} x 2 slopes = 570 EV-CY (12' x 8'-6" x 142')/27 = 536 EV-CY Total Excavated CY = 1,711 EV-CY Crew Size @ 150 CY/HR - 480 Backhoe - $312/hr - 385 Backhoe - $426/hr - Off-Road Truck - $272/hr - Foreman - $194/hr = $13,733.63 for Excavation Backfill CY Needed = 2,053 LV-CY Crew Size @ 100 CY/HR - 480 Backhoe - $312/hr - Off-Road Truck - $272/hr - D6T Dozer - $303/hr - Compactor - $204/hr - 950 Loader - $242/hr - Foreman - $194/hr = $31,349.31 for Backfill Pipe Breakdown Additional Mobilizations Needed: - 385 Backhoe (2 Loads) - Off-Road - D6T Dozer - (2) Trench Boxes (1 Load) - Lowboy (Approx 4 hours per mob) - $448/hr = $8,960 total for additional mobs SCH40 Pipe Cost = $8.55/lf (total of $1,282.5) - sticks of pipe come in 10' sticks, so @142' needed, we need to purchase 150' Pipe Production - 25 lf/hr Pipe Crew: - 385 Backhoe - $426/hr - Foreman - $194/hr - 3 Laborers - $330/hr - 950 Loader - $242/hr - Trench Box - $21/hr = $6,889.84 for installing pipe Added Supervision (Superintendent) - 3 hours per work day - $194/hr = $2,200.42 for supervision Total Direct Costs = $63,133.20 10% OH&P = $7,014.80 Total Price = $70,148 Priorities: TO: Priority (1-5) 2 1 = 8 hours 4 = 5 days Received: 2 = 2 days 5 = 2 weeks Answered: 3 = 3 days cc: Superintendent, RLCG ____________________ ___________________ ___________________ RFI# 037 REQUEST FOR INFORMATION Subject: Drain Tile Layout Location: Owner: City of Cottage Grove Routing: Project: Cottage Grove IZWTP Other: Drawing No: C502, S302, S502 Spec. REQUEST The structural plan sheets show a 4-inch drain tile per detail 9 on S502 is proposed to run along building footings and under slabs. The drain tile along the slabs is installed at multiple elevations. Please provide the drain tile layout, required sloping, connection locations and a drawing of the connection into the 10-inch header. Confirm all drain tile is to be 4-inch. If drain tile size requires modification include revised pipe diameters in layout and schematic. Name: Chad Napstad Company: Rice Lake Construction Date: August 1, 2025 RESPONSE Name: Date: Reference added information for drain tile layout, sloping, lengths, and connection locations on sheet S100. All drain tile to be 4-inch as shown in Detail 9 on sheet S502. Reference 10-inch PVC Sch 40 on sheet C502. Eric Vidden 9/2/2025 TOP OF FOOTING = 876.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 385 LF TOP OF FOOTING = 888.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 1,180 LF TOP OF FOOTING = 884.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 710 LF TOP OF FOOTING = 894.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 90 LF ELEVATION CONNECTION LOCATION (TYP) 5 EACH 10" PVC SCH 40 @ 1.00% LENGTH = 80 LF Total of 2,365' Linear Feet RFI Response - 09.02.2025 1 John Benolkin From:Alicia Seaton <alicia@qfsi.net> Sent:Monday, October 27, 2025 2:09 PM To:Sean Clement Cc:Chad Napstad; Steve Montray; John Benolkin Subject:RE: Cottage Grove IZ WTP Field Order Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Sean – Due to the Engineering time involved plus the submittals the cancellation fee would be 10% ($9,829.00) for deleting PO 2524-11520 in its entirety on this project. Please send a revised copy of your PO and we will send you an invoice for this and close out on our end. Thanks, Alicia Seaton Sr. Project Manager Quality Flow Systems, Inc. Quality Control & Integration, Inc. 800 - 6th Street NW New Prague, MN 56071 (952) 758-9445 - office (952) 758-7489 – direct Some people who received this message don't often get email from alicia@qfsi.net. Learn why this is important STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 23 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 10/27/2025 Effective Date of Field Order: 10/27/2025 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): 33 44 13 Packaged Stormwater Pumping Station Drawing(s) / Details (s): Civil (C) sheets Description: Field Order #23 includes the following items: 1) C501: Removal of the drain tile lift station, 80’ of 10” PVC SCH 40, and 15’ of 6” galvanized steel forcemain. Added 142’ of 8” PVC SCH 40, cleanout with protective cover, two 8” 45D bends, 8” precast concrete headwall, and 10 CY cl. 3 rip rap. 2) C502: Removal of the drain tile lift station, 80’ of 10” PVC SCH 40, and 15’ of 6” galvanized steel forcemain within the plan and profile. 3) C503: Added 8” PVC SCH 40 within the plan and profile. 4) Added sheet C509: New plan sheet for the added 142’ of 8” PVC SCH 40, cleanout with protective cover, two 8” 45D bends, 8” precast concrete headwall, and 10 CY cl. 3 rip rap within the plan and profile. 5) C812: Removal of detail for lift station. Added detail for precast concrete headwall for subsurface drains. The revisions to the building drain tile includes the following items: 1) S100 Drain Tile Layout Figure: Removal of 385 LF of 4” HDPE Drain Tile for top of footing elevation 876.50 and 80’ of 10” PVC SCH 40. Added 365 LF of 4” HDPE Drain Tile above footing at elevation 882.50, one elevation connection location, and 142’ of 8” PVC SCH 40. Attachments: · C501, C502, C503, C509, C812, Updated drain tile layout sheet markup STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 2 Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 10/27/2025 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lll >> >>>>>> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>STORM WATER POND BTM 887.0 NWL 892.0 WQL 892.7 HWL 894.0 >> >>>> > > > > > >>>>>>>>>> >>>>>>>> >>>>>>>>>>>> >>>> >>>>>> >> >>>>>>>> >> l l l l l l l l l l l l l l l l l >> FILTRATION BASIN BTM 885.0 NWL DRY WQL 888.2 HWL 889.0 DRAINAGE SWALE l l l >> l l l l l l l l l l l l l l l l l l l l l >> >> FES 101 CBMH 102 FITTING 108 CBMH 109 CBMH 110 CB 112 CBMH 103 STMH 104 STMH 105 CBMH 106 CB 107 DISCHARGE STRUCTURE 1 DISCHARGE STRUCTURE 2 FES 201 OCS 202 FES 301 STMH 302 STMH 303 OCS 304 PLUG 109A CBMH 111 CBMH 113CBMH 114CB 115 EX MH CBMH 401 CB 403 EX CBMH EX FES EX FES EX OCS EX CBMH CBMH 404 CB 405 MH 404A >>>>>>>> >> >> 8" PVC 8132 8148 8226 8246 8570 8580 8590 8600 8575 8545 8203 8421 8443 8560 8520 8461 8525 8225 8241 8200 8501 8465 8091 8107 8123 8139 8149 8462 8110 8090 8641 8081 8071 8061 8800 8804 FO O T H I L L R D . S . 80TH ST. S. IN N S D A L E A V E . S . 81ST S T . S . 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R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM N 0 60'120' ADD #41 5/16/25 CONFORMED 6/13/25 FO#62 8/12/25 FO#233 10/24/25 3 3 880 890 900 910 920 930 880 890 900 910 920 930 88 7 . 0 0 89 3 . 0 0+50 89 4 . 2 3 89 2 . 8 1+00 90 4 . 1 8 89 3 . 4 90 4 . 2 8 89 3 . 7 2+00 90 4 . 1 9 89 5 . 1 90 4 . 4 9 89 6 . 3 3+00 90 4 . 0 4 89 8 . 3 90 4 . 2 6 90 0 . 0 4+00 90 4 . 2 8 90 2 . 9 90 4 . 0 9 90 4 . 2 5+00 90 4 . 7 1 90 5 . 9 90 3 . 7 1 90 7 . 8 6+006+50 CB M H 1 0 2 ST A 1 + 0 0 RI M 9 0 3 . 5 6 SU M P 8 9 0 . 3 0 IN V 8 9 3 . 3 0 2 1 " N IN V 8 9 6 . 7 2 1 8 " W IN V 8 9 3 . 3 0 2 4 " E 166'-18" PVC SCH 40 @ 0.25% CB M H 1 0 3 ST A 3 + 2 6 RI M 9 0 3 . 8 2 IN V 8 9 7 . 1 3 1 5 " N W IN V 8 9 7 . 1 3 1 8 " E 57'-16" PVC SCH 40 @ 0.30% ST M H 1 0 4 ST A 3 + 8 3 RI M 9 0 4 . 2 1 IN V 8 9 7 . 3 0 1 5 " N W IN V 8 9 7 . 3 0 1 8 " W IN V 8 9 7 . 3 0 1 5 " S E 56'-15" PP @ 1.44% ST M H 1 0 5 ST A 4 + 4 0 RI M 9 0 4 . 2 8 IN V 8 9 8 . 1 1 1 5 " W IN V 8 9 8 . 1 1 1 5 " S E 72'-15" PP @ 0.50% CB M H 1 0 6 ST A 5 + 1 2 RI M 9 0 4 . 0 1 IN V 8 9 8 . 4 7 1 5 " N W IN V 8 9 8 . 4 7 1 5 " E 72'-16" PVC SCH 40 @ 0.50% CB 1 0 7 ST A 5 + 8 4 RI M 9 0 3 . 4 0 IN V 8 9 8 . 8 3 1 5 " S E 61'-24" RCP @ 0.50% FE S 1 0 1 ST A 1 + 0 0 RI M 8 9 5 . 3 8 IN V 8 9 3 . 0 0 2 4 " W 24 " D I P 16 " D I P 16 " D I P EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 20 "16 " 16 " 16 " 16 " l l l l l l l llll l l lllllllll >> >> >> >> >> >> >> >> >> >>>> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >>STORM WATER POND BTM 887.0 NWL 892.0 WQL 892.7 HWL 894.0 >> >> >> >> >>>>>>>>>>>> >> >> >>>> >>>>>> >>>>>> l l l l l l l l l l l l l >>>> FILTRATION BASIN BTM 885.0 NWL DRY WQL 888.2 HWL 889.0 DRAINAGE SWALE l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l FES 101 CBMH 102 FITTING 108 CBMH 103 STMH 104 STMH 105 CBMH 106 CB 107 DISCHARGE STRUCTURE 1 FES 201 OCS 202 >>>>>>>>>>>>>>>>>>>> 8139 PLANT ? H H HCTVC BSBS >> >> >> >> >> >> >> >> >> >> >> >> >> >> S S S l l l l l l l l l l l W 1+00 2+00 3+00 4+0 0 5+00 1+ 0 0 2+ 0 0 3+ 0 0 1+00 2+00 3+0 0 1+00 DR A I N A G E P L A N C502 WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 1 0 / 2 4 / 2 0 2 5 - 3 : 1 3 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 5 0 1 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r , 1 9 3 8 0 5 3 0 2 X S S T TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM N 0 25'50' STORM SEWER NOTES: 1.PVC SCH 40 PIPE SHALL BE SOLVENT WELDED JOINTS (ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT). 23 CY CL. 3 RIP RAP ADD #51 5/20/25 CONFORMED 6/13/25 15'-18" RCP FO#62 8/12/25 CONNECT TO EX. PIPE. CONTRACTOR TO VERIFY INVERTS. 22 2 2 3 9/4/25FO#9 FO#234 10/24/25 3 4 880 890 900 910 920 930 880 890 900 910 920 930 90 6 . 5 7 89 7 . 1 0+50 90 3 . 5 6 89 3 . 7 1+00 90 3 . 7 6 89 2 . 8 90 3 . 9 8 89 4 . 1 2+00 90 4 . 0 1 89 1 . 8 90 3 . 8 1 88 8 . 2 3+00 90 3 . 6 2 88 6 . 0 90 3 . 9 1 88 9 . 6 4+00 90 4 . 4 2 89 7 . 9 90 4 . 8 7 90 2 . 8 5+00 90 3 . 9 6 90 3 . 9 90 4 . 1 5 90 3 . 0 6+00 CB M H 1 0 2 ST A 1 + 0 0 RI M 9 0 3 . 5 6 SU M P 8 9 0 . 3 0 IN V 8 9 3 . 3 0 2 1 " N IN V 8 9 6 . 7 2 1 8 " W IN V 8 9 3 . 3 0 2 4 " E CB M H 1 1 0 ST A 5 + 4 9 RI M 9 0 3 . 9 6 IN V 8 9 8 . 7 9 1 8 " W IN V 8 9 7 . 8 0 1 8 " S E 169'-18" PVC SCH 4 0 @ 2 . 0 0 % 224'-20" PVC SCH 40 @ 0.40%56'-20" PVC SCH 40 @ 0.40% CB M H 1 0 9 ST A 3 + 8 0 RI M 9 0 3 . 5 0 IN V 8 9 4 . 4 2 1 8 " N W IN V 8 9 4 . 4 8 1 5 " W IN V 8 9 4 . 4 2 2 1 " S FI T T I N G 1 0 8 ST A 1 + 5 6 RI M 8 9 5 . 6 4 IN V 8 9 3 . 5 2 2 0 " N IN V 8 9 3 . 5 3 2 0 " S 20 " D I P 30 " D I P 24 " D I P 24 " D I P 20 " D I P 24 " D I P 24 " D I P 24 " D I P EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 20 " D I P 16 " 20 " 20 " 8" P V C l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllll l l l l l l l l >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 8641 H BSBS l l >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l lllllll l >> >> >> >> >> >> >> S 1+ 0 0 2+ 0 0 3+ 0 0 1+00 2+003+00 4+ 0 0 5+ 0 0 1+ 0 0 2+ 0 0 3+0 0 1+ 0 0 1+00 2+ 0 0 1+00 2+ 0 0 3+ 0 0 1+ 0 0 2+ 0 0 2+00 3+ 0 0 4+ 0 0 DR A I N A G E P L A N C503 N 0 25'50' STORM SEWER NOTES: 1.PVC SCH 40 PIPE SHALL BE SOLVENT WELDED JOINTS (ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT). WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 1 0 / 2 4 / 2 0 2 5 - 1 1 : 0 4 a m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 5 0 1 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r , 1 9 3 8 0 5 3 0 2 X S S T TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM ADD #41 5/16/25 DRAINAGE SWALE FES 101 CBMH 102 FITTING 108 CBMH 109 CBMH 110 DISCHARGE STRUCTURE 1 DISCHARGE STRUCTURE 2 EX CBMH CONFORMED 6/13/25 22 FO#62 8/12/25 2 FO#233 10/24/25 3 3 870 880 890 900 910 920 870 880 890 900 910 920 87 6 . 8 0+50 88 0 . 6 6 88 0 . 5 1+00 89 8 . 9 6 88 7 . 6 90 3 . 1 3 88 6 . 6 2+00 90 4 . 5 0 88 9 . 3 90 4 . 5 0 88 9 . 8 2+75 DT C N C T ST A 2 + 4 3 IN V 8 8 1 . 5 0 8 " E 85'-8" PVC SCH 40 @ 1.00% DT C O ST A 1 + 5 7 RI M 9 0 4 . 3 0 IN V 8 8 0 . 6 5 8 " W IN V 8 8 0 . 6 5 8 " E 3'-8" PVC SCH 40 @ 1.00% DT B E N D 2 ST A 1 + 5 4 IN V 8 8 0 . 6 2 8 " W IN V 8 8 0 . 6 2 8 " N E 47'-8" PVC SCH 40 @ 1.00% 7'-8" PVC SCH 40 @ 1.00% DT F E S ST A 1 + 0 0 IN V 8 8 0 . 0 7 8 " W DT B E N D 1 ST A 1 + 0 7 IN V 8 8 0 . 1 4 8 " S W IN V 8 8 0 . 1 4 8 " E EXISTING FINISHED GROUND PROFILE PROPOSED FINISHED GROUND PROFILE 20 " P V C l l l llll l l l l l l l llllll >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >>>> > > > >> >>> >>>>>>>>>>>>>>>> >>>> >> >>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>> >>>>>> >>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>> >> >> >> DRAINAGE SWALE l CBMH 109 STMH 104 STMH 105 CBMH 106 DISCHARGE STRUCTURE 1 DISCHARGE STRUCTURE 2 STMH 303 PLUG 109A CBMH 113CBMH 114CB 115 >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> 8" PVC PINE TREE POND PARK WATER TREATMENT PLANT H BSBS DISCHARGE STRUCTURE 2 4+0 0 5+00 2+ 0 0 3+ 0 0 4+00 1+ 0 0 2+00 1+ 0 0 2+003+00 1+002+00 DR A I N A G E P L A N C509 WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 1 0 / 2 4 / 2 0 2 5 - 1 1 : 2 2 a m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 5 0 1 . d w g Xr e f s : , 4 8 P R C L , 1 9 3 8 0 5 3 0 2 X S N O , 1 9 3 8 0 5 3 0 2 X S N U , 1 9 3 8 0 5 3 0 2 X S N V , 1 9 3 8 0 5 3 0 2 X S X T , 1 9 3 8 0 5 3 0 2 X S X U , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r , 1 9 3 8 0 5 3 0 2 X S S T TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM N 0 25'50' STORM SEWER NOTES: 1.PVC SCH 40 PIPE SHALL BE SOLVENT WELDED JOINTS (ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT). 10 CY CL. 3 RIP RAP FO#231 10/24/25 8" 45° BEND 8" 45° BEND CLEANOUT & PROTECTIVE COVER 8" PRECAST CONCRETE HEADWALL (SEE DETAIL) 1 1 FOUNDATION SUMP MANHOLE DETAIL SUBMERSIBLE PUMP TYP. S.S. GUIDE RAIL MOUNTING BRACKET S.S. GATE VALVE EXT. HANDLES UPPER S.S. RAIL GUIDE ASSEMBLY 4" GATE VALVE 4" GALV. STEEL UNION LOWER S.S. RAIL GUIDE S.S. GUIDE RAILS S.S. LIFTING CABLE BRASS SLIDE AWAY COUPLING 4" THREADED CAST IRON BALL CHECK VALVE 4" GALV. DISCH. PIPE EL. 871.70 6" CONCRETE SLAB w/ #5 REBAR @12" O.C./E.W. EL. 899.70 3.5 CUBIC YARDS OF CONCRETE BALLAST REQUIRED CONC.PAD, 8' SQUARE SEE DETAIL B 4" FORCEMAIN TO CBMH 103 10" PVC DRAIN PIPE EL. 875.70 EL. 904.90 3" VENT EL. 901.78 DRILL AND TAP 1/2" DRAIN HOLE IN PUMP DISCHARGE PIPE 8' X 8' CONC PAD SEE DETAIL B A A SUBMERSIBLE PUMPS 36" FIBERGLASS BASIN WITH ALUMINUM HATCH COVER 4" FORCEMAIN TO CBMH 103 TOP OF LS TO BE 6" ABOVE EX. GROUND 10" PVC DRAIN PIPE. SEE CIVIL FOR DRAINTILE LAYOUT. EL. 904.40 4" CONCRETE PAVEMENT 6" AGGREGATE BASE COURSE COMPACTED SUBGRADE 6" THICKENED EDGE ALONG PERIMETER OF CONCRETE PAD 6" 6" LIFT STATION CONCRETE PAD NO SCALE #4 REBAR ST A N D A R D D E T A I L S C812 WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . Pl o t D a t e : 1 0 / 2 4 / 2 0 2 5 - 1 : 2 5 p m Dr a w i n g n a m e : V : \ 1 9 3 8 \ a c t i v e \ 1 9 3 8 0 5 3 0 2 \ 0 6 _ d e s i g n \ 0 2 _ c a d \ C A D \ D w g \ P l a n S h e e t s \ 1 9 3 8 0 5 3 0 2 _ C 8 0 2 . d w g Xr e f s : , 1 9 3 8 0 5 3 0 2 - B O R D E R _ C I V I L , 1 9 3 8 0 5 3 0 2 _ b d r TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G - A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . TH E C O P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m MI N N E S O T A . SHEET NUMBER DATENO SURVEY APPROVED DESIGNED DRAWN PROJ. NO. REVISION CHECKED CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T 193805302 MA R C H 2 8 , 2 0 2 5 PBW EPV DRS DRS EN G I N E E R DA V I D S . S A N O C K I 40 9 7 3 LMM ADD #41 5/16/25 ADD #52 5/20/25 CONFORMED 6/13/25 FO#63 8/12/25 3 FO#234 10/24/25 4 4 TOP OF FOOTING = 888.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 1,180 LF ABOVE FOOTING = 882.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 365 LF TOP OF FOOTING = 894.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 90 LF ELEVATION CONNECTION LOCATION (TYP) 6 EACH 8" PVC SCH 40 @ 1.00% LENGTH = 142 LF TOP OF FOOTING = 884.50 4" HDPE DRAIN TILE @ 0.0% LENGTH = 710 LF Change Order Proposal #: 005 December 10, 2025 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 15 – Clearwell Ladders Brian: We propose to furnish labor, material, and equipment to complete FO 15 – Clearwell Ladders: All for the sum of: $15,321.00 Clarifications: Lifeline System and accessories are not included in this proposal. An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 12/10/2025 Deerwood, MN 56444 5 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 4.00 110.00$ $440.00 -$ $0.00 -$ -$ 440.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ - Metro Manufacturing 1.00 LS -$ $0.00 -$ $0.00 13,873.00$ -$ 13,873.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%22.00$ Sales Tax 1.00 ea 8.375%-$ Totals 4.00$ 440.00$ -$ 13,873.00$ -$ 14,335.00$ Rice Lake Mark-up on Subs (5%)693.65$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)66.00$ Bond and Insurance Cost (1.5%)226.42$ Total Change Order Proposal Request 15,321.07$ Days Requested [xx] MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 2 From:Gary Dewing Date:11/17/2025 Project: Intermediate Zone WTP Improvements Erection:Erection IS included in base bid Location:Cottage Grove, MN To:- Inclusions:Field Order No. 15, dated 10/13/2025 055000 - Metal Fabrications 066000 - Plastic Fabrications Area "E" 1/S115 (2) FRP Ladders, approx. 16' long w/ Grab Bars Exclusions:Base Bid: $13,873 (tax included) Best Regards, Gary Dewing Saint Paul, MN 55130 PH: 651-776-5455 Fax: 651-776-2095 Change Order Proposal METR MANUFA TURIN IN . & METRO ERECTORS INC. (WBE) 465 Kenny Road STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 15 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 10/13/2025 Effective Date of Field Order: 10/13/2025 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): 05 50 00 Metal Fabrications, 06 60 00 Plastic Fabrications Drawing(s) / Details (s): Structural (S) sheets Description: Add ladders and accessories per the details and specifications to the (2) clearwell access hatches. Attachments: · S sheets: S100, S105, S115 Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 10/13/2025 UP UP DN UP UP DN 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D 43'-4"84'-2"48'-6"48'-4"47'-8" 18 8 ' - 0 " 1 S301 2 S301 1 S302 2 S302 2 S304 1 S304 1 S303 1 S305 56 ' - 0 " 2 S305 2 S303 AR E A A / S E E S 1 0 1 AR E A B / S E E S 1 0 2 3 S305 224'-4" AR E A D / S E E A 1 0 4 AR E A E / S E E A 1 0 5 AREA A / SEE S101 AREA C / SEE S103 AR E A C / S E E S 1 0 3 AR E A D / S E E S 1 0 4 AREA B / SEE S102 AREA D / SEE S104 AR E A D / S E E S 1 0 4 AR E A E / S E E S 1 0 5 18 ' - 0 " 10 6 ' - 0 " 24 ' - 0 " 8' - 0 " 5' - 4 " 12 ' - 0 " 59 ' - 8 " 18'-0"52'-0"47'-4"38'-8"18'-0" 156'-0" 28'-8"69'-4" 116'-0" 72'-0" 16 1 ' - 4 " 119'-8" 47'-8"72'-0" 1.4 2.3 2.8 3.6 B.3 A.3 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 10 / 1 0 / 2 0 2 5 3 : 4 1 : 2 9 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 a - md . r v t S100 OV E R A L L F O U N D A T I O N P L A N HMP BGB BGB DFW BR I A N G . B E L L E M A R E 50 3 7 8 SCALE: 3/32" = 1'-0" OVERALL FOUNDATION PLAN A B C D E N KEY PLAN 0 8'16'24' N NO. REVISION DATE CONFORMED 6/13/25 1 FO#15 10/10/2511 6 7 B A A 18" WALL W/ #6@6" EW BF 22" WALL W/ #6@6" EW BF 18" WALL W/ #6@6" EW BF 22" WALL W/ #6@6" EW BF 18" WALL W/ #6@6" EW BF 18" WALL W/ #6@6" EW BF 18" WALL W/ #6@6" EW BF 18" WALL W/ #6@6" EW BF 22" WALL W/ #6@6" EW BF 14" WALL W/ #5@8" EW BF 12" SLAB W/ #5@8" OC EW T&B 12" SLAB W/ #5@8" OC EW T&B 2 S305 T/SLAB EL 888.50 12" SLAB W/ #5@8" OC EW T&B T/SLAB EL 888.50 12" SLAB W/ #5@8" OC EW T&B T/SLAB EL 888.50 T/SLAB EL 882.50 2" FRP GRATING 16" SLAB BELOW W/ #6@6" EW T&B T/SLAB EL 882.50 2" FRP GRATING ALUM BEAM 16" SLAB BELOW W/ #6@6" EW T&B T/SLAB EL 882.50 T/SLAB EL 888.50 22" WALL W/ #6@6" EW BF 22" WALL W/ #6@6" EW BF 22" WALL W/ #6@6" EW BF 3 S305 WALL OPNG, TYP - SEE PROCESS & DETAIL 11/ S501 T/SLAB EL 888.50 T/SLAB EL 888.50 3' - 4 " 3 ' - 6 " 188'-0" 1'-10"9'-4"1'-6"137'-2"1'-10"34'-6"1'-10" 1' - 1 0 " 68 ' - 4 " 1' - 1 0 " 1'-2"10'-0"1'-6"40'-4"1'-10"14'-0"1'-8"79'-4"1'-10"23'-0"1'-6"10'-0"1'-10" 1' - 2 " 2 4 ' - 2 " 1' - 4 " 43 ' - 6 " 1' - 1 0 " CROWN SLAB TOWARDS DRAIN 7 S502 TYP 7 S502 TYP 6 S502 TYP 18" SLAB W/ #6@6" OC EW T&B 18" SLAB W/ #6@6" OC EW T&B 5/ S501 CONC CORNER REINF, TYP - SEE DETAIL B.3 A.3 7'-0" WIDE X 18" DEEP THICKENED SLAB EDGE 2" FRP GRATING 23 ' - 4 " 1 ' - 6 " 1 8 ' - 0 " 1 ' - 6 " 2 4 ' - 0 " 1 ' - 1 0 " 7'-0" WIDE X 18" DEEP THICKENED SLAB EDGE 18" SLAB W/ #6@6" OC EW T&B 2" 4'-0" 2" 1'-0"4'-0"1'-0" 4' - 1 0 " 2 " 22" WALL W/ #6@6" EW BF 1'-0" 11'-0" 4' - 1 0 " 1 ' - 0 " 3' - 6 " 5' - 6" 4" x 3'-0" SQ SUMP - SEE DETAIL 116/ S501 5' - 6" 3' - 6 " 4" x 3'-0" SQ SUMP - SEE DETAIL 116/ S501 5' - 6 " PIPE SUPPORT, TYP - SEE PROCESS & DTL 13/ S502 12" WALL W/ #6@6" EW BF 12" WALL W/ #6@6" EW BF SLAB OPENING ABOVE, TYP FRP LADDER, TYP SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 10 / 1 0 / 2 0 2 5 3 : 4 9 : 2 3 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 a - md . r v t S105 EN L A R G E D F O U N D A T I O N P L A N - A R E A " E " HMP BGB BGB DFW BR I A N G . B E L L E M A R E 50 3 7 8 SCALE: 3/16" = 1'-0"S105 1 ENLARGED FOUNDATION PLAN - AREA "E" A B C D E N KEY PLAN N 0 2'-8"5'-4"10'-8" NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 CONFORMED 6/13/25 3 FO#15 10/10/25 1 1 1 2 2 3 3 6 7 B A A1 S304 1 S305 72 ' - 0 " 2 S305 TRENCH DRAIN TYP - SEE DETAIL 14/ S501 PRECAST WALL PANEL 22" SLAB W/ #6@6" OC EW T&B PRECAST WALL PANEL HATCH CURB TYP - SEE DETAIL 1/ S502 8" CMU WALL W/ #5@32" VERT 8" CMU WALL W/ #5@32" VERT STOOP TYP -SEE DETAIL 17/ S501 22" SLAB W/ #6@6" OC EW T&B STOOP, TYP - SEE DETAIL 17/ S501 DAVIT EMBED, TYP -SEE 10/ S502 12" SLAB BELOW W/ #5@8" OC EW T&B 188'-0" 3 S305 EL 904.50 L1 72 ' - 0 " 24 ' - 1 0 " 2' - 0 " 1 6 ' - 0 " 3 ' - 9 " 3 ' - 4 " 19 ' - 1 0 " 31 ' - 1 1 " 6'-0"34'-0"6'-0"49'-4"15'-4" 6'-0"34'-0"6'-0" 12'-0"16'-0"3'-4" 6'-0" 4' - 0 " 3' - 6 " 3 ' - 4 " 5' - 4 1 / 2 " 1' - 0 " 1' - 6 " 8 " 2 ' - 7 " 1' - 0 " 32 ' - 8 1 / 2 " 1'-2" 1' - 2 " 1'-2" 1' - 2 " 1' - 2 " 1'-2"3'-0"3'-4"21'-8"4'-0"26'-0"4'-0"6'-0"4'-0"16'-0"4'-0"5'-2"4'-0"5'-6"3'-4"3'-0"8'-0"12'-10" 1/ S501 20 ' - 0 " 1/ S501 8/ S503 188'-0" WALL PENETRATION, TYP - SEE PROCESS & DTL 1/ S501 SLAB OPNG, TYP - SEE DETAIL 1 SLAB OPNG, TYP - SEE DETAIL 1 SLAB OPENING, TYP - SEE DETAIL 1/ S501 PICK POINT ABOVE FLOW METER - SEE DETAIL 4'-0"5'-3 1/2"11'-6"5'-4"4'-0"6'-8 1/2"4'-0"5'-3 1/2"11'-6"5'-4"4'-0"6'-8 1/2"4'-0"5'-3 1/2"11'-6"5'-4"4'-0"6'-8 1/2"4'-0"5'-3 1/2"11'-6"5'-4"4'-0" EQUIPMENT PAD, TYP - VERIFY SIZE / LOCATION W/ PROCESS - SEE DETAIL 3/ S502 4'-0"5'-3 1/2"11'-6"5'-4"4'-0"6'-8 1/2"4'-0"5'-3 1/2"11'-6"5'-4"4'-0"6'-8 1/2"4'-0"5'-3 1/2"11'-6"5'-4"4'-0" #6@6" ADD'L TOP X 10'-0" LONG - 3" EFFECTIVE SPACING CENTERED ON WALLS #6@6" ADD'L TOP X 32'-0" LONG - 3" EFFECTIVE SPACING 7' - 5 1/2" 1' - 0" 3' - 0" 1' - 0" 1' -0" WALLS W/ #5@8" EW BF SEE ARCH FOR ANGLE EMBED -TYP, ALL EXT COILING DOORS SL O P E 2 " M A X TO D R A I N SURFACE MOUNT BOLLARD, TYP (4) PLACES - SEE DTL 14/ S502 SL O P E 2 " M A X TO D R A I N SL O P E 2 " M A X TO D R A I N SL O P E 2 " M A X TO D R A I N SL O P E 2 " M A X TO D R A I N SL O P E 2 " M A X TO D R A I N T/SLAB LO EL 904.33 T/SLAB HI EL 904.50 T/SLAB HI EL 904.50 T/SLAB HI EL 904.50 T/SLAB LO EL 904.33 T/SLAB HI EL 904.50 T/SLAB HI EL 904.50 T/SLAB LO EL 904.33 T/SLAB HI EL 904.50 T/SLAB HI EL 904.50 T/SLAB LO EL 904.33 T/SLAB HI EL 904.50 FRP LADDER & GRAB BARS, TYP - SEE 2 & 8 4/ S508 LINTEL SCHEDULE MARK SIZE DETAIL L1 L2 2'- 0" HIGH BOND BEAM W/ (1) - #5@8" BLOCK & (2) - #5@12" BLOCK L3 MIN 8" x 1'-4" HIGH PRECAST LINTEL 1'-4" HIGH BOND BEAM W/ (1)-#5 NOTE: 1. PROVIDE L1 LINTEL FOR ALL MASONRY OPENINGS NOT SHOWN 9/ S504 10/ S504 9/ S504 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 10 / 1 0 / 2 0 2 5 3 : 5 2 : 1 3 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 a - md . r v t S115 EN L A R G E D S T R U C T U R A L P L A N - A R E A " E " HMP BGB BGB DFW BR I A N G . B E L L E M A R E 50 3 7 8 SCALE: 3/16" = 1'-0"S115 1 ENLARGED STRUCTURAL PLAN - AREA "E" A B C D E N KEY PLAN N 0 2'-8"5'-4"10'-8" NO. REVISION DATE 1 ADD #1 4/25/25 CONFORMED 6/13/25 FO#7 8/08/25 FO#10 9/12/25 2 FO#15 10/10/25 1 1 1 1 1 1 1 1 1 1 1 2 2 Change Order Proposal #: 007 December 10, 2025 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 07 – Floor Access Doors Brian: We propose to furnish labor, material, and equipment to complete FO 07 – Floor Access Doors All for the sum of: $15,546.00 Clarifications: An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 12/10/2025 Deerwood, MN 56444 XX HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 RLCG -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 4.00 110.00$ $440.00 -$ $0.00 -$ -$ 440.00$ - Plumbing 13.00 EA 52.00 110.00$ $5,720.00 -$ $0.00 -$ -$ 5,720.00$ - Material 13.00 EA -$ $0.00 100.00$ $1,300.00 -$ -$ 1,300.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Nystrom Hatches 1.00 EA -$ $0.00 5,122.97$ $5,122.97 -$ -$ 5,122.97$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%308.00$ Sales Tax 1.00 ea 8.375%537.92$ Totals 56.00$ 6,160.00$ 6,422.97$ -$ -$ 13,428.89$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)1,887.45$ Bond and Insurance Cost (1.5%)229.75$ Total Change Order Proposal Request 15,546.08$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR 2 STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 21 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 10/20/2025 Effective Date of Field Order: 10/20/2025 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): 08 31 13 Floor Access Doors Drawing(s) / Details (s): Structural (S) sheets; Architectural (A) sheets Description: All floor access doors (hatches) into tanks shall include in internal drainage channel. The drainage shall be directed by pipe through the cast in place curb and outlet onto the finished floor that the hatch is mounted to. Confirm to door weight loading requirements as noted in the plan. Approved Manufacturers: · The BILCO Company: Type JAL/JDAL Floor Door · Babcock-Davis, a Cierra Products Company: BFDP Floor Door · Or approved equal. The floor access door between the PFAS Treatment (room 124) and the Pipe Gallery (room 013) is not required to have the drainage channel. H20 loading is required for this door (per specification, as there is no curb and it is in a driving area). Approved Manufactures: · The BILCO Company: Type JAL/JDAL H20 Floor Door · Babcock-Davis, a Cierra Products Company: BFDNH Floor Door · Or approved equal. Attachments: · None Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 10/20/2025 Change Order Proposal #: 008 R1 January 27, 2026 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 22 – Floor Drains Brian: We propose to furnish labor, material, and equipment to complete FO 22 – R1 Floor Drains issued via email 1/19/26: All for the sum of: $9,888.00 Clarifications: • Added floor drain at the chemical feed RPZ in the basement • Move floor drain near HZ and IZ finished water pipes on the south side of building • Revise double floor drain to single drain near the pump chamber / clearwell An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 1/27/2026 Deerwood, MN 56444 8 R1 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 RLCG -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 18.00 110.00$ $1,980.00 -$ $0.00 -$ -$ 1,980.00$ - Plumbing 1.00 HR 43.00 110.00$ $4,730.00 -$ $0.00 -$ -$ 4,730.00$ - Material 1.00 LS -$ $0.00 1,370.00$ $1,370.00 -$ -$ 1,370.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%335.50$ Sales Tax 1.00 ea 8.375%114.74$ Totals 61.00$ 6,710.00$ 1,370.00$ -$ -$ 8,530.24$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)1,212.00$ Bond and Insurance Cost (1.5%)146.13$ Total Change Order Proposal Request 9,888.37$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR 2 Change Order Proposal #: 017 February 17, 2026 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 COP 17 – FO 22 R2 Plumbing Brian: We propose to furnish labor, material, and equipment to complete FO 22 R2 Plumbing. All for the sum of: $21,043.00 Clarifications: An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 2/17/2026 Deerwood, MN 56444 17 FO 22 R2 Plumbing HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 RLCG -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 8.00 110.00$ $880.00 -$ $0.00 -$ -$ 880.00$ - Plumbing 1.00 HR 84.50 110.00$ $9,295.00 -$ $0.00 -$ -$ 9,295.00$ - Material 1.00 LS -$ $0.00 5,090.00$ $5,090.00 -$ -$ 5,090.00$ -$ $0.00 -$ $0.00 -$ -$ -$ Coatings - Freshblast 1.00 EA -$ $0.00 -$ $0.00 2,135.00$ -$ 2,135.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%508.75$ Sales Tax 1.00 ea 8.375%426.29$ Totals 92.50$ 10,175.00$ 5,090.00$ 2,135.00$ -$ 18,335.04$ Rice Lake Mark-up on Subs (5%)106.75$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)2,289.75$ Bond and Insurance Cost (1.5%)310.97$ Total Change Order Proposal Request 21,043.00$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 22-Revision 02 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 2/1/2026 Effective Date of Field Order: 2/1/2026 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): Division 22 (Plumbing), Mechanical sections Drawing(s) / Details (s): Plumbing (P) sheets, Mechanical (M) sheets Description: Add floor drains/trench drain at noted locations on the attached drawings. Connect to adjacent existing drainage and vent piping. Move supply and drainage lines near the electrical room to follow existing walls and avoid open area conflicts. Move gas supply piping near the electrical room and IX room overhead doors to follow existing walls and avoid open area conflicts. Attachments: · Plumbing (P) sheets, Mechanical (M) sheets · Depiction of locations with changes Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 2/1/2026 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D E.2 BACKWASH TANK 2 005 BACKWASH TANK 1 004 BACKWASH SUPPLY CLEARWELL 018 IX SUPPLY CLEARWELL 019 FINISHED WATER SUPPLY CLEARWELL 017 CLEARWELL 2 016 AREA A / SEE P101 AR E A A / S E E P 1 0 1 AREA C / SEE P103 AR E A B / S E E P 1 0 2 AR E A B / S E E P 1 0 2 AR E A D / S E E P 1 0 4 AREA B / SEE P102 AREA D / SEE P104 AR E A D / S E E P 1 0 4 AR E A E / S E E P 1 0 5 AR E A C / S E E P 1 0 3 7 7 7 7 7 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 1 0 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P100 OV E R A L L U N D E R F L O O R P L A N Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/32" = 1'-0" OVERALL UNDERFLOOR PLAN - ALTERNATE 0 5'-4"10'-8"21'-4" N A B C D E N KEY PLAN GENERAL SHEET NOTES NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 CONFORMED 6/13/25 5 FO-#05 7/29/25 6 FO#07 8/08/25 7 FO#22 11/21/25 5 6 F 3.8 4 E.2 MA T C H L I N E - AR E A A / S E E P 1 0 1 MATCHLINE -AREA D / SEE P104 MA T C H L I N E - AR E A E / S E E P 1 0 5 4" CWW UP FD-2 FD-2 12" V UP 4" SAN UP P42 4" CWW 4" CWW 4" CWW 4" CWW 2" VENT 2" VENT P22 P31 4" CWW UP 12" CWW 12" CWW FD-2 FD-2 4" CWW 2" VENT 6" CWW 12" V UP P22 4" SAN UP P42 4" CWW 4" CWW 6" CWW 6" CWW P22 P31 2" CWW 2" VENT P46 6 6 2" CWW 4" CWW SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 1 9 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P102 EN L A R G E D U N D E R F L O O R P L A N – A R E A " B " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED UNDERFLOOR PLAN – AREA "B" - ALTERNATE 0 2'-8"5'-4"10'-8" N A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P22 SEE CIVIL FOR CONTINUATION. P31 BACKWATER VALVE, PROVIDE ACCESS/CLEANOUT UP TO FLOOR SLAB P42 MIN 24 INCH TAILPIECE, CONSTRUCT TRAP FROM LONG SWEEP ELBOWS, SET WEIR AT ELEVATION INDICATED BY CIVIL. P46 ROUTE 2"CWW AT 1/8" PER FOOT. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401. 2. FOR DOMESTIC WATER ISOMETRIC SEE P402. 3. FOR SANITARY ISOMETRIC SEE P404. 4. NOT USED. NO. REVISION DATE 1 ADD #1 4/25/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 DLI 7/8/25 5 FO-#05 7/29/25 6 FO#22 11/21/25 5 6 C.4 C B 3.8 4 A.7 C.2 D IX SUPPLY CLEARWELL 019 BACKWASH SUPPLY CLEARWELL 018 FINISHED WATER SUPPLY CLEARWELL 017 MA T C H L I N E - AR E A C / S E E P 1 0 3 MATCHLINE -AREA B / SEE P102 MA T C H L I N E - AR E A E / S E E P 1 0 5 UP TO FCO 2" V UP 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 7 4" CWW SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 2 6 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P104 EN L A R G E D U N D E R F L O O R P L A N – A R E A " D " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401. 2. FOR DOMESTIC WATER ISOMETRIC SEE P402. 3. FOR SANITARY ISOMETRIC SEE P404. 4. NOT USED. 0 2'-8"5'-4"10'-8" N SCALE: 3/16" = 1'-0" 1 ENLARGED UNDERFLOOR PLAN – AREA "D" - ALTERNATE NO. REVISION DATE 1 ADD #1 4/25/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 DLI 7/8/25 5 FO-#05 7/29/25 6 FO#07 8/08/25 7 FO#22 11/21/25 6 7 B ADE.2 CLEARWELL 2 016 FD-2 MATCHLINE -AREA D / SEE P104MATCHLINE -AREA B / SEE P102 2" V UP 2" V UP 4" V UP UP TO FCO 2" V UP FD-2 2" V UP 2" V UP 4" CWW 4" CWW 4" CWW 4" CWW2" V UP 2" V UP 4" V UP 2" V UP FD-2 2" V UP 4" CWW 4" CWW P43 P43 P43 P43 P43 7 7 7 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 3 2 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P105 EN L A R G E D U N D E R F L O O R P L A N – A R E A " E " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED UNDERFLOOR PLAN – AREA "E" - ALTERNATE 0 2'-8"5'-4"10'-8" N A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P43 ROUTE 4"CWW AT 1/8" PER FOOT. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401. 2. FOR DOMESTIC WATER ISOMETRIC SEE P402. 3. FOR SANITARY ISOMETRIC SEE P404. 4. NOT USED. NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 CONFORMED 6/13/25 5 DLI 7/8/25 6 FO-#05 7/29/25 7 FO#22 11/21/25 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D E.2 BACKWASH TANK 2 005 BACKWASH TANK 1 004 DETENTION 001 PIPE GALLERY 006 STAIR 2 010 PIPE GALLERY 008 IX SUPPLY CLEARWELL 019 BACKWASH SUPPLY CLEARWELL 018 FINISHED WATER SUPPLY CLEARWELL 017 STAIR 6 012 PIPE GALLERY 013 CLEARWELL 2 016 CLEARWELL 1 015 STAIR 4 011 STAIR 5 014 STAIR 1 002 PIPE ACCESS 020 AREA A / SEE P111 AR E A A / S E E P 1 1 1 AREA C / SEE P113 AR E A B / S E E P 1 1 2 AR E A B / S E E P 1 1 2 AR E A D / S E E P 1 1 4 AREA B / SEE P112 AREA D / SEE P114 AR E A D / S E E P 1 1 4 AR E A E / S E E P 1 1 5 SLUDGE TANK 003 AR E A C / S E E P 1 1 3 CO COCO FCO FCO FCO 8 8 8 8 8 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 4 0 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P110 OV E R A L L L O W E R L E V E L P L A N Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/32" = 1'-0" OVERALL LOWER LEVEL PLAN - ALTERNATE 0 5'-4"10'-8"21'-4" N A B C D E N KEY PLAN GENERAL SHEET NOTES NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 ADD #4 5/15/25 5 CONFORMED 6/13/25 6 FO-#05 7/29/25 7 FO#07 8/08/25 8 FO#22 11/21/25 1 2 3 G F.4 F 3.8 4 D E.2 PIPE GALLERY 006 PIPE GALLERY 006 BACKWASH TANK 1 004 BACKWASH TANK 2 005 DETENTION 001 STAIR 1 002 FD-2 2" VENT 4" CWW 4" CWW 4" CWW 2" SAN 2" SAN 4" SAN 4" SAN 3" SAN 4" SAN 2" SAN 2" SAN 4" SAN 4" SAN 4" SAN 2" SAN 2" SAN 4" SAN 4" SAN 2" SAN 2" SAN 2" SAN 3" VENT 2" VENT 2" VENT 4" SAN 4" SAN 4" SAN 4" CWW 4" CWW 4" CWW4" CWW 4" CWW 4" CWW FD-2 FD-2 FD-2 3" VENT 2" VENT 2" VENT FD-2 FD-2 FD-2FD-2 FD-2 FD-2 MATCHLINE -AREA C / SEE P113 FCO FCO FCO FCO CO 4" CWW 4" CWW 4" CWW 4" CWW 4" SAN 4" CWW4" CWW4" CWW 4" CWW 4" SAN 4" CWW 6" CWW 2" V UP 2" V UP 2" V UP 2" V UP/DN 2" V UP/DN 2" V UP/DN 2" V UP 2" V DN 2" V DN CO CO 2" V DN 2" V UP 2" V DN 2" V DN 2" V DN 2" V UP/DN 4" CWW 4" CWW 4" CWW 4" CWW 6" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 2" VENT 2" VENT HB-1 3/4" DCW UP 2" VENT 3" VENT FCO FCO 7 4" CWW SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 3 : 5 5 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P111 EN L A R G E D L O W E R L E V E L P L A N - A R E A " A " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED LOWER LEVEL PLAN - AREA "A" - ALTERNATE A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. NOT USED. 5. NOT USED 6. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 7.ROUTE 4" CWW ON THIS SHEET AT 1/8" PER FOOT. NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 CONFORMED 6/13/25 5 DLI 7/8/25 6 FO-#05 7/29/25 7 FO#22 11/21/25 5 6 F 3.8 4 E.2 STAIR 6 012 PIPE ACCESS 020 PIPE GALLERY 013 PIPE GALLERY 006 P05 4" SAN 3" SAN 3" SAN 3" CWW3" SAN4" SAN 4" SAN 4" SAN 4" SAN 3" SAN 3" SAN MA T C H L I N E - AR E A A / S E E P 1 1 1 MA T C H L I N E - AR E A E / S E E P 1 1 5 FCO 2" VENT 2" VENT 4" CWW 4" CWW 6" CWW 6" VENT P22 12" V UP 3/4" DCW HB-1 3/4" DCW UP HB-1 3/4" DCW UP 2" V UP 2" V UP CO 6" CWW DN 2" V UP 4" FWT VENT ROUTE INDEPENDENTLY THRU ROOF 2" CWW 2" CWW 2" CWW 2" V UP 2" V UP 2" V UP 2" V UP2" V UP 6" CWW P39 P39 P39 2" VENT 4" CWW 12" VENT 15" RWL P22 2" CWW 4" CWW 6" CWW P06 2" VENT P45 CO P48 P48 4" CWW 4" CWW 2" V UP 9 9 2" CWW 2" VENT SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 2 : 1 8 : 0 9 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P112 EN L A R G E D L O W E R L E V E L P L A N - A R E A " B " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED LOWER LEVEL PLAN - AREA "B" - ALTERNATE A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P05 FLAMABLE WASTE TRAP, SEE 1/P502. ROUTE CHAMBER VENT INDEPENDENTLY THROUGH ROOF, DO NOT CONNECT TO COMMON VENT. PROVIDE VENT AND CLEANOUT ON TRAP OUTFALL LINE. P06 ROUTE CCW AS HIGH AS POSSIBLE, KEEP DOORWAY CLEAR. P22 SEE CIVIL FOR CONTINUATION. P39 ROUTE VENT AT 45 DEG BELOW FLOOR TO WALL. P45 CONCRETE ENCASED CONDUIT ROUTED AT CEILING FIELD COORDINATE PIPE ROUTING. P48 CONNECT 6 INCH VENT AND 6 INCH DRAIN TO AIR GAP. SEE PROCESS DRAWINGS AND DETAILS FOR CONSTRUCTION DETAILS. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. NOT USED. 5. NOT USED 6. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 7.ROUTE 4" CWW ON THIS SHEET AT 1/8" PER FOOT. NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 ADD #4 5/15/25 5 CONFORMED 6/13/25 6 DLI 7/8/25 7 FO-#05 7/29/25 8 FO#07 8/08/25 9 FO#22 11/21/25 1 C.4 C 3.8 4 C.2 D BACKWASH TANK 2 005 STAIR 2 010 PIPE GALLERY 008 PIPE GALLERY 006 PIPE GALLERY 006 ELEVATOR 009 P08 STAIR 3 007 2" VENT 4" CWW FD-2 4" CWW 4" CWW 4" CWW 2" SAN 4" SAN 4" SAN 2" SAN 3" SAN4" SAN 2" SAN 2" SAN 4" SAN 2" SAN 2" SAN 4" SAN 4" SAN 4" SAN 2" SAN 2" SAN 2" SAN 1 1/4" SAN 2" SAN 3" VENT 4" SAN 4" SAN 2" VENT FD-2 FD-2 FD-2 2" SAN 2" SAN SP-1 SP-2 MATCHLINE -AREA A / SEE P111 MA T C H L I N E - AR E A D / S E E P 1 1 4 2" SAN UP TO FUTURE SINK 3" SAN 3" SAN 2" V UP 2" V UP CO COCO 2" V UP 2" V UP 2" V UP 2" V UP2" V UP 2" V UP 2" V UP 2" V UP 2" V UP 4" CWW 4" CWW 4" CWW HB-1 3/4" DCW UP P01 FD-1 6 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 4 : 1 2 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P113 EN L A R G E D L O W E R L E V E L P L A N – A R E A " C " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 0 2'-8"5'-4"10'-8" N SCALE: 3/16" = 1'-0" 1 ENLARGED LOWER LEVEL PLAN – AREA "C" - ALTERNATE A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P01 SUMP AND PUMPS, SEE 12/P501 P08 UP TO AIR GAP ON MAIN LEVEL. 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. NOT USED. 6. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 7.ROUTE 4" CWW ON THIS SHEET AT 1/8" PER FOOT. GENERAL SHEET NOTES NO. REVISION DATE 1 ADD #1 4/25/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 DLI 7/8/25 5 FO-#05 7/29/25 6 FO#22 11/21/25 5 6 C.4 C B 3.8 4 A.7 C.2 D IX SUPPLY CLEARWELL 019 BACKWASH SUPPLY CLEARWELL 018 FINISHED WATER SUPPLY CLEARWELL 017 PIPE GALLERY 008 STAIR 4 011 4" CWW 2" VENT 4" CWW FD-2 FD-2 FD-2 2" VENT FD-2 MA T C H L I N E - AR E A C / S E E P 1 1 3 MATCHLINE -AREA B / SEE P112 MA T C H L I N E - AR E A E / S E E P 1 1 5 FCOFCO 4" CWW 2" V UP2" V UP 2" V UP/DN 2" TO IRRIGATION 2" UP 2" V UP P35 4" CWW 4" CWW 3" V UP 2" V UP 2" VENT 2" VENT FD-1 7 7 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 4 : 1 8 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P114 EN L A R G E D L O W E R L E V E L P L A N – A R E A " D " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED LOWER LEVEL PLAN – AREA "D" - ALTERNATE 0 2'-8"5'-4"10'-8" N A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P35 IRRIGATION CONNECTION, SEE 9/P501. FOR CONTINUATION SEE IRRIGATION DWGS. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. NOT USED. 6. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 7.ROUTE 4" CWW ON THIS SHEET AT 1/8" PER FOOT. NO. REVISION DATE 1 ADD #1 4/25/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 DLI 7/8/25 5 FO-#05 7/29/25 6 FO#07 8/08/25 7 FO#22 11/21/25 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D E.2 BLOWER ROOM 112 FUTURE LOCKERS 117 ENTRY HALLWAY 119 MECH 113 STAIR 2 118 EQUIPMENT STORAGE 120 CONFERENCE 121 DETENTION 001 FILTER PIPE GALLERY 109 FILTER 1 101 FILTER 2 102 FILTER 3 103 FILTER 4 104 FILTER 7 107 FILTER 5 105 FILTER 6 106 FILTER 8 108 FILTER PIPE GALLERY 109 STAIR 1 110 ELECTRICAL 134 STAIR 6 136 PUMP ROOM 122 PFAS TREATMENT 124 JANITORIAL 135 STAIR 4 123 POLYMER ROOM 126 STAIR 5 125 ENTRY HALLWAY 119 SODIUM PERMANGANATE 127 SODIUM BISULFITE 128 FLUORIDE 129 CHEM HALLWAY 130 MECH / STORAGE 133 CHLORINATOR 131 CHLORINE 132 RESTROOM 114 RESTROOM 115 1 1/2" HIGH FLOW HOSEBIBB. VERIFY LOCATION NEAR HATCH. 3/4" EXTERIOR HOSEBIBB. VERIFY LOCATION. (TYP OF 6) 1 1/2" CW UP 1 1/2" CW UP HB-2 HB-1 HB-1 HB-2 HB-1 HB-2 HB-2 HB-2 HB-2 STAIR 3 111 HB-1 AREA A / SEE P121 AR E A A / S E E P 1 2 1 AREA C / SEE P123 AR E A B / S E E P 1 2 2 AR E A B / S E E P 1 2 2 AR E A D / S E E P 1 2 4 AREA B / SEE P122 AREA D / SEE P124 AR E A D / S E E P 1 2 4 AR E A E / S E E P 1 2 5 P19 C.O P19 P19 AR E A C / S E E P 1 2 3 C.O C.O HB-1 HB-1 HB-4 HB-1HB-1 HB-3 HB-3 HB-3 HB-4 HB-1 HB-3 HB-3 HB-3 3/4" DCW 2" NPW 1 1/2" NPW 1 1/2" NPW 1 1/2" NPW 1 1/2" NPW 2" NPW 3/4" DCW 2" NPW 3/4" DCW 1 1/2" NPW HB-4 HB-1 7 7 7 7 7 7 7 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 2 : 2 5 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P120 OV E R A L L M A I N L E V E L P L A N Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/32" = 1'-0" OVERALL MAIN LEVEL PLAN - ALTERNATE A B C D E N KEY PLAN GENERAL SHEET NOTES 0 5'-4"10'-8"21'-4" N PLUMBING KEYNOTES Key Value Keynote Text P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. NO. REVISION DATE 1 ADD #2 5/02/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 FO-#05 7/29/25 5 FO#07 8/08/25 6 FO#16 10/24/25 7 FO#22 11/21/25 1 2 3 G F.4 F 3.8 4 D E.2 FILTER PIPE GALLERY 109 DETENTION 001 FILTER 1 101 FILTER 2 102 FILTER 3 103 FILTER 4 104 FILTER 7 107 FILTER 5 105 FILTER 6 106 FILTER 8 108 POLYMER ROOM 126 1 1/2" DCW UP 1 1/2" DCW UP HB-2 HB-1 HB-1 HB-2 HB-1 P10 P10 P10 4" CWW 3/4" DCW 2" VENT FD-2 3/4" DCW FD-2 FD-2 4" CWW FD-2 FD-2 2" VENT 1 1/2" DCW 4" CWW 4" CWW 3/4" DCW 1 1/2" DCW 2" DCW 6" RWL 6" RWL 4" CWW 6" RWL 4" RWL 4" RWL 6" RWL 4" CWW 6" RWL 4" RWL 6" RWL 2" SAN 4" CWW 1 1/2" DCW3/4" DHW 3/4" DHWR 2" DCW 1 1/2" DHW 3/4" DHWR 6" RWL 4" CWW 2" VENT 4" SAN 4" SAN3" VENT 3" VENT 3/4" DHWR 3/4" DHW 2" DCW 3" VENT 3" DCW 1 1/2" DHW 3/4" DHWR 3/4" DHW 2" DCW 3/4" DCW 3/4" DHW 3/4" DHWR 1 1/2" DHW 1 1/2" DCW 2" DCW FD-2 FD-2 FD-2FD-2FD-2 3/4" DCW MATCHLINE -AREA C / SEE P123 HB-3 HB-3 1 1/2" NPW 1 1/2" DCW HB-3 1 1/2" NPW P33 3/4" DHWR MA T C H L I N E - AR E A B / S E E P 1 2 2 P19 6" RWL UP 6" RWL UP 3/4" DCW P19 10" RWL UP 2" V UP 2" V UP 2" V DN 4" CWW DN 2" V DN 2" V UP/DN 4" CWW DN 2" V UP 2" V UP 4" CWW DN 2" V DN 2" V UP 2" V UP 4" CWW DN 2" V UP 4" CWW DN FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 2" VENT 2" VENT 4" CWW 2" VENT2" VENT 2" VENT 2" VENT 2" VENT 6" RWL 2" VENT 6" RWL 2" VENT 3/4" DCW DN 2' - 0 " 5 5 4" CWW 5 TD-1 P50 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 4 : 5 4 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P121 EN L A R G E D M A I N L E V E L P L A N - A R E A " A " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED MAIN LEVEL PLAN - AREA "A" 0 2'-8"5'-4"10'-8" N A B C D E N KEY PLANPLUMBING KEYNOTES Key Value Keynote Text P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. P33 BALANCE AND SHUT OFF VALVES ON DHR BRANCH. SET TO 0.5 GPM. P50 TRENCH DRAIN WITH END OUTLET. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO-#05 7/29/25 3 FO#07 8/08/25 4 FO#16 10/24/25 5 FO#22 11/21/25 5 5 6 F 3.8 4 E.2 ELECTRICAL 134 JANITORIAL 135 STAIR 6 136 PUMP ROOM 122 FILTER PIPE GALLERY 109 SODIUM PERMANGANATE 127 SODIUM BISULFITE 128 FLUORIDE 129 CHEM HALLWAY 130 MECH / STORAGE 133 CHLORINATOR 131 CHLORINE 132 HB-2 HB-2 P11 3/4" DCW 3/4" DCW 1 1/2" DCW 2" DCW 4" RWL 3/4" DCW 3/4" DHW 6" RWL 4" RWL 4" RWL 6" RWL 10" RWL 4" RWL 1 1/2" DHW 1 1/2" DCW 3/4" DHWR 4" VENT 2" VENT 2" VENT 1" DCW1 1/2" DCW3" NPW 3" DCW 3" VENT 2" DCW 1 1/2" DHW 3/4" DHWR 1 1/2" DCW 1 1/2" DHW3/4" DCW 3/4" DHW S-2 S-2 ESH-1 S-2 MA T C H L I N E - AR E A A / S E E P 1 2 1 MA T C H L I N E - AR E A E / S E E P 1 2 5 DN TO TMV-1 WATER METER 1/2" DHWR 2" VENT3/4" DCW 3/4" DHW P19 P30 FD-2 1/2" DHWR 2" VENT P33 1" TW ESH-2ESH-2 ESH-2 1" TW RPZ ON WALL P36P36 P36 MATCHLINE -AREA D / SEE P124 2" VENT 2" V UP THRU ROOF FD-3 FD-3 FD-3 2" V UP THRU ROOF 3/4" DCW DN 2" V DN 2" V UP/DN CO FD-1 2" V DN 2" V UP/DN 4" V DN 4" V UP 12" V UP/DN P30 2" CWW 2" CWW DN 2" VENT 2" VENT FD-1 5 5 5 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 2 : 4 9 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P122 EN L A R G E D M A I N L E V E L P L A N – A R E A " B " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED MAIN LEVEL PLAN – AREA "B" 0 2'-8"5'-4"10'-8" A B C D E N KEY PLAN N PLUMBING KEYNOTES Key Value Keynote Text P11 EMERGENCY SHOWER/EYEWASH, SEE 2/P501 AND 3/P501. P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. P30 SEAL WALL PENETRATION GAS TIGHT P33 BALANCE AND SHUT OFF VALVES ON DHR BRANCH. SET TO 0.5 GPM. P36 1" TO ESH-2 DRENCH HOSE/EYEWASH. COORDINATE LOCATION WITH PROCESS PIPING. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. NO. REVISION DATE 1 DLI - ADD#3 5/09/25 2 CONFORMED 6/13/25 3 FO-#05 7/29/25 4 FO#07 8/08/25 5 FO#22 11/21/25 1 C.4 C C.2 D BLOWER ROOM 112 MECH 113 FUTURE LOCKERS 117 STAIR 2 118 ENTRY HALLWAY 119 FILTER 3 103 FILTER 4 104 FILTER 7 107 FILTER 8 108 CONFERENCE 121 EQUIPMENT STORAGE 120 ELEVATOR 116 ENTRY HALLWAY 119 RESTROOM 114 RESTROOM 115 HB-1 HB-2 HB-1 P12 STAIR 3 111 FILTER PIPE GALLERY 109 P10 P13 P14 6" RWL FD-2 4" RWL 4" RWL FD-2 FD-2 4" CWW 3/4" DCW 6" RWL FD-3 FD-1 FD-1 3/4" DCW 2" SAN 4" SAN 2" VENT 1 1/2" DCW 3/4" DCW 1 1/2" DCW 3/4" DHW 3/4" DHWR 3/4" DHWR 6" RWL 4" CWW2" VENT 1 1/2" DHW 4" SAN 4" SAN 3" VENT 2" SAN 3" VENT 3/4" DHWR 3/4" DHW 2" DCW FD-2 1/2" DCW 1 1/2" SAN S-2 L-1 WC-1 L-1 WC-1 DF-1 WH-1 WH-2 RCP-1 MATCHLINE -AREA A / SEE P121 MA T C H L I N E - AR E A D / S E E P 1 2 4 HB-3 2" DCW 1 1/2" DHW S-2 FD-2 1/2" DHW 1/2" DCW 2" VENT P37 CO 2" V UP 4" CWW DN 2" V UP 4" CWW DN 6" RWL UP 6" RWL UP 6" RWL CO 6" RWL 2" V UP 2" SAN 2" SAN UP/DN 2" SAN UP/DN 2" VENT 2" VENT 4" RWL 2" VENT4" CWW 2" VENT P34 3/4" DCW 3/4" DCW DN2" V UP 4" VENT 4" VENT P49 3 2" CWW SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 5 : 1 4 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P123 EN L A R G E D M A I N L E V E L P L A N – A R E A " C " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED MAIN LEVEL PLAN – AREA "C" A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P12 ELEVATOR SUMP DISCHARGE THROUGH AIR GAP INTO 4 INCH STANDPIPE. PLACARD “ELEVATOR PIT DISCHARGE. P13 WATER HEATERS, SEE 2/P502. P14 2" CW TO POLYMER ROOM. REFER TO PROCESS FOR CONTINUATION. P34 ROUGH-IN FOR FUTURE SINK. CAP WASTE AND WATER SUPPLIES AT WALL INSIDE CASEWORK. P37 2" DWC WITH CAP AND VALVE FOR FUTURE PILOT. P49 4” DIA PVC WATER HEATER VENT AND COMBUSTION AIR ROUTED UP PLUMBING CHASE TO ROOF. INSTALL TERMINATION PER MANUFACTURER’S DIRECTIONS. PROVIDE MINIMUM 24” SEPERATION BETWEEN VENT OUTLET AND COMBUSTION AIR INLET. TERMINATE 24” ABOVE ROOF MIN, AND 10' FROM ADJACENT WALLS. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO-#05 7/29/25 3 FO#22 11/21/25 5 6 C.4 C B 3.8 4 A.7 C.2 D PUMP ROOM 122 STAIR 4 123 FILTER PIPE GALLERY 109 HB-1 HB-1 P10 P38 P38 P38 P38 P38 HB-1 P10 P10 2" CWW 2" NPW 3" VENT 2" DCW 3" DCW 3" VENT 2" DCW 6" RWL 3/4" DHWR 1 1/2" DHW 2" VENT 2" NPW 3/4" DCW TD-1 TD-1 TD-1 TD-1 TD-1 MA T C H L I N E - AR E A C / S E E P 1 2 3 MATCHLINE -AREA B / SEE P122 MA T C H L I N E - AR E A E / S E E P 1 2 5 BFPWATER METER HB-3 2" NPW 2" NPW 3/4" DCW HB-3 P29 P29 2" V UP 2" V UP 2" V DN 2" V UP 2" VENT P35 2" DCW UP 2" DCW UP 2" VENT 2" V UP 2" V DN2" DCW DN 3" DCW 91 ' - 0 " 56 ' - 7 " 39 ' - 4 " 55 ' - 3 " 41 ' - 9 " FD-1 4 4 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 5 : 2 2 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P124 EN L A R G E D M A I N L E V E L P L A N – A R E A " D " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED MAIN LEVEL PLAN – AREA "D" A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P29 PLACARD HOSE BIBB AS NON-POTABLE WATER. P35 IRRIGATION CONNECTION, SEE 9/P501. FOR CONTINUATION SEE IRRIGATION DWGS. P38 TRENCH DRAIN WITH NEUTRAL SLOPE. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO-#05 7/29/25 3 FO#07 8/08/25 4 FO#22 11/21/25 6 7 B ADE.2 PFAS TREATMENT 124 STAIR 5 125 STAIR 6 136 PUMP ROOM 122 1 1/2" HIGH FLOW HOSEBIBB. VERIFY LOCATION NEAR HATCH. 3/4" EXTERIOR HOSEBIBB. VERIFY LOCATION. (TYP OF 6) HB-1 HB-1 HB-1 HB-2 HB-2 HB-1 P10 P10 P10 P38 3/4" DCW 3/4" DCW 2" VENT 3/4" DCW 2" NPW2" NPW 2" NPW 2" NPW TD-2 MATCHLINE -AREA D / SEE P124MATCHLINE -AREA B / SEE P122 FCO HB-4 HB-1 P10 HB-4 HB-4 HB-3 HB-3 1 1/2" NPW 3/4" DCW 3/4" DCW 2" NPW 2" NPW 3/4" DCW P29 P29 P29 P29 P09 3" V UP 2" V UP 2" V UP/DN 2" NPW 3" DCW 163'-4" FD-1 FD-1 6 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 5 : 3 0 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P125 EN L A R G E D M A I N L E V E L P L A N – A R E A " E " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P09 SAND INTERCEPTOR ABOVE, SEE 5/P502. P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P29 PLACARD HOSE BIBB AS NON-POTABLE WATER. P38 TRENCH DRAIN WITH NEUTRAL SLOPE. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. SCALE: 3/16" = 1'-0" 1 ENLARGED MAIN LEVEL PLAN – AREA "E" - ALTERNATE A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P09 SAND INTERCEPTOR ABOVE, SEE 5/P502. P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P29 PLACARD HOSE BIBB AS NON-POTABLE WATER. P38 TRENCH DRAIN WITH NEUTRAL SLOPE. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. NO. REVISION DATE 1 ADD #2 5/02/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 FO-#05 7/29/25 5 FO#07 8/08/25 6 FO#22 11/21/25 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D E.2 FILTER OBSERVATION PLATFORM 203 FILTER OBSERVATION PLATFORM 203 FILTER 1 101 FILTER 2 102 FILTER 3 103 FILTER 4 104 FILTER 5 105 FILTER 6 106 FILTER 8 108 FILTER 7 107 DEHUMIDFICATION 205 HALLWAY 210 CONTROL ROOM / LAB 212 PUMP ROOM 122 STAIR 4 213 PFAS TREATMENT 124 LAMELLA ROOM 202 ELECTRICAL 206 ELEVATOR 209 ELEV. CONTROL ROOM 208 1 1/2" DN TO MAIN LEVEL 1 1/2" DN TO MAIN LEVEL HB-1 HB-1 HB-1 HB-1 HB-1 HB-4 HB-1HB-1 1 1/2" HIGH FLOW HOSEBIBB. VERIFY LOCATION NEAR HATCH. 3/4" EXTERIOR HOSEBIBB. VERIFY LOCATION. (TYP OF 6) DETENTION ACCESS 301 MECH / STORAGE 133 CHLORINE 132 CHLORINATOR 131 CHEM HALLWAY 130 SODIUM PERMANGANATE 127 SODIUM BISULFITE 128 FLUORIDE 129 STORAGE PLATFORM 214 AREA A / SEE P131 AR E A A / S E E P 1 3 1 AREA C / SEE P133 AR E A D / S E E P 1 3 4 AREA D / SEE P134 AR E A D / S E E P 1 3 4 AR E A E / S E E P 1 3 5 P19 P19 P19 P19 P19 P19 RESTROOM 207 C.O C.O C.O C.O C.OC.O C.O C.OC.O C.OC.OC.O P19 AR E A C / S E E P 1 3 3 C.O C.O C.O C.O C.O C.O C.O C.O C.O C.O C.O HB-3 HB-3 HB-3 HB-3 HB-4 HB-1 AREA B / SEE P132 AR E A B / S E E P 1 3 2 HB-4 HB-1 HB-1 HB-1 HB-3 C.O P19 C.O C.O HB-3 7 3" VENT 7 7 7 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 3 : 0 4 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P130 OV E R A L L U P P E R L E V E L P L A N Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/32" = 1'-0" OVERALL UPPER LEVEL PLAN - ALTERNATE GENERAL SHEET NOTES 0 5'-4"10'-8"21'-4" N A B C D E N KEY PLAN PLUMBING KEYNOTES Key Value Keynote Text P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. NO. REVISION DATE 1 ADD #2 5/02/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 FO-#05 7/29/25 5 FO#07 8/08/25 6 FO#16 10/24/25 7 FO#22 11/21/25 5 6 F 3.8 4 E.2 FD-2 10" RWL12" RWL12" RWL 6" RWL8" RWL 8" RWL 4" RWL 4" RWL 8" RWL 8" RWL 6" RWL MATCHLINE - AREA D / SEE P134 MA T C H L I N E - A R E A E / S E E P 1 3 5 MA T C H L I N E - A R E A A / S E E P 1 3 1 CO CO 2" V UP 10" RWL DN 12" RWL DN 10" RWL 5" RWL 10" RWL 12" RWL 6" RWL 3" DCW 3" DCW 2" VENT 6" RWL 2" V UP 12" V UP 2" V UP 2" V UP 2" V UP 4" RWL UP 4" RWL UP 4" RWL UP 4" RWL UP 2" VENT 6" RWL P19 4" RWL P30 P30 C.O P47 P47 4 4 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 3 : 2 1 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P132 EN L A R G E D U P P E R L E V E L P L A N - A R E A " B " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/16" = 1'-0" 1 ENLARGED UPPER LEVEL PLAN - AREA "B" 0 2'-8"5'-4"10'-8" N A B C D E N KEY PLAN NO. REVISION DATE 1 DLI - ADD#3 5/09/25 2 CONFORMED 6/13/25 3 FO-#05 7/29/25 4 FO#22 11/21/25 PLUMBING KEYNOTES Key Value Keynote Text P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. P30 SEAL WALL PENETRATION GAS TIGHT P47 COORDINATE WITH MECHANICAL DUCTWORK. 1 C.4 C C.2 D FILTER OBSERVATION PLATFORM 203 FILTER 3 103 FILTER 4 104 FILTER 7 107 FILTER 8 108 DEHUMIDFICATION 205 RESTROOM 207 HALLWAY 210 CONTROL ROOM / LAB 212STAIR 2 211 ELECTRICAL 206 ELEV. CONTROL ROOM 208 ELEVATOR 209 P16 3" VENT 6" RWL 6" RWL 2" DCW 1/2" DHW 3/4" DHW 3/4" DCW 3/4" DHWR 1/2" DCW 2" VENT 1/2" DHW 4" RWL 4" RWL 6" RWL 6" RWL 6" RWL FD-2 FD-2 FD-2 FD-2 FD-1 FD-1 2" SAN L-1 WC-1 S-1 3/4" DCW 3/4" DHW 4" RWL MATCHLINE -AREA A / SEE P131 MA T C H L I N E - AR E A D / S E E P 1 3 4 4" RWL 2" VENT2" V UP 3" V UP 3" VENT 3" V UP2" V DN 2" V DN P25 1-1/2" ACID VENT UP TO 2" VTR FD-1 2" VENT 4 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 6 : 0 1 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P133 EN L A R G E D U P P E R L E V E L P L A N – A R E A " C " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 A B C D E N KEY PLAN SCALE: 3/16" = 1'-0" 1 ENLARGED UPPER LEVEL PLAN – AREA "C" 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P16 PROVIDE CAPPED 3/4" HW/CW PIPE FOR FUTURE USE. P25 LAB SINK WITH ACID NEUTRALIZING TANK AND ACID VENT SEE 4/P502. ROUTE ACID VENT INDEPENDENTLY THROUGH ROOF. DO NOT CONNECT ACID VENT TO COMMON VENT. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 5. SLOPE ROOF DRAINAGE AT 1/8 INCH PER FOOT.DO NOT ROUTE OVER OPEN TANKS OR FILTER POOLS. NO. REVISION DATE 1 DLI - ADD#3 5/09/25 2 CONFORMED 6/13/25 3 FO-#05 7/29/25 4 FO#22 11/21/25 5 6 C.4 C B 3.8 4 A.7 C.2 D PUMP ROOM 122 STAIR 4 213 FILTER OBSERVATION PLATFORM 203 HB-1 2" DCW 4" RWL 8" RWL3" VENT 3" DCW 2" DCW 3" DCW 6" RWL 6" RWL 6" RWL 6" RWL 6" RWL 8" RWL 4" RWL 2" VENT 8" RWL 6" RWL 6" RWL 6" RWL 3/4" DCW 8" RWL 2" VENT 2" VENT 3" VENT 3" VENT3" NPW TD-1 TD-1 TD-1 TD-1 TD-1 6" RWL 6" RWL 6" RWL 6" RWL P20 P20P20 P20 P20 P20P20 P20 MA T C H L I N E - AR E A C / S E E P 1 3 3 MA T C H L I N E - AR E A E / S E E P 1 3 5 P19 P19 MATCHLINE -AREA B / SEE P132 C.O C.O C.O C.O C.O 2" DCW 2" DCW 2" V DN 3" V UP 2" V DN 2" V DN 2" V DN 3" DCW 91 ' - 0 " 39 ' - 4 " 56 ' - 7 " 55 ' - 3 " 41 ' - 9 " 4 4 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 6 : 0 8 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P134 EN L A R G E D U P P E R L E V E L P L A N – A R E A " D " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N SCALE: 3/16" = 1'-0" 1 ENLARGED UPPER LEVEL PLAN – AREA "D" PLUMBING KEYNOTES Key Value Keynote Text P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. P20 RUN THE PIPES THROUGH THE TRUSS. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 5. SLOPE ROOF DRAINAGE AT 1/8 INCH PER FOOT.DO NOT ROUTE OVER OPEN TANKS OR FILTER POOLS. NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO-#05 7/29/25 3 FO#07 8/08/25 4 FO#22 11/21/25 6 7 B ADE.2 PFAS TREATMENT 124 PUMP ROOM 122 1 1/2" HIGH FLOW HOSEBIBB. VERIFY LOCATION NEAR HATCH. HB-1 HB-1 6" RWL 8" RWL10" RWL 6" RWL 6" RWL 8" RWL 8" RWL 3/4" DCW 1 1/2" NPW 3/4" DCW 2" VENT 2" NPW 2" VENT TD-2 8" RWL 8" RWL 6" RWL 6" RWL 6" RWL 6" RWL 6" RWL 6" RWL 6" RWL 6" RWL C.O P20 P20 P20 P20 MATCHLINE -AREA D / SEE P134 HB-3 8" RWL P19 P19 MATCHLINE -AREA B / SEE P132 CO CO COCO HB-1 HB-1 P10P10 2" NPW2" NPW 2" NPW HB-4 HB-1 P10 2" NPWHB-4 HB-4 P29 P29 P29 3" V UP 2" V UP 3/4" DCW P10 P29 2" NPW 3/4" DCW FCO P09 3" DCW 167'-2" 6 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 2 : 2 2 : 4 8 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P135 EN L A R G E D U P P E R L E V E L P L A N – A R E A " E " Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 A B C D E N KEY PLAN 0 2'-8"5'-4"10'-8" N PLUMBING KEYNOTES Key Value Keynote Text P09 SAND INTERCEPTOR ABOVE, SEE 5/P502. P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P19 MOUNT OVERFLOW NOZZLE ON WALL AS HIGH AS POSSIBLE. P20 RUN THE PIPES THROUGH THE TRUSS. P29 PLACARD HOSE BIBB AS NON-POTABLE WATER. GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. COORDINATE WEEPAGE TRENCH FLOOR DRAIN, FD-2, ELEVATION WITH STRUCTURAL. 5. SLOPE ROOF DRAINAGE AT 1/8 INCH PER FOOT.DO NOT ROUTE OVER OPEN TANKS OR FILTER POOLS. SCALE: 3/16" = 1'-0" 1 ENLARGED UPPER LEVEL PLAN – AREA "E" - ALTERNATE NO. REVISION DATE 1 ADD #2 5/02/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 FO-#05 7/29/25 5 FO#07 8/08/25 6 FO#22 11/21/25 1 2 3 5 6 7 G F.4 C.4 C B A F 3.8 4 3.9 4.6 A.7 C.2 D E.2 AREA A AR E A A AREA C AR E A B AR E A C AREA B AREA D AR E A D AR E A E OD-1 RD-1 RD-1 OD-1 OD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 RD-1 RD-1 OD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 OD-1 RD-1 AR E A D 2" VTR 3" VTR 3" VTR 3" VTR 3" VTR 4" VTR 2" VTR 2" VTR 12" VTR 2" VTR 2" VTR 2" VTR 2" VTR 2" VTR 3" VTR3" VTR 3" VTR 3" VTR 3" VTR 3" VTR 2" VTR 2" VTR 3" VTR 2" VTR 2" VTR 5 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 7 / 2 0 2 6 1 : 5 6 : 2 9 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P140 OV E R A L L R O O F P L A N Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 SCALE: 3/32" = 1'-0" OVERALL ROOF PLAN - ALTERNATE A B C D E N KEY PLAN GENERAL SHEET NOTES 0 5'-4"10'-8"21'-4" N NO. REVISION DATE 1 ADD #2 5/02/25 2 DLI - ADD#3 5/09/25 3 CONFORMED 6/13/25 4 FO-#05 7/29/25 5 FO#22 11/21/25 ROOF WALL NET 1955 SF 0 SF 1955 SF ROOF WALL NET 1942 SF 0 SF 1942 SF ROOF WALL NET 3294 SF 672x0.5 SF 3630 SF ROOF WALL NET 2836 SF 184x0.35 SF 2900 SF ROOF WALL NET 2306 SF 0 SF 2306 SF ROOF WALL NET 3380 SF 0 SF 3380 SF ROOF WALL NET 1288 SF 1019x0.35 SF 1686 SF ROOF WALL NET 1338 SF 258x0.35 SF 1579 SF ROOF WALL NET 1529 SF 493x0.35 SF 1702 SF ROOF WALL NET 2557 SF 0 SF 2557 SF ROOF WALL NET 2440 SF 434x0.5 SF 2657 SF ROOF WALL NET 1358 SF 287x0.5 SF 1502 SF ROOF WALL NET 1317SF 760x0.35 SF 1583 SF ROOF WALL NET 1433 SF 0 SF 1433 SF ROOF WALL NET 2148 SF 0 SF 2148 SF ROOF WALL NET 3410 SF 0 SF 3410 SF ROOF WALL NET 3252 SF 0 SF 3252 SF ROOF WALL NET 3223 SF 0 SF 3223 SF ROOF WALL NET 3395 SF 0 SF 3395 SF ROOF WALL NET 2839 SF 0 SF 2839 SF ROOF WALL NET 2781 SF 0 SF 2781 SF ROOF WALL NET 2801 SF 0 SF 2801 SF ROOF WALL NET 2927 SF 308x0.5 SF 3081 SF ROOF WALL NET 384 SF 0 SF 384 SF 2" ACID VENT FCO 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW FCO FCO FCO 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 3" VENT 3" VENT 2" VENT 3" VENT 2" VENT 3" VENT 3" VENT 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT 3" VENT 3" VENT 2" VENT 3" VENT 2" VENT 2" VENT 3" VENT 3" VENT 4" VENT 2" VENT 2" VENT 2" VENT 3" VENT 2" VENT 2" VENT 3" VENT FCO FCO FCO FCO TD-1 TD-1 TD-1 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-2 FD-1 FD-1 FD-2 FD-1 FD-2 FD-2 FD-2 FD-2 FD-2 FD-1 FD-2 FD-2 FD-2 FD-2 3" VENT FD-2 FD-2 4" CWW FD-2 4" CWW FD-2 4" CWW 2" VENT 4" CWW 2" VENT 2" VENT 3" VENT 2" VENT 2" VENT 3" VENT 2" VENT 2" CWW 2" VENT CO FD-2 FD-2 6" VENT 12" VENT 2" VENT 2" CWW 6" CWW FD-3 FD-3 FD-2 FD-3 TD-1 TD-1 P05 P09 4" CWW 2" VENT 4" CWW 3" VENT 3" VENT 2" VENT 2" VENT 2" VENT 2" VENT 2" VENT 3" VENT 2" VENT FD-2 3" VENT TD-1 4" CWW TD-1 TD-1 4" CWW 2" CWW FD-2 FD-2 FD-2 FD-2 4" CWW 2" VENT 2" CWW FD-2 2" VENT 2" VENT 2" VENT 4" CWW 2" VENT FD-2 FD-2 2" VENT 2" VENT 4" CWW 4" CWW 2" VENT 4" CWW FD-2 FD-2 FD-2 2" VENT 4" CWW 2" VENT 2" VENT FD-2 4" CWW 2" VENT FD-2 TO TD-2 3" VENT 4" CWW 2" VENT 2" VENT 4" CWW 2" VENT 4" CWW 2" VENT 3" VENT 4" CWW 4" CWW 2" VENT 4" CWW 4" CWW 4" CWW 2" VENT 4" CWW 4" CWW 2" CWW 2" CWW 2" VENT 2" VENT 4" CWW 4" CWW 2" VENT 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 2" VENT 2" VENT 4" CWW 4" CWW2" VENT 2" VENT 2" VENT 4" CWW4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 2" VENT4" CWW 2" VENT 6" CWW 12" VENT 12" CWW 2" CWW 2" VENT 4" CWW 4" CWW 4" CWW 4" CWW 4" CWW 2" CWW 4" CWW 6" CWW 6" CWW 6" CWW 6" CWW 6" CWW 4" CWW 2" VENT 2" VENT 2" VENT 2" VENT FD-1 FCO 4" CWW FCO4" CWW 4" CWW 2" CWW 4" CWW 2" VENT 4" CWW CO CO 2" VENT 3" VENT FD-1 2" CWW 2" VENT 2" VENT 2" CWW FD-1 TD-1 4" CWW 2" VENT 4" CWW FD-1 2" VENT 2" CWW 3" VENT 3" VENT 4" SAN 6" CWW 12" VENT 6" CWW BACKWATER VALVE BACKWATER VALVE 12" VENT 6" CWW 12" CWW 12" CWW P42 6" CWW P22 P48 P48 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 3 : 4 0 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P401 PL U M B I N G I S O M E T R I C S – C W W Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 NO SCALE1CWW ISOMETRIC ALTERNATE NO SCALE2PIPE ACCESS 020 - ENLARGED ISO - ALTERNATE GENERAL SHEET NOTES 1. FOR CLEAR WATER WASTE (CWW) ISOMETRIC SEE P401 2. FOR DOMESTIC WATER ISOMETRIC SEE P402 3. FOR SANITARY ISOMETRIC SEE P404 4. SLOPE ROOF DRAINAGE AT 1/8 INCH PER FOOT. PLUMBING KEYNOTES Key Value Keynote Text P05 FLAMABLE WASTE TRAP, SEE 1/P502. ROUTE CHAMBER VENT INDEPENDENTLY THROUGH ROOF, DO NOT CONNECT TO COMMON VENT. PROVIDE VENT AND CLEANOUT ON TRAP OUTFALL LINE. P09 SAND INTERCEPTOR ABOVE, SEE 5/P502. P22 SEE CIVIL FOR CONTINUATION. P42 MIN 24 INCH TAILPIECE, CONSTRUCT TRAP FROM LONG SWEEP ELBOWS, SET WEIR AT ELEVATION INDICATED BY CIVIL. P48 CONNECT 6 INCH VENT AND 6 INCH DRAIN TO AIR GAP. SEE PROCESS DRAWINGS AND DETAILS FOR CONSTRUCTION DETAILS. NO. REVISION DATE 1 ADD #1 4/25/25 2 ADD #2 5/02/25 3 DLI - ADD#3 5/09/25 4 ADD #4 5/15/25 5 CONFORMED 6/13/25 6 FO#07 8/08/25 7 FO#16 10/24/25 8 FO#22 11/21/25 SEE 2/P401A ENLARGED VIEW OF PIPE ACCESS ROOM 020, VIEWING ANGLE REVERSED FROM ISOMETRIC 1/P401A FCO 8 8 8 8 8 8 8 1 1/2" NPW1 1/2" NPW 1 1/2" NPW 1 1/2" NPW 1 1/2" NPW 1 1/2" NPW HB-2 HB-1 HB-1 HB-1 HB-1 HB-1 1 1/2" DCW 3/4" DCW HB-1 1 1/2" DCW 3/4" DCW 3/4" DCW HB-2 2" DCW 3/4" DHW 3/4" DCW 1 1/2" DHW 1 1/2" DCW 3/4" DHWR 1 1/2" DCW 1 1/2" DHW 3/4" DCW HB-1 3/4" DHWR 1 1/2" DCW 2" DCW 2" DCW 1 1/2" DHW 3/4" DHWR 3" DCW 2" NPW HB-1 3/4" DHWR 1 1/2" DHW 2" DCW 3/4" DCW 3/4" DHW 1/2" DCW 1" DCW HB-1 1 1/2" NPW HB-1 1 1/2" NPW3/4" DCW HB-1HB-2 1 1/2" NPW 2" NPW HB-1 3/4" DCW HB-2 HB-1 3/4" DCW 3/4" DHW 3/4" DHWR 1/2" DCW 3/4" DCW HB-2 1" DCW 1/2" DCW 1/2" DHW 1" DCW 1/2" DCW 1/2" DHW 1 1/2" NPW HB-1 1/2" DHW 3/4" DHWR 1/2" DCW 2" DHW 1 1/2" DCW 3/4" DHWR 1 1/2" DCW 3/4" DCW 3/4" DHW S-2 ESH-1 S-2 S-2 S-1 DF-1 S-2 WC-1 WC-1 L-1 L-1 1 1/2" DHW L-1 WH-1 WH-2 RCP-1 HB-1 BFP WATER METER HB-3 3/4" DHW 3/4" DCW 1/2" DHWR RPZ HB-3 HB-4 HB-3 HB-3 1 1/2" NPW 1 1/2" NPW P29 P29 P29 P29 HB-3 P29 2" NPW HB-4 HB-1 HB-4 2" NPW 2" NP W 1 1/2" NPW 1 1/2" NPW HB-3 HB-3 HB-3 HB-3 HB-3 1 1/2" NPW 1 1/2" NPW P29 P29 P29 P29 P29 P10 P29 P10 P10 P10 P10 P10 P10 ESH-2 ESH-2 ESH-2 HB-1 HB-2 2" NPW 3/4" DCW 2" NPW 3/4" DCW 3/4" DCW 3/4" DCW 1 1/2" NPW 2" NPW P35 HB-1 HB-3P29 P10 3/4" DCW HB-1 3/4" DCW HB-1 P10 P29 P10 P10 P37 S-2 P10 P16 P34 3" DCW 3" DCW P15 1 1/2" DCW SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R A L L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D T O S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P E R T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y S T A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A I N T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 9 / 2 0 2 6 3 : 0 3 : 5 1 A M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 p l - m d . r v t P402 PL U M B I N G I S O M E T R I C S – H W & C W Author Designer Approver Checker JE R O M Y L . R E E D 53 8 5 6 NO SCALE1HW & CW ISOMETRIC GENERAL SHEET NOTES PLUMBING KEYNOTES Key Value Keynote Text P10 HIGH FLOW HOSEBIBB, HB-3/HB-4, NEAR TANK HATCH, SEE 10/P501. P15 3" CW DOWN TO MAIN HEADER FROM PLANT. REFER TO PROCESS DRAWINGS FOR CONTINUATION. P16 PROVIDE CAPPED 3/4" HW/CW PIPE FOR FUTURE USE. P29 PLACARD HOSE BIBB AS NON-POTABLE WATER. P34 ROUGH-IN FOR FUTURE SINK. CAP WASTE AND WATER SUPPLIES AT WALL INSIDE CASEWORK. P35 IRRIGATION CONNECTION, SEE 9/P501. FOR CONTINUATION SEE IRRIGATION DWGS. P37 2" DWC WITH CAP AND VALVE FOR FUTURE PILOT. NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO#22 11/21/25 2 T F E.2 D ELECTRICAL 134 JANITORIAL 135 STAIR 6 136 12"x12" EA GUH-17 EBH-09 CHLORINE 132MECH / STORAGE 133 FLUORIDE 129 SODIUM BISULFITE 128SODIUM PERMANGANATE 127 CHEM HALLWAY 130 CHLORINATOR 131 END CAP (TYP) 20"x18" OA UP TO HV-01 UP TO AC-01 INSTALLED ON ROOF UP TO AC-02 INSTALLED ON ROOF 12"x12" EA EXHAUST AIR OPENING WITH BIRD SCREEN 24"x16" SA (TYP OF 2) (TYP OF 3)14"x14" OA 12"x12" OA 12"x12" EA DN THROUGH GRATING TO 1'-0" AFF OF CONTAINMENT AREA 10"x10" 450 CFM B 12"x12" EA DN TO 1'-0" AFF 12"x12" EA DN TO 1'-0" AFF 14"x14" 720 CFMB 16"x16" EA DOWN TO 0-12" AFF T INSTALL THERMOSTAT ON 1" THICK INSULATED PAD. 2HR RATED FIRE DAMPER (TYP OF 5) A M301 24"x16" SA 20"x16" SA 16"x16" SA (TYP OF 2) A (TYP OF 16) 24"x16" SA20"x16" SA16"x16" SA 24"x16" SA 14"x32" 4000 CFMB 12"x12" EA UP TO EF-13UP TO EF-14 UP TO EF-15 10"x10" 200 CFMB 10"x10" 150 CFMB 10"x10" 180 CFM B B M301 12"x12" EA UP TO EF-16 1 1/2" NG (CS09) 1 1/2" NG (CS09) UP TO HVU-01 TCP-03 TCP-04 32"x14" RA UP TO AC-01 INSTALLED ON ROOF 32"x14" RA UP TO AC-02 INSTALLED ON ROOF 1 1/2" NG (CS09) 1/2" NG (CS09) TO GUH-16 GUH-33 GUH-32 1/2" NG (CS09) 10"x12" 225 CFMB M BDD LV-27 GUH-34M-205 (TYP OF 3) 1/2" NG (CS09) EF-20 LV-15 M-901 M-506 M-602 5 6 4.6 16"x16" EA UP TO EF-25 (TYP OF 2) EA REGISTERS HIGH AND LOW, TYP ALL CHEMICAL AREAS. REFER TO SECTION (TYP OF 2) 12"x8" OA 400 CFM A 10"x10" OA 12"x8" OA 375 CFM A UD 75 CFM UD 75 CFM 10"x8" OA UD 75 CFM UD 75 CFM 10"x8" OA 10"x10" OA (TYP OF 2) (TYP OF 2)(TYP OF 2) 2 HR RATED FIRE DAMPER IN VERTICAL 2 HR RATED FIRE DAMPER IN VERTICAL 2 HR RATED FIRE DAMPER (TYP OF 2) DN THROUGH GRATING TO 1'-0" AFF OF CONTAINMENT AREA DN THROUGH GRATING TO 1'-0" AFF OF CONTAINMENT AREA 12 " x 1 2 " E A 12"x12" EA 12"x12" EA 12"x12" EA 14"x14" 500 CFMA 12"x8" 375 CFMA 12"x6" 225 CFMA 14"x6" SA 285 CFM A 16"x16" OA UP TO HV-02 16"x16" OA UP TO HVU-02 B B T T B 1 1/2" NG (CS09) 12"x12" OA 18"x12" 600 CFMA (TYP OF 2) 12"x10" 200 CFMA 3/4" NG (CS09)1" NG (CS09) 1 1/2" NG (CS09) UP TO UNDERSIDE OF ROOF STRUCTURE (SEE M122 FOR CONTINUATION) 1 1/2" NG (CS09) UP TO UNDERSIDE OF ROOF STRUCTURE (SEE M122 FOR CONTINUATION) 3 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y ST A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 7 / 2 0 2 6 1 2 : 1 6 : 5 7 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 m p -m d . r v t M112 HV A C E N L A R G E D M A I N L E V E L P L A N - A R E A " B " AI SLL JC A B C D E KEY PLAN SCALE: 3/16" = 1'-0" B ENLARGED MAIN LEVEL PLAN "B" N GENERAL SHEET NOTES 1. HVAC EQUIPMENT AND COMPONENTS SHALL NOT BE LOCATED ABOVE ELECTRICAL EQUIPMENT SHEET KEYNOTE A. MOUNT RETURN GRILLE 10' AFF FLUSH TO WALL B. BREAK-GLASS TYPE MANUAL EMERGENCY SHUT-OFF BREAK-GLASS SWITCH SHALL BE LABELED "VENTILATION SYSTEM EMERGENCY SHUT-OFF" NO. REVISION DATE 1 ADD #4 5/16/25 2 CONFORMED 6/13/25 3 FO#22 1/27/25 E.2 D C B A PFAS TREATMENT 124 STAIR 5 125 GUH-27 DEH-15 GUH-18 DEH-16 GUH-19 DEH-17 GUH-20 EBH-08 GUH-21 GUH-22 DEH-18 GUH-23 DEH-19 GUH-24 GUH-25 DEH-20 GUH-26 22"x14" OA LV-12 M M M M-205 (TYP OF ALL) M-901 DOWN TO PIPE GALLERY BELOW (TYP OF 3) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) 1/2" NG (CS09) PRESSURE REGULATOR SET TO 2 PSI OUTLET PRESSURE 2" NG (CS09) DOWN TO UNDERGROUND REFER TO CIVIL DRAWINGS FOR CONTINUATION 2" NG (CS09) 3/4" NG (CS09) 1/2" NG (CS09) 2" NG (CS09) 1/2" NG (CS09) UP 18'-6" AFF TO PUMP ROOM 2" NG (CS09) 1/2" NG (CS09) GAS METER P-413 6 7 C.2 B.3 A.3 2" NG (CS09) 2" NG (CS09) 2" NG (CS09)2" NG (CS09) UPDOWN SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M i n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y ST A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T M I N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 7 / 2 0 2 6 1 2 : 1 8 : 1 4 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 m p -m d . r v t M115 HV A C E N L A R G E D M A I N L E V E L P L A N - A R E A " E " AI SLL JC A B C D E KEY PLAN SCALE: 3/32" = 1'-0" E ENLARGED PLAN "E" N NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO#22 1/27/25 2 F E.2 D EF-18 HVU-01 EF-19 EF-17 32"x14" RA UP TO AC-02 EF-14 EF-16 EF-15 EQUIPMENT CLEARANCE (TYP OF ALL) UP TO AC-02 INSTALL ON 14" HIGH ROOF CURB (TYP ALL EXHAUST FANS) INSTALL ON 24" HIGH EQUIPMENT ROOF CURB (TYP OF 2) M-500 24"x16" SA 32"x14" RA UP TO AC-01 FROM FLOOR BELOW 24"x16" SA DOWN LV-23 EF-15 EF-16 24"x16" SA DOWN STORAGE PLATFORM 214 PUMP ROOM 122 EF-25 5 6 4.6 (TYP) EF-14 EF-13 EF-09 HVU-02 FROM FLOOR BELOW M-101 1 1/2" NG (CS09) FROM FLOOR BELOW CF-14 M CF-13 25'-0" AFF 25'-0" AFF 1 1/2" NG (CS09) DOWN TO FIRST FLOOR (SEE M112 FOR CONTINUATION) 1 1/2" NG (CS09) 1 1/2" NG (CS09) DOWN TO FIRST FLOOR (SEE M112 FOR CONTINUATION) 4 SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y ST A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 7 / 2 0 2 6 1 2 : 2 6 : 1 8 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 m p -m d . r v t M122 HV A C E N L A R G E D U P P E R L E V E L P L A N - A R E A " B " AI SLL JC A B C D E KEY PLAN SCALE: 3/16" = 1'-0" B ENLARGED UPPER LEVEL PLAN "B" NO. REVISION DATE 1 ADD #4 5/16/25 2 CONFORMED 6/13/25 3 FO#14 10/31/25 4 FO#22 1/27/25 GENERAL SHEET NOTES 1. INSTALL CIRCULATING FAN BETWEEN STRUCTURAL TRUSSES ABOVE CRANE. CONTRACTOR SHALL COORDINATE FINAL FAN LOCATION WITH CRANE SYSTEM AND ADJUST INSTALLATION ACCORDINGLY. 3 E.2 D C B A 6 7 C.2 B.3 A.3 PFAS TREATMENT 124 12,670 SF EF-12 LV-22 EF-09M-509 EF-10 CF-16 CF-17 CF-15 LV-13 30'-0'' AFF 30'-0'' AFF 30'-0'' AFF M 2" NG (CS09)2" NG (CS09) DOWN SHEET NUMBER PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . SURVEY DRAWN DESIGNED APPROVED PROJ. NO. 73 3 M a r q u e t t e A v e n u e , S u i t e 1 0 0 0 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R EP O R T WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F Mi n n e a p o l i s , M N 5 5 4 0 2 ww w . s t a n t e c . c o m CHECKED - Pl o t D a t e : TH E C O N T R A C T O R S H A L L V E R I F Y A N D B E R E S P O N S I B L E F O R AL L D I M E N S I O N S . D O N O T S C A L E T H E DR A W I N G . A N Y E R R O R S O R O M I S S I O N S S H A L L B E R E P O R T E D TO S T A N T E C W I T H O U T D E L A Y . T H E CO P Y R I G H T S T O A L L D E S I G N S A N D D R A W I N G S A R E T H E P R O P ER T Y O F S T A N T E C . R E P R O D U C T I O N OR U S E F O R A N Y P U R P O S E O T H E R T H A N T H A T A U T H O R I Z E D B Y ST A N T E C I S F O R B I D D E N . Fi l e P a t h : PR O F E S S I O N A L E N G I N E E R CI T Y O F C O T T A G E G R O V E , M I N N E S O T A IN T E R M E D I A T E Z O N E W A T E R T R E A T M E N T P L A N T MI N N E S O T A 193805302 MA R C H 2 8 , 2 0 2 5 1/ 2 7 / 2 0 2 6 1 2 : 2 7 : 4 5 P M BI M 3 6 0 : / / 1 9 3 8 0 5 3 0 2 _ C o t t a g e _ G r o v e _ I Z W T P / 1 9 3 8 0 5 3 0 2 m p -m d . r v t M125 HV A C E N L A R G E D U P P E R L E V E L P L A N - A R E A " E " AI SLL JC SCALE: 3/32" = 1'-0" E ENLARGED UPPER LEVEL PLAN "E" A B C D E KEY PLAN NO. REVISION DATE 1 CONFORMED 6/13/25 2 FO#14 10/31/25 3 FO#22 1/27/25 GENERAL SHEET NOTES 1. INSTALL CIRCULATING FAN BETWEEN STRUCTURAL TRUSSES ABOVE CRANE. CONTRACTOR SHALL COORDINATE FINAL FAN LOCATION WITH CRANE SYSTEM AND ADJUST INSTALLATION ACCORDINGLY. 2 3 Change Order Proposal #: 012 R2 January 30, 2026 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 28 – Davit Crane Brian: We propose to furnish labor, material, and equipment to complete FO 28 – Davit Crane All for the sum of: $52,493.00 Clarifications: An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 4/10/2026 Deerwood, MN 56444 12 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 Rice Lake -$ $0.00 -$ $0.00 -$ -$ -$ - Supervision 1.00 HR 16.00 110.00$ $1,760.00 -$ $0.00 -$ -$ 1,760.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Subcontractor -$ $0.00 -$ $0.00 -$ -$ -$ - Aero Material Handling - FO 28 1.00 LS -$ $0.00 42,306.90$ $42,306.90 -$ -$ 42,306.90$ - Deduct Orinignal Bases 13.00 EA -$ $0.00 (200.00)$ ($2,600.00)-$ -$ (2,600.00)$ - Freight 1.00 LS -$ $0.00 500.00$ $500.00 -$ -$ 500.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%88.00$ Sales Tax 1.00 ea 8.375%3,367.33$ Totals 16.00$ 1,760.00$ 40,206.90$ -$ -$ 45,422.23$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)6,295.04$ Bond and Insurance Cost (1.5%)775.76$ Total Change Order Proposal Request 52,493.02$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR DATE: For: ATTN: Quote #: Email: Item #Qty Cost Each Total Cost Lead Time (1)13 $2,324.80 $30,222.40 7-8 WEEKS (2)13 $145.00 $1,885.00 4 WEEKS (3)1 $265.50 $265.50 5-6 WEEKS (4)1 $3,645.00 $3,645.00 4 WEEKS (5)1 $6,289.00 $6,289.00 5-6 WEEKS TOTAL:$42,306.90 Part Number 1/30/2026 103 Pleasant Street Anoka, MN 55303 Phone: (763) 421-0020 or (800) 822-0020 Fax: (763) 427-0919 www.Aero-Material.com Prepared By:sean_clement@ricelake.org CB226P0016 SEAN CLEMENT RICE LAKE CONSTRUCTION GROUP Charlie Boushek Description 8512828 HEAVY-DUTY SLEEVE CAP (S.S.)8510827 8513330 8518383 8518587 CARRYING BAG DIGITAL WINCH W/190FT S.S. CABLE ONE PIECE ADJUSTABLE OFFSET DAVIT MAST FLUSH MOUNT FLOOR SLEEVE (S.S.) AND MUCH MORE! ELECTRIFICATION MONORAILS CRANES HOISTS We Represent Many Manufacturers INSPECTIONS SERVICE PARTS INVENTORY INSTALLATIONS 3M DBI SALA DAVIT - PER FIELD ORDER #28 - CITY OF COTTAGE GROVE ENGINEERING Supplier ***Price does not include costs associated with freight, taxes or installation, unless specified otherwise*** Quote valid for (30) days unless noted otherise. Serving our customers since 1968 Quotation STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 28 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 1/7/2026 Effective Date of Field Order: 1/7/2026 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): N/A Drawing(s) / Details (s): Structural (S) Sheets Description: Davit hoist bases shall be compatible with the following specification. Bases shall be galvanized steel or stainless steel. Equipment and installation shall comply with the existing details on the Structural (S) Sheets. Bases shall be installed in the hatch curb and can be installed after the slab is placed. Provide pricing for (1) davit hoist that complies with the following specification. Attachments: · N/A Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 1/7/2026 Change Order Proposal #: 016 R1 February 11th, 2026 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud, MN 56301-5094 Re: Cottage Grove Intermediate Zone Water Treatment Plant Stantec Project: 193805302 FO 32a – Waterproofing Update Brian: We propose to furnish labor, material, and equipment to FO 32a – Waterproofing Update All for the sum of: $2,204.00 Clarifications: - This COP is for the installation of 8’ tall insulation on the NE Exterior wall (Area No. 3) An itemized proposal has been included for your reference. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: File Jack Boelter 25-24 Cottage Grove Intermediate Zone Water Treatment Plant 22360 County Road 12, PO Box 517 2/10/2026 Deerwood, MN 56444 16 R1 HOURS $ RATE TOTAL RATE TOTAL -$ $0.00 -$ $0.00 -$ -$ $0.00 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ KD Waterproofing -$ $0.00 -$ $0.00 -$ -$ -$ - FO 32 Added Waterproofing -$ $0.00 -$ $0.00 2,068.00$ -$ 2,068.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 8.375%-$ Totals -$ -$ -$ 2,068.00$ -$ 2,068.00$ Rice Lake Mark-up on Subs (5%)103.40$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond and Insurance Cost (1.5%)32.57$ Total Change Order Proposal Request 2,204.00$ Days Requested [xx] RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNIT LABOR 2 STANTEC 193805302 – Cottage Grove Intermediate Zone WTP PAGE - 1 FIELD ORDER NO.: 32a Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805302 Contractor: Rice Lake Construction Group Contractor’s Project No.: 25-24 Project: Intermediate Zone Water Treatment Plant Contract Name: Date Issued: 1/26/2026; 2/10/2026 Effective Date of Field Order: 1/26/2026; 2/10/2026 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): N/A Drawing(s) / Details (s): Structural (S) Sheets Description: Waterproofing system locations are revised to include clearwell walls below the basement slab elevation. The attached figures depict the waterproofing system locations to be added. Waterproofing system should be removed from the noted walls in exchange for the added area (up to the quantity that was added). This is to be a $0 cost revision. Insulation board is to be added to the noted locations on the attached figure (in place of the waterproofing system that was moved away from the exterior wall above. Insulation shall extend 8’ (nominal one sheet) below grade. Material shall be the same insulation board that is part of the waterproofing system (2” thick, minus the waterproofing components). This additional insulation board shall be used only in those areas where the exterior wall insulation was moved to the clearwell. Attachments: · Updated waterproofing location figure. · Isometric view of added waterproofing. Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 2/10/2026 Add the dashed (1,392 sf) Swap/remove in the noted areas 888.50-882.50 = 6' 6'x14' = 84 sf 888.50-882.50 = 6' 6'x(24'+1.5') = 153 sf 888.50-882.50 = 6' 6'x99.5' = 597 sf 888.50-882.50 = 6' 6'x(24.5'+25') = 297 sf 888.50-882.50 = 6' 6'x(6'+13.5'+6') = 153 sf 888.50-882.50 = 6' 6'x(6'+6'+6') = 108 sf Remove area No. 1 Remove area No. 2 Remove area No. 3 (west to east) 14' tall x approx. 100' long Field Order No. 32; 1/23/2026 1 City Council Action Request 8.A. Meeting Date 4/15/2026 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 03-27-2026 through 04-09-2026 in the amount of $4,440,116.09. Budget Implication N/A Attachments 1. Expense Approval Report 4-15-2026 Council Meeting 2. Payroll Check Register 4-15-2026 Council Meeting 1 City Council Action Request 10.A. Meeting Date 4/15/2026 Department Engineering Agenda Category Action Item Title 2026 Pavement Management Project - Bid Award Staff Recommendation Adopt Resolution 2026-065 awarding the 2026 Pavement Management Project to McNamara Contracting for a total project cost of $3,388,121.63. Budget Implication $3,388,121.63 - Assessments, Utility Funds, General Levy Attachments 1. 01 2026 PMP Bid Award Memo 2. 02 137045 Bid Results Letter 3. 03 2026-04-07 137045 Abstract of Bids 4. 04 2026 PMP Bid Award Resolution To: Honorable Mayor and City Council From: Paul Sponhoz, PE, City Engineer Date: April 10, 2026 Subject: 2026 Pavement Management Project Bid Award Background th Street. Discussion Contractor Bid Amount Percentage Under/Over Estimate Funding Analysis Honorable Mayor, City Council, and Jennifer Levitt Construction Item Engineer's Estimate Low Bid Difference Streets $2,149,152.81 $2,421,161.88 $272,009.07 Sanitary Sewer $369,969.67 $427,670.00 $57,700.33 Water Main $73,356.05 $111,650.00 $38,293.95 Storm Sewer $141,613.25 $203,775.75 $62,162.50 Street Lighting $265,908.22 $223,864.00 ($42,044.22) Totals $3,000,000.00 $3,388,121.63 $388,121.63 So, with the increased project contract costs, the following options may be considered: Option #1: Award the low bid and proceed with the project this year as planned. The benefit of proceeding with the project is that the costs are now known, and it maintains the plan that is outlined in the Capital Improvement Plan (CIP) to rehabilitate roads and utilities within the community. By moving forward with the project, this option stays true to the CIP and the Council’s direction given in the development of the CIP. With new pavement and infrastructure built with this option, maintenance costs associated with the streets in the project area will be reduced. Those maintenance dollars and resources can then be reallocated to other parts of the community, which is a greater benefit to the general taxpayer. There are also similar benefits related to the repairs to the utilities in the project area. To proceed with this option, the bond amount will need to increase by approximately $300,000. The increase in bonding would increase the property tax levy by approximately $35,000 (0.12%) and increase taxes on median home by approximately $2 per year. Another option is to fund the $300,000 with the Pavement Management Fund which currently has $2.8 million available. The decision between increasing the bond amount or using funds in the Pavement Management Fund can be determined based on projected interest rates when bonding for the project. While the project costs are higher with this bid, the pending assessments were capped by the special benefit appraisal. Property owners would not see an increase in their assessment due to these additional costs. Option #2: Award the project and direct staff to complete a change order for Council approval to remove the work proposed for 90th Street. This option would remove the work for 90th Street from Inwood Avenue to Jamaica Avenue. The low bid contractor is willing to work with staff to make that change. The contract provides specifications that if there are significant changes to the contract or to individual bid items, the contractor may have a claim to change unit prices on the remaining work. The contract amount could be reduced about $250,000 to $350,000. This would not require changes to the property tax levy. Two property owner assessments would be lower or removed from the project, reducing the assessments by about $40,000. Honorable Mayor, City Council, and Jennifer Levitt That portion of 90th Street could then be added to the segment of 90th Street from East Point Douglas Road to Inwood Avenue that is currently scheduled for the 2032 Pavement Management Program. th Street. Bryan Investments, LLC (Aldi) would not be assessed with this project, but on a future 90th Street project. Assessments on a future project are likely to be greater to those properties in future years. th Street will continue to deteriorate and maintenance costs on 90th Street will continue to increase. It puts more work into future years or may require modifying the Pavement Management Plan. Option #3: Do not award the project and re-evaluate the project for next year. Recommendation H:\COTT\24X137045000\6_Plans-Specs\B_Bid Documents\137045 Bid Results Letter.doc April 8, 2026 Honorable Mayor and City Council City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Bid Results 2026 Pavement Management BMI Project No. 24X.137045 Dear Honorable Mayor and City Council: Bids for the 2026 Pavement Management Project were opened on Tuesday, April 7, 2026. A total of three (3) bids were received. Below is the summary of bids: Contractor Total 1. McNamara Contracting, Inc. $3,388,121.63 2. Park Construction Company $3,419,681.90 3. Bituminous Roadways, Inc. $3,796,541.00 The low Bidder on the Project was McNamara Contracting, Inc. with a Total Bid Amount of $3,388,121.63, which was above the Engineer’s Estimate of $3,000,000. If the City Council decides to award the Project to the low bidder, then McNamara Contracting, Inc. should be awarded the Project on the Total Base Bid Amount of $3,388,121.63. If you have any questions, please feel free to contact me at (651) 968-7674. Sincerely, Bolton & Menk, Inc. Michael Boex, PE ABSTRACT OF BIDS 2026 PAVEMENT MANAGEMENT CITY OF COTTAGE GROVE BMI PROJECT NO. 24X.137045 BID DATE: 4/7/2026 TIME: 11:00 AM 1 2 3 ITEM APPROX. NO.ITEM QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1 MOBILIZATION 1 LS $70,000.00 $70,000.00 $241,600.00 $241,600.00 $175,000.00 $175,000.00 2 TRAFFIC CONTROL 1 LS $11,000.00 $11,000.00 $8,840.00 $8,840.00 $50,000.00 $50,000.00 3 TEMPORARY MAILBOX 206 EA $78.50 $16,171.00 $80.30 $16,541.80 $75.00 $15,450.00 4 CLEARING AND GRUBBING 2 EA $750.00 $1,500.00 $749.00 $1,498.00 $1,000.00 $2,000.00 5 REMOVE BITUMINOUS STREET PAVEMENT 33,150 SY $3.50 $116,025.00 $4.65 $154,147.50 $8.00 $265,200.00 6 REMOVE AND REPLACE BITUMINOUS STREET PAVEMENT 58 SY $110.00 $6,380.00 $113.00 $6,554.00 $90.00 $5,220.00 7 REMOVE AND REPLACE BITUMINOUS DRIVEWAY 220 SY $65.00 $14,300.00 $63.50 $13,970.00 $40.00 $8,800.00 8 REMOVE CONCRETE CURB AND GUTTER 17,300 LF $10.00 $173,000.00 $4.30 $74,390.00 $6.50 $112,450.00 9 REMOVE AND REPLACE 6 INCH CONCRETE SIDEWALK 81 SY $185.00 $14,985.00 $108.00 $8,748.00 $135.00 $10,935.00 10 REMOVE AND REPLACE 6 INCH CONCRETE DRIVEWAY (RESIDENTIAL) 1,100 SY $135.00 $148,500.00 $105.00 $115,500.00 $113.00 $124,300.00 11 REMOVE CONCRETE DRIVEWAY (COMMERCIAL) 563 SY $60.00 $33,780.00 $16.80 $9,458.40 $27.00 $15,201.00 12 REMOVE CONCRETE PEDESTRIAN RAMP 1,700 SF $2.00 $3,400.00 $2.75 $4,675.00 $3.00 $5,100.00 13 SAWING BITUMINOUS PAVEMENT (STREET) 320 LF $1.00 $320.00 $3.15 $1,008.00 $1.00 $320.00 14 SALVAGE AND REINSTALL MAILBOX 79 EA $210.00 $16,590.00 $214.00 $16,906.00 $200.00 $15,800.00 15 SALVAGE AND REINSTALL COMMUNITY MAILBOX 4 EA $470.00 $1,880.00 $482.00 $1,928.00 $450.00 $1,800.00 16 EXCAVATION - COMMON (EV) - STREET 550 CY $34.00 $18,700.00 $30.20 $16,610.00 $60.00 $33,000.00 17 EXCAVATION - COMMON (EV) - SIDEWALK 106 CY $47.00 $4,982.00 $45.60 $4,833.60 $70.00 $7,420.00 18 EXCAVATION - SUBGRADE (EV) - STREET 1,100 CY $34.00 $37,400.00 $30.20 $33,220.00 $65.00 $71,500.00 19 EXCAVATION - SUBGRADE (EV) - SIDEWALK 53 CY $47.00 $2,491.00 $45.60 $2,416.80 $75.00 $3,975.00 20 AGGREGATE BACKFILL (MODIFIED) - STREET 2,200 TN $12.00 $26,400.00 $24.00 $52,800.00 $20.00 $44,000.00 21 AGGREGATE BACKFILL (MODIFIED) - SIDEWALK 105 TN $22.00 $2,310.00 $52.50 $5,512.50 $30.00 $3,150.00 22 AGGREGATE BASE, VIRGIN CLASS 5 - STREET 6,350 TN $24.00 $152,400.00 $23.30 $147,955.00 $50.00 $317,500.00 23 AGGREGATE BASE, VIRGIN CLASS 5 - SIDEWALK 70 TN $85.00 $5,950.00 $53.90 $3,773.00 $60.00 $4,200.00 24 MIX AND FINISH GRADE AGGREGATE BASE - STREET 33,150 SY $2.00 $66,300.00 $0.87 $28,840.50 $3.00 $99,450.00 25 FINISH GRADING - SIDEWALK 320 SY $10.00 $3,200.00 $3.50 $1,120.00 $5.00 $1,600.00 26 B618 CONCRETE CURB AND GUTTER 2,250 LF $17.15 $38,587.50 $24.50 $55,125.00 $22.50 $50,625.00 27 SURMOUNTABLE CONCRETE CURB AND GUTTER 16,900 LF $17.10 $288,990.00 $20.90 $353,210.00 $19.50 $329,550.00 28 REMOVE AND REPLACE CONCRETE VALLEY GUTTER 94 SY $140.00 $13,160.00 $127.00 $11,938.00 $137.00 $12,878.00 29 6 INCH CONCRETE MAILBOX PAD 200 SF $18.00 $3,600.00 $11.80 $2,360.00 $12.00 $2,400.00 30 6 INCH CONCRETE SIDEWALK 275 SY $74.15 $20,391.25 $14.00 $3,850.00 $13.50 $3,712.50 31 6 INCH CONCRETE PEDESTRIAN CURB RAMP 2,083 SF $14.95 $31,140.85 $15.20 $31,661.60 $14.50 $30,203.50 32 7 INCH CONCRETE DRIVEWAY (COMMERCIAL) 585 SY $92.65 $54,200.25 $98.20 $57,447.00 $93.00 $54,405.00 33 TRUNCATED DOME PANELS 194 SF $50.00 $9,700.00 $64.20 $12,454.80 $60.00 $11,640.00 34 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 6,600 TN $89.00 $587,400.00 $93.20 $615,120.00 $88.00 $580,800.00 35 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) 1,250 TN $85.00 $106,250.00 $76.60 $95,750.00 $88.00 $110,000.00 36 BITUMINOUS INCENTIVE 1 LS $19,500.00 $19,500.00 $19,500.00 $19,500.00 $19,500.00 $19,500.00 37 BITUMINOUS MATERIAL FOR TACK 2,300 GAL $2.00 $4,600.00 $2.50 $5,750.00 $0.01 $23.00 38 EROSION CONTROL SUPERVISOR 1 LS $500.00 $500.00 $144.00 $144.00 $10,000.00 $10,000.00 39 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO-9 31 EA $150.00 $4,650.00 $220.00 $6,820.00 $200.00 $6,200.00 40 STREET SWEEPER WITH OPERATOR 35 HR $250.00 $8,750.00 $193.00 $6,755.00 $200.00 $7,000.00 41 SKIDSTEER WITH OPERATOR 20 HR $225.00 $4,500.00 $174.00 $3,480.00 $235.00 $4,700.00 42 WATER FOR DUST CONTROL 80 MGAL $80.00 $6,400.00 $61.20 $4,896.00 $50.00 $4,000.00 43 DECIDUOUS TREE 2.5" CAL 2 EA $2,050.00 $4,100.00 $1,030.00 $2,060.00 $950.00 $1,900.00 44 SEEDING, MNDOT MIX RT 285 LB $9.00 $2,565.00 $6.50 $1,852.50 $4.00 $1,140.00 45 HYDRAULIC MATRIX TYPE MULCH 7,000 SY $2.85 $19,950.00 $2.20 $15,400.00 $3.00 $21,000.00 Park Construction Company Minneapolis, MN Bituminous Roadways, Inc. Mendota Heights, MN McNamara Contracting, Inc. Rosemount, MN PART 1 - STREETS ABSTRACT OF BIDS 2026 PAVEMENT MANAGEMENT CITY OF COTTAGE GROVE BMI PROJECT NO. 24X.137045 BID DATE: 4/7/2026 TIME: 11:00 AM 1 2 3 ITEM APPROX. NO.ITEM QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Park Construction Company Minneapolis, MN Bituminous Roadways, Inc. Mendota Heights, MN McNamara Contracting, Inc. Rosemount, MN 46 PREMIUM TOPSOIL BORROW (LV) MODIFIED 2,900 CY $59.00 $171,100.00 $63.20 $183,280.00 $50.00 $145,000.00 47 APPLICATION OF WATER FOR TURF ESTABLISHMENT 580 MGAL $75.00 $43,500.00 $40.00 $23,200.00 $40.00 $23,200.00 48 REMOVE SIGN AND POST 52 EA $26.14 $1,359.28 $26.80 $1,393.60 $25.00 $1,300.00 49 SALVAGE AND REINSTALL SIGN 12 EA $162.06 $1,944.72 $166.00 $1,992.00 $155.00 $1,860.00 50 SIGN PANEL, TYPE C 144 SF $57.51 $8,281.44 $58.90 $8,481.60 $55.00 $7,920.00 51 INSTALL SIGN PANEL 39 EA $104.56 $4,077.84 $107.00 $4,173.00 $100.00 $3,900.00 52 4 INCH SOLID LINE MULTI COMP GROUND IN 910 LF $1.25 $1,137.50 $1.30 $1,183.00 $1.20 $1,092.00 53 4 INCH SOLID DOUBLE SOLID LINE MULTI COMP GROUND IN 2,660 LF $2.51 $6,676.60 $2.55 $6,783.00 $2.40 $6,384.00 54 4 INCH DASHED LINE MULTI COMP GROUND IN 130 LF $1.25 $162.50 $1.30 $169.00 $1.20 $156.00 55 12 INCH SOLID LINE PAINT GROUND IN 225 LF $12.55 $2,823.75 $12.80 $2,880.00 $12.00 $2,700.00 56 24 INCH SOLID WHITE STOP BAR PAINT GROUND IN 70 LF $18.82 $1,317.40 $19.30 $1,351.00 $18.00 $1,260.00 57 PAVEMENT MESSAGE MULTI COMP GROUND IN 10 EA $188.20 $1,882.00 $193.00 $1,930.00 $180.00 $1,800.00 $2,421,161.88 $2,515,236.20 $2,851,620.00 58 REMOVE AND REPLACE CASTING, SANITARY MANHOLE (R-1642) 4 EA $1,400.00 $5,600.00 $1,660.00 $6,640.00 $1,300.00 $5,200.00 59 ADJUST SANITARY MANHOLE CASTING (INCL RINGS) 37 EA $1,250.00 $46,250.00 $1,210.00 $44,770.00 $1,350.00 $49,950.00 60 ADJUST SANITARY MANHOLE CASTING (INCL RINGS) - GREEN SPACE 4 EA $1,250.00 $5,000.00 $1,170.00 $4,680.00 $775.00 $3,100.00 61 ADJUST TOPSLAB 2 EA $1,000.00 $2,000.00 $1,530.00 $3,060.00 $2,700.00 $5,400.00 62 ADD 12 INCH SECTION, 4' DIA SANITARY STRUCTURE 1 EA $1,325.00 $1,325.00 $4,100.00 $4,100.00 $2,850.00 $2,850.00 63 PATCH SANITARY STRUCTURE 2 EA $1,050.00 $2,100.00 $380.00 $760.00 $1,550.00 $3,100.00 64 INLINE CIPP, 9" VCP SANITARY SEWER 3,920 LF $62.50 $245,000.00 $65.00 $254,800.00 $62.50 $245,000.00 65 4' CIPP, 9" CIPP 1 EA $4,725.00 $4,725.00 $4,910.00 $4,910.00 $5,000.00 $5,000.00 66 8' CIPP, 9" CIPP 1 EA $5,500.00 $5,500.00 $5,700.00 $5,700.00 $6,000.00 $6,000.00 67 LATERAL REINSTATEMENT 99 EA $155.00 $15,345.00 $164.00 $16,236.00 $160.00 $15,840.00 68 LATERAL SERVICE T-LINER 20 EA $4,725.00 $94,500.00 $4,910.00 $98,200.00 $4,750.00 $95,000.00 69 REMOVE AND REPLACE STEP 1 EA $325.00 $325.00 $535.00 $535.00 $510.00 $510.00 $427,670.00 $444,391.00 $436,950.00 70 HYDRANT RECONDITIONING AND PAINTING 18 EA $1,665.00 $29,970.00 $629.00 $11,322.00 $1,050.00 $18,900.00 71 6 INCH CONCRETE HYDRANT ACCESS PAD 270 SF $19.00 $5,130.00 $11.80 $3,186.00 $15.00 $4,050.00 72 ADJUST GATE VALVE AND BOX 25 EA $1,450.00 $36,250.00 $517.00 $12,925.00 $750.00 $18,750.00 73 REMOVE AND REPLACE VALVE BOX TOP SECTION AND COVER 7 EA $750.00 $5,250.00 $617.00 $4,319.00 $1,000.00 $7,000.00 74 RECONSTRUCT VALVE BOX 24 LF $550.00 $13,200.00 $127.00 $3,048.00 $380.00 $9,120.00 75 EXTEND HYDRANT BARREL 1 LF $2,100.00 $2,100.00 $3,740.00 $3,740.00 $2,300.00 $2,300.00 76 CLEAN VALVE BOX 15 EA $700.00 $10,500.00 $357.00 $5,355.00 $340.00 $5,100.00 77 WATER MAIN EVALUATION EXCAVATION 2 EA $900.00 $1,800.00 $1,530.00 $3,060.00 $2,550.00 $5,100.00 78 WATER MAIN EVALUATION EXCAVATION AND FITTING BOLT REPLACEMENT 1 EA $3,725.00 $3,725.00 $3,160.00 $3,160.00 $4,500.00 $4,500.00 79 WATER MAIN EVALUATION EXCAVATION, VALVE REPAIR AND VALVE BOX REPLACEMENT 1 EA $3,725.00 $3,725.00 $3,980.00 $3,980.00 $6,500.00 $6,500.00 $111,650.00 $54,095.00 $81,320.00 TOTAL PART 2 - SANITARY SEWER TOTAL PART 1 - STREETS PART 2 - SANITARY SEWER PART 3 - WATER MAIN TOTAL PART 3 - WATER MAIN ABSTRACT OF BIDS 2026 PAVEMENT MANAGEMENT CITY OF COTTAGE GROVE BMI PROJECT NO. 24X.137045 BID DATE: 4/7/2026 TIME: 11:00 AM 1 2 3 ITEM APPROX. NO.ITEM QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Park Construction Company Minneapolis, MN Bituminous Roadways, Inc. Mendota Heights, MN McNamara Contracting, Inc. Rosemount, MN 80 REMOVE PIPE - 12" RC STORM SEWER 38 LF $35.00 $1,330.00 $12.80 $486.40 $50.00 $1,900.00 81 REMOVE PIPE - 15" RC STORM SEWER 20 LF $35.00 $700.00 $12.80 $256.00 $50.00 $1,000.00 82 REMOVE PIPE - 18" RC STORM SEWER 49 LF $35.00 $1,715.00 $12.80 $627.20 $50.00 $2,450.00 83 REMOVE PIPE - 21" RC STORM SEWER 28 LF $50.00 $1,400.00 $12.80 $358.40 $50.00 $1,400.00 84 REMOVE PIPE - 27" RC STORM SEWER 50 LF $50.00 $2,500.00 $15.50 $775.00 $50.00 $2,500.00 85 REMOVE PIPE - 36" RC STORM SEWER 16 LF $75.00 $1,200.00 $16.60 $265.60 $50.00 $800.00 86 15" RC STORM SEWER 58 LF $150.00 $8,700.00 $94.20 $5,463.60 $75.00 $4,350.00 87 18" RC STORM SEWER 49 LF $155.00 $7,595.00 $99.50 $4,875.50 $150.00 $7,350.00 88 21" RC STORM SEWER 28 LF $165.00 $4,620.00 $10.70 $299.60 $160.00 $4,480.00 89 27" RC STORM SEWER 50 LF $190.00 $9,500.00 $148.00 $7,400.00 $170.00 $8,500.00 90 36" RC STORM SEWER 16 LF $265.00 $4,240.00 $207.00 $3,312.00 $300.00 $4,800.00 91 CONNECT TO EXISTING PIPE 10 EA $2,000.00 $20,000.00 $1,830.00 $18,300.00 $2,550.00 $25,500.00 92 4' CIPP, 15" RCP 1 EA $7,875.00 $7,875.00 $8,190.00 $8,190.00 $9,000.00 $9,000.00 93 TELEVISE STORM SEWER 201 LF $15.75 $3,165.75 $16.40 $3,296.40 $16.00 $3,216.00 94 SPRAY LINE LINE STORM STRUCTURE - 48" DIAMETER 9 LF $640.00 $5,760.00 $666.00 $5,994.00 $650.00 $5,850.00 95 ADJUST STORM MANHOLE CASTING (INCL RINGS) 8 EA $1,250.00 $10,000.00 $1,210.00 $9,680.00 $1,600.00 $12,800.00 96 ADJUST CATCH BASIN CASTING (INCL RINGS) 27 EA $400.00 $10,800.00 $425.00 $11,475.00 $1,600.00 $43,200.00 97 REMOVE MANHOLE OR CATCH BASIN - STORM SEWER 9 EA $1,950.00 $17,550.00 $261.00 $2,349.00 $410.00 $3,690.00 98 REMOVE AND REPLACE CATCH BASIN CASTING 6 EA $1,200.00 $7,200.00 $1,290.00 $7,740.00 $1,800.00 $10,800.00 99 REMOVE AND REPLACE 4' DIA TOP SLAB 1 EA $1,650.00 $1,650.00 $1,900.00 $1,900.00 $3,100.00 $3,100.00 100 ADJUST TOP SLAB 4 EA $975.00 $3,900.00 $1,020.00 $4,080.00 $2,700.00 $10,800.00 101 2'X3' CATCH BASIN INCLUDING CASTING AND HDPE ADJUSTMENT RINGS 14 LF $1,100.00 $15,400.00 $715.00 $10,010.00 $225.00 $3,150.00 102 4' DIAMETER CATCH BASIN MANHOLE INCLUDING CASTING AND HDPE ADJUSTMENT RINGS 20 LF $1,250.00 $25,000.00 $1,970.00 $39,400.00 $225.00 $4,500.00 103 4' DIAMETER MANHOLE INCLUDING CASTING AND HDPE ADJUSTMENT RINGS 7 LF $1,700.00 $11,900.00 $1,470.00 $10,290.00 $225.00 $1,575.00 104 4' DIAMETER CATCH BASIN MANHOLE INCLUDING CASTING AND HDPE ADJUSTMENT RINGS (STO-9) 9 LF $1,250.00 $11,250.00 $1,350.00 $12,150.00 $175.00 $1,575.00 105 RECONSTRUCT INVERT 2 EA $1,400.00 $2,800.00 $1,030.00 $2,060.00 $1,300.00 $2,600.00 106 PATCH STORM STRUCTURE 12 EA $475.00 $5,700.00 $380.00 $4,560.00 $725.00 $8,700.00 107 REMOVE AND REPLACE STEP 1 EA $325.00 $325.00 $216.00 $216.00 $410.00 $410.00 $203,775.75 $175,809.70 $189,996.00 108 REMOVE LIGHTING SERVICE CABINET AND EQUIPMENT PAD 2 EA $900.00 $1,800.00 $521.00 $1,042.00 $1,400.00 $2,800.00 109 REMOVE AND REPLACE STREET LIGHT POLE (LGT-7) 5 EA $1,050.00 $5,250.00 $1,060.00 $5,300.00 $2,500.00 $12,500.00 110 REMOVE LIGHT FOUNDATION 1 EA $650.00 $650.00 $1,090.00 $1,090.00 $725.00 $725.00 111 LIGHTING FOUNDATION TYPE A (LGT-2) 1 EA $1,500.00 $1,500.00 $1,510.00 $1,510.00 $1,600.00 $1,600.00 112 UNDERGROUND WIRE 1 C/6 AWG 20,640 LF $2.90 $59,856.00 $3.00 $61,920.00 $2.50 $51,600.00 113 1.5" NON-METALLIC CONDUIT 6,880 LF $13.60 $93,568.00 $14.10 $97,008.00 $16.00 $110,080.00 114 LIGHTING SERVICE CABINET 2 EA $10,000.00 $20,000.00 $10,400.00 $20,800.00 $10,500.00 $21,000.00 115 EQUIPMENT PAD 2 EA $3,750.00 $7,500.00 $3,340.00 $6,680.00 $2,000.00 $4,000.00 116 HANDHOLE (TYPE A) 7 EA $1,250.00 $8,750.00 $1,280.00 $8,960.00 $1,100.00 $7,700.00 117 HANDHOLE (TYPE B) 34 EA $735.00 $24,990.00 $760.00 $25,840.00 $725.00 $24,650.00 $223,864.00 $230,150.00 $236,655.00TOTAL PART 5 - STREET LIGHTING PART 5 - STREET LIGHTING PART 4 - STORM SEWER TOTAL PART 4 - STORM SEWER ABSTRACT OF BIDS 2026 PAVEMENT MANAGEMENT CITY OF COTTAGE GROVE BMI PROJECT NO. 24X.137045 BID DATE: 4/7/2026 TIME: 11:00 AM 1 2 3 ITEM APPROX. NO.ITEM QUANT.UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Park Construction Company Minneapolis, MN Bituminous Roadways, Inc. Mendota Heights, MN McNamara Contracting, Inc. Rosemount, MN TOTAL BASE BID $3,388,121.63 $3,419,681.90 $3,796,541.00 CITY OF COTTAGE GROVE, MINNESOTA RESOLUTION AWARDING THE BID FOR THE WHEREAS, plans and specifications for the 2026 Pavement Management Project were completed according to City standards; and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, three firms submitted bids; and WHEREAS, it appears that McNamara Contracting provided the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the bid be awarded to McNamara Contracting in the total amount of $3,388,121.63. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, the bid for the 2026 Pavement Management Project is awarded to McNamara Contracting in the total amount of $3,388,121.63. Passed this 15th day of April, 2026. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk