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~Master - August 12, 2025 Regular Meeting of the Ames City Council
1.Recognition of City of Ames Animal Shelter and Animal Control on achieving a 98.55% Save Rate, also known as Live Release Rate for All Domestic Animals for the 2024 calendar year 2.Motion approving payment of claims 3.Motion approving Report of Change Orders for period of July 16-31, 2025 4.Motion approving Summary of Minutes of the Regular City Council Meeting on July 22, 2025, and Minutes of the Special City Council Meeting on July 23, 2025 5.Motion approving Civil Service Candidates 6.Motion approving Ownership Update for Class F Retail Alcohol License - Green Hills Residents' Association, 2200 Hamilton Drive, Ste. 100 7.Motion approving Ownership Update for Special Class C Retail Alcohol License - Northcrest Community, 1801 20th Street 8.Motion approving Premises Update for Class E Retail Alcohol License - Kum & Go #0217, 3111 South Duff Avenue 9.Motion approving new Class C Retail Liquor License - Monterrey Mexican Restaurant, 823 Wheeler Street 10.Motion approving new Class B Retail Alcohol License - Hy-Vee Ames Pop Up Shop, 1472 South 4th Street 11.Motion approving new 5-Day (September 8-12, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Farm to Table 12.Motion approving new 5-Day (September 13-17, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Botanical Bash 13.Motion approving new 5-Day (September 16-20, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 1930 East 13th Street 14.Motion approving new 5-Day (September 9-13, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 2321 North Loop Drive 15.Motion approving the renewal of the following Beer Permits, Wine Permits, and Liquor Licenses: AGENDA REGULAR MEETING OF THE AMES CITY COUNCIL COUNCIL CHAMBERS - CITY HALL AUGUST 12, 2025 NOTICE TO THE PUBLIC: The Mayor and City Council welcome comments from the public during discussion. The Standards of Decorum, posted at the door and available on the City website, define respectful conduct for public participation. If you wish to speak, please fill out the form on the tablet outside the door to the Council Chambers or scan the QR Code to the right to fill out the same form on a personal device. When your name is called, please step to the microphone, state your name for the record, and keep your comments brief so that others may have the opportunity to speak. CALL TO ORDER : 6:00 p.m. PRESENTATION: CONSENT AGENDA : All items listed under the Consent Agenda will be enacted by one motion. There will be no separate discussion of these items unless a request is made prior to the time the Council members vote on the motion. 1 a. Inside Golf, 2801 Grand Avenue #1075, Class C Retail Alcohol License, Pending Dramshop Review b. Iowa State Center – CY Stephens, ISU, Class C Retail Alcohol License with Catering Privilege and Outdoor Service, Pending Dramshop Review c. Kwik Stop Liquor & Groceries, 125 6th Street, Class E Retail Alcohol License 16.Resolution approving Quarterly Investment Report for period ending June 30, 2025 17.Resolution approving Commission on the Arts (COTA) Fall 2025 Special Project Grant contracts 18.Resolution setting August 26, 2025, as date of public hearing to grant gas pipeline easement on City of Ames property at 601 S. Maple Avenue 19.Resolution awarding contract to Petrotech Inc., of New Orleans, LA, for Combustion Turbine Controls Upgrade, in the amount of $1,213,252.67 (inclusive of sales tax) 20.Resolution awarding contract to Workspace, Inc. (Iowa Office Interiors), of Ames, IA, for new office furniture for Water & Pollution Control in the amount of $156,703.99 21.Resolution awarding a contract to Dinges Fire Company of Amboy, IL in the amount of $70,795 for turnout gear for the Fire Department 22.Resolution approving contract and bond for the CyRide Facility Fire Suppression Improvement Project with Henkel Construction Company of Ames, IA, in the amount of $227,600 23.Resolution awarding a contract to RESCO of Ankeny, IA, for the purchase of shims, brackets, and steel light poles for Electric Services in the amount of $56,743.11 24.Resolution approving Detour Agreement with Iowa Department of Transportation for US 30 Pavement Project 25.Resolution approving Iowa Department of Transportation Preconstruction Agreement for Sanitary Sewer Relocation 26.Resolution approving Professional Services Agreement with WHKS of Ames, IA, for 2025/26 Concrete Street Pavement Improvements Program in an amount not to exceed $321,000 27.Resolution approving Change Order No. 1 with Wulfekuhle Injection & Pumping, of Peosta, IA, for Excavation and Hauling Services for Electric Services in an amount not-to- exceed $200,000 28.2020/21 Arterial Pavement Improvements E 13th St (Duff Ave to Meadowlane Ave): a. Resolution approving Change Order No. 1 in the deduct amount of $55,427.87 b. Resolution accepting 2020/21 Arterial Pavement Improvements (E 13th St) as completed by Con-Struct, Inc, of Ames, IA, in the amount of $2,878,865.03 29.Resolution approving Change Order No. 5 with Woodruff Construction of Ames, IA, for the Water Pollution Control Facility Nutrient Reduction Modifications Phase 1 Project in the deduct amount of $40,743.03 30.Resolution approving submittal of an Iowa Department of Natural Resources (DNR) Resource Enhancement and Protection grant application in the amount of $200,000 for the Moore Memorial Park Bridge Project 31.Resolution approving application to Iowa Department of Natural Resources (DNR) Resource Enhancement and Protection (REAP) program in the amount of $200,000 for the Ontario Park Pedestrian Bridge Project 32.Resolution approving the submittal of Energy Efficiency and Conservation Block Grant for an Electric Vehicle Charging Station for up to $156,000 33.Resolution approving partial completion of public improvements and reducing financial security on file for Ansley Subdivision 1st Addition to $114,921 34.Resolutions approving Final Plat for The Bluffs at Dankbar Farms 4th Addition, Acceptance of the Public Improvements Agreement, and Extension of Private Pocket 2 Park Date of Completion. 35.Resolution approving FY 2026/27 City Analysis of Social Services Evaluation Team Priorities 36.Staff Report on Residential Curbside Recycling 37.Maple Grove Mobile Home Park - Request for Sanitary Sewer Connection a. Motion directing staff to develop rural sewer service agreement 38.Finalize New Power Plant Site 39.Resolution awarding contract to Sargent & Lundy LLC, of Chicago, IL, for Engineering Services for Reciprocating Internal Combustion Engine (RICE) Electric Generation Facility, in the amount not-to-exceed $6,885,000 40.South Lincoln Mixed Use (S-SMD) Zoning District Text Amendment Request a. Motion Approve or Deny Initiate Application for Zoning Text Amendment 41.Staff Report Regarding Fire Station #2 Relocation - Net Zero-Ready Versus Non Net- Zero Ready 42.Hearing on a Zoning Text Amendment to amend the PUD Overlay Open Space Standard for Infill Sites a. First reading of ordinance 43.Hearing on 400 S 4th Street Rezone for a 16-unit Planned Unit Development (PUD) with Major Site Development Plan and a Preliminary Plat a. First reading of ordinance for PUD Overlay with Site Development Plan b. Resolution approving Preliminary Plat 44.Hearing on 2024/25 Multi-Modal Roadway Improvements (6th Street, North of City Hall): a. Motion approving the report of bids b. Resolution approving final plans and specifications and awarding a contract to MidState Solution, LLC of Baxter, Iowa, in the amount of $125,151.50 45.Hearing on 2024/25 Water System Improvements Program (E. 14th St & Meadowlane Ave) Project: a. Motion accepting report of bids for the 2024/25 Water System Improvements Program (E. 14th St & Meadowlane Ave) Project b. Resolution approving final plans and specifications and awarding a contract to Jet Drain Services, LLC of Ames, Iowa, in the amount of $314,426. 46.Hearing for Approval of 2025-2026 Annual Action Plan for the City's Community Development (CDBG) & HOME Programs: PUBLIC FORUM: This is a time set aside for comments from the public on topics of City business other than those listed on this agenda. Please understand that the Council will not take any action on your comments at this meeting due to requirements of the Open Meetings Law, but may do so at a future meeting. ADMINISTRATION: PUBLIC WORKS: ELECTRIC: PLANNING AND HOUSING: FIRE: HEARINGS: 3 a. Resolution approving the submittal of 2025-2026 CDBG/HOME Annual Action Plan. 47.Hearing on Rezoning of Property located at 2715 Dayton Avenue from Agricultural (A) to Government/Airport District (S-GA) a. First reading of ordinance 48.Second reading of ordinance amending Chapter 28 of Municipal Code for Renewable Energy Buyback Program a. Motion to suspend the rules to allow third reading and adoption of ORDINANCE NO. 4566 49.Second reading of Zoning Text Amendment to create a partial paving exception for long driveways exceeding 300 feet a. Motion to suspend the rules to allow third reading and adoption of ORDINANCE NO. 4567 50.Third reading and adoption of ORDINANCE NO. 4564 rezoning property located at 57258 220th Street (East 13th Street) from Agricultural (A) to General Industrial (GI) 51.Third reading and adoption of ORDINANCE NO. 4565 modifying driveway dimensions and spacing 52.Participation with agencies, boards and commissions: a. Discover Ames (ACVB) b. Ames Regional Economic Alliance (AREA) c. Story County Emergency Management Agency (SCEMA) d. Ames Transit Agency Board of Trustees ORDINANCES: DISPOSITION OF COMMUNICATIONS TO COUNCIL : REPORT OF GOVERNING BODY: COUNCIL COMMENTS : ADJOURNMENT: Please note that this agenda may be changed up to 24 hours before the meeting time as provided by Section 21.4(2), Code of Iowa. 4 To:Mayor & City Council From:Geoff Huff, Chief of Police Date:August 12, 2025 Subject:Recognition of Ames Animal Shelter Item No. 1 MEMO Recognition of City of Ames Animal Shelter and Animal Control on achieving a 98.55% Save Rate, also known as Live Release Rate for all domestic animals and a Live Release Rate for just dogs and cats at 98.67% City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 5 To:Mayor & City Council From:Renee Hall, City Clerk Date:August 12, 2025 Subject:Report of Contract Change Orders Item No. 3 MEMO The Report of Change Orders is for the period of July 16-31, 2025, is attached for the City Council's review and consideration. ATTACHMENT(S): Change Order Report - July 16-31, 2025.docx City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 6 REPORT OF CONTRACT CHANGE ORDERS Department General Description of Contract Contract Change No. Original Contract Amount Contractor/ Vendor Total of Prior Change Orders Amount this Change Order Change Approved By Purchasing Contact (Buyer) Parks & Recreation Carr Park Agility Course Project 1 $443,800.00 Caliber Concrete LLC $0.00 $4,290.00 J. Thompson AM Water & Pollution Control Water Treatment Plant Lime Pond Underdrain Improvement 1 $200,669.00 Con Struct Inc. $0.00 $3,700.00 P. Baranwal AM Transit Dial A Ride for FY2025 1 $275,000.00 HIRTA $0.00 $23,925.75 J. Rendall KS Parks & Recreation Lloyd Kurtz Park - Mini Pitch Project - Bid Package 1- Concrete & Grading 1 $182,462.27 Caliber Concrete LLC $2.909.60 $1,268.50 K. Abraham KS Electric Services Specialized Wet Dry Vacuum, Hydro Blast, and Related Cleaning Services for the Power Plant 2 $200,000.00 HTH Companies, Inc. $(23,900.00) $8,170.79 B. Phillips AM $ $ $ Period: 1st – 15th 16th – End of Month Month & Year: July 2025 For City Council Date: August 12, 2025 7 To:Mayor & City Council From:City Clerk's Office Date:August 12, 2025 Subject:Approval of Minutes Item No. 4 MEMO Attached are the minutes from the Regular City Council Meeting on July 22, 2025, and Special City Council Meeting on July 23, 2025, for the City Council's review and approval. ATTACHMENT(S): C25-0722 Summary.pdf C25-0723.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 8 1 SUMMARY OF MINUTES OF THE REGULAR MEETING OF THE AMES CITY COUNCIL AMES, IOWA JULY 22, 2025 The Regular Meeting of the Ames City Council was called to order by Mayor John Haila at 6:00 p.m. on the 22nd day of July, 2025, in the City Council Chambers in City Hall, 515 Clark Avenue, pursuant to law. Present were Council Members Gloria Betcher, Amber Corrieri, Tim Gartin, and Rachel Junck. Council Member Anita Rollins and ex officio Emily Boland joined the meeting electronically. Council Member Beatty-Hansen was absent. PROCLAMATIONS: Mayor Haila presented a proclamation for “Mainstream Living Day,” July 31, 2025, to Mainstream Living Chief Operating Officer Amber Corrieri. CONSENT AGENDA: Council Member Junck pulled Item No. 15. Moved by Betcher, seconded by Gartin, to approve the consent agenda less Item No. 15. 2. Motion approving payment of claims 3. Motion approving Report of Change Orders for period of July 1-15, 2025 4. Motion approving Summary of Minutes of the Regular City Council Meeting on July 8, 2025 5. Motion approving new 5-Day (August 15-20, 2025) Class C Retail Alcohol License - Christiani's Events, LLC, 2321 North Loop Drive 6. Motion approving New Class C Retail Alcohol License with Outdoor Service - Patio Bar & Grill, 4518 Mortensen Road, Pending favorable DIA Inspection 7. Motion approving the renewal of the following Beer Permits, Wine Permits, and Liquor Licenses: a. Cyclone Experience Network Jack Trice, 1800 S 4th Street, Class C Retail Alcohol License with Catering Privilege and Outdoor Service b. Fareway Meat Market #189, 3720 Lincoln Way, Class E Retail Alcohol License c. Sweet Caroline's, 316 Main Street, Class C Retail Alcohol License with Outdoor Service and Catering, Pending Dramshop Review d. The Mucky Duck Pub, 3100 S Duff Avenue, Class C Retail Alcohol License with Outdoor Service and Catering, Pending Dramshop Review e. Kum & Go # 1215, 4506 Lincoln Way, Class E Retail Alcohol License f. Hickory Park, 1404 S. Duff Avenue, Special Class C Retail Alcohol License, Pending Dramshop Review g. El Azteca, 2120 Isaac Newton, Class C Retail Alcohol License 8. Motion approving the Fitch Family Indoor Aquatic Center Monthly Update 9. RESOLUTION NO. 25-365 approving revisions to ASSET Policies and Procedures 10. RESOLUTION NO. 25-366 certifying annexation area populations to the State Treasurer 11. RESOLUTION NO. 25-367 Extending Contract End Date from July 31, 2025, to December 31, 2025, for Certified Local Government (CLG) Grant Program Contract for Nomination of Chautauqua Park-Ridgewood Historic District 9 2 12. RESOLUTION NO. 25-368 to waive enforcement of Section 19.9 of Municipal Code on Wednesday, September 10, 2025 (9:00 am - 8:00 pm) and Thursday, September 11, 2025 (9:00 am - 4:00 pm) at Ada Hayden Heritage Park to allow the Friends of Ada Hayden Heritage Park to provide golf ca rt tours to mobility impaired individuals 13. RESOLUTION NO. 25-369 approving encroachment permit for US Cellular building-mounted cellular antenna at 200 Stanton Avenue 14. RESOLUTION NO. 25-370 approving preliminary plans and specifications for the 2024/25 Water System Improvements Program (E. 14th St & Meadowlane Ave) project, setting August 6, 2025, as the bid due date and August 12, 2025, as the date of Public Hearing 15. RESOLUTION NO. 25-371 awarding contract to Petroleum Traders Corporation of Fort Wayne, IN, for FY 2026 CyRide Standard Diesel with Biodiesel Blend Fuel Purchases at a not-to-exceed amount of $1,260,000 16. RESOLUTION NO. 25-372 awarding contract to Tenaska Power Services Co., Irving, TX, for Partial MISO Service Requirements, for the period from date of award through June 30, 2026, in the amount of $66,000 17. RESOLUTION NO. 25-373 approving contract and bond for the Daley Park Splash Pad Project with TK Concrete, Inc., of Pella, IA, in the amount of $322,820 18. RESOLUTION NO. 25-374 approving contract and bond for the Ada Hayden Heritage Park Path Replacement Project with Caliber Concrete, LLC, of Adair, IA, in the amount of $1,148,206.58 19. RESOLUTION NO. 25-375 approving contract and bond for the Parks and Recreation Maintenance Expansion Project with King Knutson Construction, Inc., of Iowa Falls, IA, in the amount of $1,334,075 20. RESOLUTION NO. 25-376 approving contract and bond for the Fire Alarm Upgrade for the Power Plant with Van Maanen Electric Inc. of Newton, IA, in the amount of $359,895 21. RESOLUTION NO. 25-377 approving Change Order No. 2 with Con-Struct, Inc. of Ames, IA, for the 2023/24 Concrete Pavement Improvements (Prairie View East and Prairie View West) in the amount of $230,500 22. RESOLUTION NO. 25-378 approving a Plat of Survey - Boundary Line Adjustment along 530th and 280th Street within Story County 23. RESOLUTION NO. 25-379 approving Electric Utility Easement on State of Iowa Property 24. RESOLUTION NO. 25-380 approving partial completion of public improvements and reducing financial security on file for Ansley Subdivision 1st Addition to $169,087 25. RESOLUTION NO. 25-381 approving partial completion of public improvements and reducing financial security on file for Ansley Subdivision 3rd Addition to $227,094.50 26. RESOLUTION NO. 25-382 accepting completion of 2022/23 Right-of-Way Restoration by Country Landscapes, of Ames, IA, in the amount of $248,925.78 27. RESOLUTION NO. 25-383 accepting completion of the 2024/25 Water System Improvements Program (N Russell Avenue - Lincoln Way to N 2nd Street) project by Iowa Water & Waste System, LLC of Ames, IA in the amount of $104,708.50 10 3 28. RESOLUTION NO. 25-384 accepting completion of the Ames/ISU Ice Arena Radiant Heating Project by Converse Conditioned Air, Ames, IA 29. RESOLUTION NO. 25-385 accepting completion of Carr Park Agility Course Project by Caliber Construction, Adair, IA Roll Call Vote: 5-0. Motions/Resolutions declared carried/adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. CONTRACT FOR FY 2026 CYRIDE STANDARD DIESEL WITH BIODIESEL BLEND FUEL PURCHASES: Council Member Junck pulled the item to abstain due to conflict of interest. Mayor Haila noted that staff also requested the item be pulled in order to rescind the previous resolution awarding contract, given that the previous recipient of that contract withdrew its bid and cancelled the contract. Moved by Betcher, seconded by Corrieri, to adopt RESOLUTION NO. 25 -391 rescinding RESOLUTION NO. 25-253. Roll Call Vote: 4-0-1, Junck abstaining due to conflict of interest. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. Moved by Gartin, seconded by Betcher, to adopt RESOLUTION NO. 25-371 awarding contract to Petroleum Traders Corporation of Fort Wayne, IN, for FY 2026 CyRide Standard Diesel with Biodiesel Blend Fuel Purchases at a not-to-exceed amount of $1,260,000. Roll Call Vote: 4-0-1, Junck abstaining due to conflict of interest. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. PUBLIC FORUM: Mayor Haila opened the Public Forum. Mike Satterwhite began to speak about the Nuisance Ordinance Update, and Mayor Haila requested that he hold his comments until the Public Input for that item. The Public Forum was closed by Mayor Haila when no one came forward to speak. NUISANCE ORDINANCE UPDATE: Building Official Sara Van Meeteren and Fire Chief Rich Higgins provided an update on the Nuisance Ordinance, shared issues raised by customers for the City Council to consider, and answered questions from the City Council. The Public Input was opened by Mayor Haila. Mike Satterwhite shared his opposition to the Nuisance Ordinance. Mayor Haila closed the Public Input when no one came forward to speak. Moved by Gartin, seconded by Betcher, to place on a future agenda a discussion of a proposed ordinance prohibiting conditions that harbor vermin. Vote on Motion: 2-3. Voting Aye: Corrieri and Gartin. Voting Nay: Betcher, Junck, and Rollins. Motion declared failed. 11 4 Moved by Betcher, seconded by Corrieri, to place on a future agenda a discussion about how an ordinance addressing vermin infestation could be implemented . Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Gartin to place on a future agenda discussion of options to address the presence of outdoor storage items. Motion declared failed for lack of a second. Moved by Gartin, seconded by Corrieri, to place on a future agenda addition of a 12” height limit for weeds to match the 12” height limit for turf grass. Vote on Motion: 2-3. Voting Aye: Corrieri and Gartin. Voting Nay: Betcher, Junck, and Rollins. Motion declared failed. Moved by Betcher, seconded by Rollins, to place on a future agenda revising the definition of junked vehicles to change the standard for two or more missing or broken wheels to one or more missing wheels. Vote on Motion: 2-3. Voting Aye: Betcher and Rollins. Voting Nay: Corrieri, Gartin, and Junck. Motion declared failed. Moved by Gartin, seconded by Corrieri, to place on a future agenda discussion of how to address removal of items in the Right-of-Way. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Corrieri, seconded by Betcher, to place on a future agenda discussion of RVs parked in driveways. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Betcher, seconded by Corrieri, to place on a future agenda discussion of a grant or loan program for nuisance abatement. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Junck, seconded by Corrieri, to place on a future agenda discussion of the desired level of compliance to be achieved through abatement. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Betcher, seconded by Corrieri, to place on a future agenda discussion of proactive enforcement. Vote on Motion: 4-1. Voting Aye: Betcher, Corrieri, Gartin, and Rollins. Voting Nay: Junck. Motion declared carried. Moved by Corrieri, seconded by Gartin, to place on a future agenda discussion of anonymous complaints. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Betcher, seconded by Gartin, to place on a future agenda discussion of 12 5 language regulating vacant and abandoned structures. Vote on Motion: 5-0. Motion declared carried unanimously. PROPERTY OWNER REQUEST TO INITIATE ZONING TEXT AMENDMENT TO THE HOSPITAL/MEDICAL DESIGN DISTRICT (S-HM): Planner Amelia Schoeneman presented the requests from Mary Greeley Medical Center (MGMC) to reduce the required side setbacks in S-HM abutting residential and to allow household living within S-HM and answered questions from the City Council. At the invitation of Mayor Haila, Mary Greeley Medical Center CFO Gary Botine addressed the City Council and answered questions. The Public Input was opened by Mayor Haila. Kate Gregory expressed concerns about parking and stated opposition to the 12’ setback for 60’ buildings, particularly if the amendment applied district-wide. Eric Woestman stated opposition to the 12’ setback and the townhomes. The Public Input was closed by Mayor Haila when no one came forward to speak. Moved by Betcher, seconded by Rollins, to approve Option 6: Do not initiate amendments at this time. Vote on Motion: 2-3. Voting Aye: Betcher and Rollins. Voting Nay: Corrieri, Gartin, and Junck. Motion declared failed. Moved by Junck, seconded by Corrieri, to approve Option 3 as amended: Initiate amendments to allow for townhomes and partially reduce the setback to a minimum of 20 feet for a height of 60 feet as an alternative design through a Major Site Development Plan for properties that have a Hospital as a principal use. Vote on Motion: 5-0. Motion declared carried unanimously. Mayor Haila recessed the meeting at 8:17 p.m. and reconvened at 8:23 p.m. FY 2024/25 CLIMATE ACTION PLAN UPDATE: Sustainability Coordinator Nolan Sagan presented the Staff Report alongside Assistant City Manager Pa Vang Goldbeck and Director of Electric Services Donald Kom, reviewing progress on the Six Big Moves from the Climate Action Plan and answering questions from the City Council. CONTRACT FOR ENGINEERING SERVICES FOR RECIPROCATING INTERNAL COMBUSTION ENGINE (RICE) ELECTRIC GENERATION FACILITY: Director Kom, Assistant Electric Services Director Curtis Spence, and Finance Director Corey Goodenow presented the Council Action Form (CAF). Director Kom reviewed the timeline for when new electric generation was needed and explained the qualifications of the firm selected for the project’s engineering. Assistant Director Spence analyzed the requirements for siting the new generation and the costs associated with considering sites 13 6 other than the coal yard. Director Goodenow reviewed the projected impact to electric rates, and City Manager Steve Schainker emphasized that engineering was needed to obtain more precise cost estimates. Staff answered questions from the City Council. Moved by Betcher, seconded by Corrieri, to direct staff to assess possible sites for the new electric generation facility that are away from Downtown and away from urban residential; provide a high-level assessment of associated costs and potential impact to electric rates; and report back with the information at the City Council meeting on August 12, 2025. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Gartin, seconded by Junck, to direct staff to negotiate an agreement with Sargent & Lundy LLC for Engineering Services for Reciprocating Internal Combustion Engine (RICE) Electric Generation Facility. Vote on Motion: 5-0. Motion declared carried unanimously. SHARED USE PATH SYSTEM EXPANSION PROGRAM UPDATE: Public Works Director Justin Clausen presented the Staff Report along with Traffic Engineer Damion Pregitzer and Civil Engineer II Mark Gansen and answered questions from the City Council. They reviewed that challenges with easement acquisition had stymied efforts to develop the Skunk River Trail between Lincoln Way and SE 16th Street as programmed in the current CIP and sought Council input on how to reprioritize that funding. Staff answered questions from the City Council and discussed alternatives for improving connectivity in the shared use path system. Moved by Gartin, seconded by Betcher, to approve Option 3 as amended: Pause efforts to establish a trail connection along the Skunk River, allowing time for the South Dayton project to be completed; reprioritize funding for the S 4th Street Pedestrian Bridge Project and the Moore Memorial Park crossing; and seek programming to connect the Ioway Creek Trail down to SE 16th Street. Vote on Motion: 5-0. Motion declared carried unanimously. CHANGE ORDER NO. 1 ON CONTRACT FOR ANIMAL SHELTER FACILITY PROJECT: Assistant City Manager Brian Phillips, alongside Police Chief Geoff Huff, noted that staff solicited a proposal from INVISION Architecture to build on its previous conceptual design work for the facility to complete the remaining design steps. Further revisions to the contract were still needed at this time prior to City Council approval. Moved by Betcher, seconded by Corrieri, to direct staff to work with INVISION Architecture, LLC, Des Moines, IA, to modify the agreement regarding scope of work, fees, and other minor changes as appropriate and place the revised agreement on a future agenda for approval. Vote on Motion: 5-0. Motion declared carried unanimously. HEARING ON ANNEXATION OF TWO PROPERTIES SOUTH OF THE IOWA STATE UNIVERSITY RESEARCH PARK AT 4140 S 530TH AVENUE: Planner Schoeneman 14 7 presented the 80/20 annexation of two parcels south of the Iowa State University Research Park. Staff recommended annexing the nonconsenting property based on consistency with Ames Plan 2040 and the goal of creating more uniform boundaries. The Public Hearing was opened by Mayor Haila. Kyle Clark stated his opposition to the annexation of the nonconsenting property. The Public Hearing was closed by Mayor Haila when no one came forward to speak. Moved by Betcher, seconded by Corrieri, to adopt RESOLUTION NO. 25-388 approving a 100% voluntary annexation of only the Iowa State University Research Park property. Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. HEARING ON ZONING TEXT AMENDMENT TO CREATE A PARTIAL PAVING EXCEPTION FOR LONG DRIVEWAYS EXCEEDING 300 FEET: Planner Schoeneman was available for questions. The Public Hearing was opened and closed by Mayor Haila when no one came forward to speak. Moved by Corrieri, seconded by Betcher, to pass on first reading an ordinance relating to a Zoning Text Amendment creating a partial paving exception for long driveways exceeding 300 feet. Roll Call Vote: 5-0. Motion declared carried unanimously. HEARING ON CYRIDE 2025 FACILITY FIRE PROTECTION IMPROVEMENT PROJECT: Transit Director Barb Neal was available for questions. Moved by Gartin, seconded by Corrieri, to approve the report of bids. Vote on Motion: 5-0. Motion declared carried unanimously. Moved by Betcher, seconded by Corrieri, to adopt RESOLUTION NO. 25-389 approving final plans and specifications and awarding a contract to Henkel Construction Company of Ames, IA, for the base bid plus bid Alternate No. 1 for the 2025 Facility Fire Protection Improvement Project, for a total cost of $227,600. Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. MODIFICATIONS TO MUNICIPAL CODE FOR RENEWABLE ENERGY BUYBACK PROGRAM: Director Kom briefly presented the CAF and answered questions from the City Council. The Public Input was opened and closed by Mayor Haila when no one came forward to speak. 15 8 Moved by Corrieri, seconded by Betcher, to pass on first reading an ordinance amending Chapter 28 of the Municipal Code. Roll Call Vote: 5-0. Motion declared carried unanimously. Moved by Gartin, seconded by Betcher, to adopt RESOLUTION NO. 25 -390 amending Appendix H, Electric Tariff No. 5. Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby made a portion of these Minutes. SECOND READING OF ORDINANCE REZONING PROPERTY LOCATED AT 57258 220TH STREET (EAST 13TH STREET) FROM AGRICULTURAL (A) TO GENERAL INDUSTRIAL (GI): Moved by Corrieri, seconded by Gartin, to pass on second reading an ordinance rezoning property located at 57258 220th Street (East 13th Street) from Agricultural (A) to General Industrial (GI). Roll Call Vote: 5-0. Motion declared carried unanimously. SECOND READING OF ORDINANCE MODIFYING DRIVEWAY DIMENSIONS AND SPACING: Moved by Corrieri, seconded by Betcher, to pass on second reading an ordinance modifying driveway dimensions and spacing. Roll Call Vote: 5-0. Motion declared carried unanimously. DISPOSITION OF COMMUNICATIONS TO COUNCIL: Mayor Haila noted that there were two items to consider. The first item was a memo from Keith Abraham regarding Iowa State University Tailgating in Stuart Smith Park. Moved by Betcher, seconded by Gartin, to refer the item to the Traffic Engineer. Vote on Motion: 5-0. Motion declared carried unanimously. The second item was from Dogtown University Representative Anne Taylor requesting free parking on the 2500 blocks of Chamberlain and Hunt and Lot T for the following dates: August 29-30, September 5-6, and September 26-27. Moved by Gartin, seconded by Corrieri, to place on a future agenda. Vote on Motion: 5-0. Motion declared carried unanimously. REPORT OF GOVERNING BODY: The Mayor and City Council Members provided highlights from their attendance at various board and commission meetings. COUNCIL COMMENTS: The Mayor and City Council Members reported on various events attended, upcoming meetings, community events, and items of interest. ADJOURNMENT: Moved by Betcher, seconded by Corrieri, to adjourn the meeting at 16 9 11:14 p.m. Vote on Motion: 5-0. Motion declared carried unanimously. __________________________________ ________________________________ Jeramy Neefus, Principal Clerk John A. Haila, Mayor __________________________________ Renee Hall, City Clerk 17 1 MINUTES OF THE SPECIAL MEETING OF THE AMES CITY COUNCIL AMES, IOWA JULY 23, 2025 The Special Meeting of the Ames City Council was called to order by Mayor John Haila at 6:00 p.m. on the 23rd day of July, 2025, in the City Council Chambers in City Hall, 515 Clark Avenue, pursuant to law. Present were Council Members Bronwyn Beatty - Hansen, Gloria Betcher, Amber Corrieri, Tim Gartin, Rachel Junck, and Anita Rollins. Ex officio Emily Boland was absent. CLOSED SESSION: Mayor Haila asked City Attorney Mark Lambert if there was a legal reason to go into Closed Session. Attorney Lambert replied in the affirmative, citing Section 21.5(1)(c), Code of Iowa, to discuss matters presently in litigation or where litigation was imminent. Moved by Betcher, seconded by Rollins, to go into Closed Session at 6:00 p.m. Roll Call Vote: 6-0. Motion declared carried unanimously. The City Council reconvened in Regular Session at 8:55 p.m. ADJOURNMENT: Moved by Betcher, seconded by Beatty-Hansen, to adjourn the meeting at 8:55 p.m. Vote on Motion: 6-0. Motion declared carried unanimously. ______________________________ ________________________________ Carly M. Watson, Deputy City Clerk John A. Haila, Mayor ______________________________ Renee Hall, City Clerk 18 To:Mayor & City Council From:City Clerk's Office Date:August 12, 2025 Subject:Approval of Civil Service Candidates Item No. 5 MEMO Attached are the minutes for the Regular Meetings of the Civil Service Commission held on June 26, 2025, and July 28, 2025. ATTACHMENT(S): June 26 2025 Civil Service Minutes.docx July 28 2025 Civil Service Minutes.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 19 MINUTES OF THE REGULAR MEETING OF THE AMES CIVIL SERVICE COMMISSION AMES, IOWA JUNE 26, 2025 The Regular Meeting of the Ames Civil Service Commission met in regular session in Council Chambers of City Hall, 515 Clark Avenue, with Commission Members, Harold Pike, Larry Conley, and Kim Linduska, Commission Chair present. Also in attendance Commission Clerk, Vicki Hillock, HR Director, Bethany Ballou, brought in telephonically. APPROVAL OF MINUTES OF MAY 22, 2025: Moved by Pike, seconded by Conley, to approve the Minutes of the May 22, 2025, Regular Service Commission meeting. Vote on Motion: 3-0. Motion declared carried unanimously. CERTIFICATION OF ENTRY-LEVEL APPLICANTS: Moved by Linduska, seconded by Conley, to certify the following individuals to the Ames City Council as Entry-Level Applicants: Firefighter Alasdair McGhee 85 Bryce Juon 80 David Crockett 80* Dalton Allen 78 Cason Eggert 75 Justin Roberson 74 Chase Brekke 74 Process Maintenance Worker David Wells 88 Jeff Adams 87 Patrick Kostner 84 Jeffrey Needham 81 John Ziegler 78 * Includes preference points ** Indicates carryover from prior certified list Vote on Motion: 3-0. Motion declared carried. CERTIFICATION OF PROMOTIONAL-LEVEL APPLICANTS: Moved by Pike, seconded by Linduska, to certify the following individuals to the Ames City Council as Promotional-Level Applicants: Power Plant Operator Jacob Meinking 77 Sean Boyce 76 Eric Nosalek 75* Tim Love 72 * Includes preference points ** Indicates carryover from prior certified list Vote on Motion: 3-0. Motion declared carried. REQUEST TO REMOVE NAME FROM ENVIRONMENTAL ENGINEER I LIST: Moved by Conley, seconded by Pike, to remove name from Environmental Engineer I entry level certified list. REQUEST TO REMOVE NAME FROM HUMAN RESOURCES OFFICER I LIST: Moved by Linduska, seconded by Conley, to remove name from Human Resources Officer I entry level certified list. REQUEST TO REMOVE NAME FROM MAINTENANCE WORKER – PARKS & REC LIST: Moved by Conley, seconded by Pike, to remove name from Maintenance Worker – Parks & Rec entry level certified list. 20 COMMENTS: The next Regular Meeting will be held in-person on Thursday, July 24, 2025, at 8:15 am in Council Chambers of City Hall. ADJOURNMENT: The meeting adjourned at 8:20 AM. __________________________________ _______________________________________ Kim Linduska, Chairperson Vicki Hillock, Commission Clerk 21 MINUTES OF THE REGULAR MEETING OF THE AMES CIVIL SERVICE COMMISSION AMES, IOWA JULY 28, 2025 The Regular Meeting of the Ames Civil Service Commission met in regular session in Council Chambers of City Hall, 515 Clark Avenue, with Commission Members, Harold Pike and Kim Linduska, Commission Chair present. Also in attendance Commission Clerk, Vicki Hillock, Commission Member, Larry Conley, brought in telephonically. APPROVAL OF MINUTES OF JUNE 26, 2025: Moved by Pike, seconded by Conley, to approve the Minutes of the June 26, 2025, Regular Service Commission meeting. Vote on Motion: 3-0. Motion declared carried unanimously. CERTIFICATION OF ENTRY-LEVEL APPLICANTS: Moved by Linduska, seconded by Pike, to certify the following individuals to the Ames City Council as Entry-Level Applicants: Human Resources Officer I Julie Dill 79 Suzanne Kashawlic 77 Elizabeth McMahon 74 Water Plant Assist. Superintendent Chance Andrews 79* Matthew Eickelshulte 78 Scott Harter 70 * Includes preference points ** Indicates carryover from prior certified list Vote on Motion: 3-0. Motion declared carried. CERTIFICATION OF PROMOTIONAL-LEVEL APPLICANTS: Moved by Conley, seconded by Pike, to certify the following individuals to the Ames City Council as Promotional-Level Applicants: Electric Line Crew Leader Tyler Kappes 89 Jesse Black 84 * Includes preference points ** Indicates carryover from prior certified list Vote on Motion: 3-0. Motion declared carried. COMMENTS: The next Regular Meeting will be held in-person on Thursday, August 28, 2025, at 8:15 am in Council Chambers of City Hall. ADJOURNMENT: The meeting adjourned at 8:22 AM. __________________________________ _______________________________________ Kim Linduska, Chairperson Vicki Hillock, Commission Clerk 22 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:Ownership Update for Class F Retail Alcohol License - Green Hills Residents' Association, 2200 Hamilton Drive, Ste. 100 Item No. 6 MEMO Please see the attached documentation for a motion approving Ownership Update for Class F Retail Alcohol License - Green Hills Residents' Association, 2200 Hamilton Drive, Ste. 100. ATTACHMENT(S): Green Hills Ownership Updates.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 23 Page 1 of 3 Applicant NAME OF LEGAL ENTITY Green Hills Residents' Association NAME OF BUSINESS(DBA) Green Hills Residents' Association BUSINESS (515) 357-5000 ADDRESS OF PREMISES 2200 Hamilton Drive, PREMISES SUITE/APT NUMBER Suite 100 CITY Ames COUNTY Story ZIP 50014 MAILING ADDRESS 2205 Green Hills Drive CITY Ames STATE Iowa ZIP 50014 Contact Person NAME Calista Sievers PHONE (515) 357-5000 EMAIL ed@greenhillsrc.com License Information LICENSE NUMBER LF0001450 LICENSE/PERMIT TYPE Class F Retail Alcohol License TERM 12 Month STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE June 30, 2025 TENTATIVE EXPIRATION DATE June 29, 2026 LAST DAY OF BUSINESS SUB-PERMITS Class F Retail Alcohol License 24 Page 2 of 3 PRIVILEGES Outdoor Service Status of Business BUSINESS TYPE Nonprofit corporation organized under chapter 504. Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Suzan Shierholz Ames Iowa 50014 President 0.00 Yes Warren Madden Ames Iowa 50014 Treasurer 0.00 Yes Beverly Kruempel AMES Iowa 50014 Vice-President 0.00 Yes Maureen Wilt Ames Iowa 50014 Secretary 0.00 Yes Insurance Company Information INSURANCE COMPANY Ironshore Specialty Insurance Company POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE 25 Page 3 of 3 BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 26 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:Ownership Update for Special Class C Retail Alcohol License - Northcrest Community, 1801 20th Street Item No. 7 MEMO Please see the attached documentation for a motion approving Ownership Update for Special Class C Retail Alcohol License - Northcrest Community, 1801 20th Street. ATTACHMENT(S): Northcrest Ownership Updates.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 27 Page 1 of 3 Applicant NAME OF LEGAL ENTITY NORTHCREST, INC. NAME OF BUSINESS(DBA) Northcrest Community BUSINESS (515) 232-6760 ADDRESS OF PREMISES 1801 20th Street PREMISES SUITE/APT NUMBER CITY Ames COUNTY Story ZIP 50010 MAILING ADDRESS 1801 20th Street CITY Ames STATE Iowa ZIP 50010 Contact Person NAME Rashell Fowler PHONE (515) 232-6760 EMAIL rfowler@northcrestcommunity.org License Information LICENSE NUMBER BW0096800 LICENSE/PERMIT TYPE Special Class C Retail Alcohol License TERM 12 Month STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE July 19, 2024 TENTATIVE EXPIRATION DATE July 18, 2025 LAST DAY OF BUSINESS SUB-PERMITS Special Class C Retail Alcohol License 28 Page 2 of 3 PRIVILEGES Outdoor Service Status of Business BUSINESS TYPE Nonprofit corporation organized under chapter 504. Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Heidi Palmer Ankeny Iowa 50023 CFO 0.00 Yes Dawn Borwig Polk City Iowa 50226 CEO 0.00 Yes Companies COMPANY NAME FEDERAL ID CITY STATE ZIP % OF OWNERSHIP Northcrest Community 42-0883987 Ames Iowa 50010 0.00 Insurance Company Information INSURANCE COMPANY West Bend Insurance Company POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE 29 Page 3 of 3 BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 30 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:Premises Update for Class E Retail Alcohol License - Kum & Go #200, 4510 Mortensen Road Item No. 8 MEMO Please see the attached documentation for a Premises Update for Class E Retail Alcohol License - Kum & Go #200, 4510 Mortensen Road. ATTACHMENT(S): Kum & Go #200 Premise Updates.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 31 Page 1 of 2 Applicant NAME OF LEGAL ENTITY Kum & Go LC NAME OF BUSINESS(DBA) Kum & Go #200 BUSINESS (515) 292-3432 ADDRESS OF PREMISES 4510 Mortensen Road PREMISES SUITE/APT NUMBER CITY Ames COUNTY Story ZIP 50014 MAILING ADDRESS 1150 Locust St CITY Des Moines STATE Iowa ZIP 50309 Contact Person NAME Jody Deiter PHONE (515) 274-7793 EMAIL licenses@kumandgo.com License Information LICENSE NUMBER LE0001873 LICENSE/PERMIT TYPE Class E Retail Alcohol License TERM 12 Month STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE July 1, 2025 TENTATIVE EXPIRATION DATE June 30, 2026 LAST DAY OF BUSINESS SUB-PERMITS Class E Retail Alcohol License PRIVILEGES 32 Page 2 of 2 Status of Business BUSINESS TYPE Limited Liability Company Ownership No Ownership information found Insurance Company Information INSURANCE COMPANY POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 33 To:Mayor & City Council From:City Clerk's Office Date:August 12, 2025 Subject:New Class C Retail Liquor License - Monterrey Mexican Restaurant Item No. 9 MEMO Please see attached documentation for a new Class C Retail Alcohol License - Monterrey Mexican Restaurant, 823 Wheeler Street. ATTACHMENT(S): Monterrry Mexican New License Application.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 34 Page 1 of 2 Applicant NAME OF LEGAL ENTITY GUANAJUATO 823, LLC NAME OF BUSINESS(DBA) Monterrey Mexican Restaurant BUSINESS (678) 364-9441 ADDRESS OF PREMISES 823 Wheeler Street PREMISES SUITE/APT NUMBER Ste 5 CITY Ames COUNTY Story ZIP 50010 MAILING ADDRESS 235 Greencastle Road CITY Tyrone STATE Georgia ZIP 30290 Contact Person NAME Marcelino Fajardo Patino PHONE (678) 364-9441 EMAIL kibarra@esgaccounting.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Class C Retail Alcohol License TERM 12 Month STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE July 21, 2025 TENTATIVE EXPIRATION DATE July 20, 2026 LAST DAY OF BUSINESS SUB-PERMITS Class C Retail Alcohol License PRIVILEGES 35 Page 2 of 2 Status of Business BUSINESS TYPE Limited Liability Company Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Marcelino Fajardo Patino Cherokee Iowa 51012 Vice President 49.00 Yes Ignacio Salazar-Romo Greenfield Iowa 50849 President 51.00 Yes Insurance Company Information INSURANCE COMPANY Illinois Casualty Co POLICY EFFECTIVE DATE July 21, 2025 POLICY EXPIRATION DATE July 21, 2026 DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 36 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:New Class B Retail Alcohol License - Hy-Vee Ames Pop Up Shop, 1472 South 4th Street Item No. 10 MEMO Please see the attached documentation for a new Class B Retail Alcohol License - Hy-Vee Ames Pop Up Shop, 1472 South 4th Street. ATTACHMENT(S): Hy-Vee RV Village New Class B License.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 37 Page 1 of 2 Applicant NAME OF LEGAL ENTITY HY-VEE, INC. NAME OF BUSINESS(DBA) Ames Pop Up Shop BUSINESS (515) 267-2949 ADDRESS OF PREMISES 1472 South 4th Street PREMISES SUITE/APT NUMBER CITY Ames COUNTY Story ZIP 50011 MAILING ADDRESS 5820 Westown Parkway CITY West Des Moines STATE Iowa ZIP 50266 Contact Person NAME Kelly Palmer PHONE (515) 267-2800 EMAIL kpalmer@hy-vee.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Class B Retail Alcohol License TERM 12 Month STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE Aug 20, 2025 TENTATIVE EXPIRATION DATE Aug 19, 2026 LAST DAY OF BUSINESS SUB-PERMITS Class B Retail Alcohol License PRIVILEGES 38 Page 2 of 2 Status of Business BUSINESS TYPE Corporation Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Andrew Schroeder Johnston Iowa 50131 SVP, Controller, Accounting 0.00 Yes Nathan Allen Indianola Iowa 50125 General Counsel 0.00 Yes Aaron Wiese Urbandale Iowa 50323 President 0.00 Yes Insurance Company Information INSURANCE COMPANY POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 39 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:New 5-Day (September 8-12, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Farm to Table Item No. 11 MEMO Please see the attached documentation for a motion approving new 5-Day (September 8-12, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Farm to Table. ATTACHMENT(S): Hy-Vee 2 5-Day 09.08 - 09.12.25.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 40 Page 1 of 3 Applicant NAME OF LEGAL ENTITY HY-VEE, INC. NAME OF BUSINESS(DBA) Hy-Vee #2 BUSINESS (515) 267-2800 ADDRESS OF PREMISES 1407 University Boulevard PREMISES SUITE/APT NUMBER Reiman Gardens CITY Ames COUNTY Story ZIP 50011 MAILING ADDRESS 5820 Westown Parkway CITY West Des Moines STATE Iowa ZIP 50266 Contact Person NAME Katie Nylen PHONE (515) 267-2800 EMAIL knylen@hy-vee.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Class C Retail Alcohol License TERM 5 Day STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE Sep 8, 2025 TENTATIVE EXPIRATION DATE Sep 12, 2025 LAST DAY OF BUSINESS SUB-PERMITS Class C Retail Alcohol License 41 Page 2 of 3 PRIVILEGES Outdoor Service Status of Business BUSINESS TYPE Corporation Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Andrew Schroeder Johnston Iowa 50131 SVP Accounting, Controller 0.00 Yes Nathan Allen Indianola Iowa 50125 SVP General Counsel, Asst Secretary 0.00 Yes Aaron Weise Urbandale Iowa 50323 President 0.00 Yes Insurance Company Information INSURANCE COMPANY EMPLOYERS MUTUAL CASUALTY COMPANY POLICY EFFECTIVE DATE Sep 8, 2025 POLICY EXPIRATION DATE Sep 27, 2025 DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE 42 Page 3 of 3 BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 43 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:New 5-Day (September 13-17, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Botanical Bash Item No. 12 MEMO Please see the attached documentation for a motion approving new 5-Day (September 13-17, 2025) Class C Retail Alcohol License with Outdoor Service - Hy-Vee #2, 1407 University Boulevard, Botanical Bash. ATTACHMENT(S): Hy-Vee 2 5-Day 09.13 - 09.17.25.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 44 Page 1 of 3 Applicant NAME OF LEGAL ENTITY HY-VEE, INC. NAME OF BUSINESS(DBA) Hy-Vee #2 BUSINESS (515) 267-2800 ADDRESS OF PREMISES 1407 University Boulevard PREMISES SUITE/APT NUMBER Reiman Gardens CITY Ames COUNTY Story ZIP 50011 MAILING ADDRESS 5820 Westown Parkway CITY West Des Moines STATE Iowa ZIP 50266 Contact Person NAME Katie Nylen PHONE (515) 267-2800 EMAIL knylen@hy-vee.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Class C Retail Alcohol License TERM 5 Day STATUS Submitted to Local Authority TENTATIVE EFFECTIVE DATE Sep 13, 2025 TENTATIVE EXPIRATION DATE Sep 17, 2025 LAST DAY OF BUSINESS SUB-PERMITS Class C Retail Alcohol License 45 Page 2 of 3 PRIVILEGES Outdoor Service Status of Business BUSINESS TYPE Corporation Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Andrew Schroeder Johnston Iowa 50131 SVP Accounting, Controller 0.00 Yes Nathan Allen Indianola Iowa 50125 SVP General Counsel, Asst Secretary 0.00 Yes Aaron Weise Urbandale Iowa 50323 President 0.00 Yes Insurance Company Information INSURANCE COMPANY EMPLOYERS MUTUAL CASUALTY COMPANY POLICY EFFECTIVE DATE Sep 13, 2025 POLICY EXPIRATION DATE Sep 27, 2025 DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE 46 Page 3 of 3 BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 47 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:New 5-Day (September 16-20, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 1930 East 13th Street Item No. 13 MEMO Please see the attached documentation for a motion approving new 5-Day (September 16-20, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 1930 East 13th Street. ATTACHMENT(S): Apres Bar Co 5-Day 09.16 - 09.20.25.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 48 Page 1 of 2 Applicant NAME OF LEGAL ENTITY APRES BAR CO LLC NAME OF BUSINESS(DBA) Apres Bar Co BUSINESS (515) 779-0044 ADDRESS OF PREMISES 1930 East 13th Street PREMISES SUITE/APT NUMBER CITY Ames COUNTY Story ZIP 50010 MAILING ADDRESS 1460 Northeast 69th Place CITY Ankeny STATE Iowa ZIP 50021 Contact Person NAME Jillian Harrington PHONE (515) 789-0044 EMAIL admin@apresbarco.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Special Class C Retail Alcohol License TERM 5 Day STATUS Pending Dramshop Review TENTATIVE EFFECTIVE DATE Sep 16, 2025 TENTATIVE EXPIRATION DATE Sep 20, 2025 LAST DAY OF BUSINESS SUB-PERMITS Special Class C Retail Alcohol License 49 Page 2 of 2 PRIVILEGES Outdoor Service Status of Business BUSINESS TYPE Limited Liability Company Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Jillian Harrington Ankeny Iowa 50021 Owner 100.00 Yes Insurance Company Information INSURANCE COMPANY Illinois Casualty Co POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 50 To:Mayor and City Council From:Jeramy Neefus, Principal Clerk Date:August 12, 2025 Subject:New 5-Day (September 9-13, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 2321 North Loop Drive Item No. 14 MEMO Please see the attached documentation for a motion approving new 5-Day (September 9-13, 2025) Special Class C Retail Alcohol License - Apres Bar Co, 2321 North Loop Drive. ATTACHMENT(S): Apres Bar Co 5-Day 09.09 - 09.13.25.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 51 Page 1 of 2 Applicant NAME OF LEGAL ENTITY APRES BAR CO LLC NAME OF BUSINESS(DBA) Apres Bar Co BUSINESS (515) 779-0044 ADDRESS OF PREMISES 2321 North Loop Drive PREMISES SUITE/APT NUMBER CITY Ames COUNTY Story ZIP 50010 MAILING ADDRESS 1460 Northeast 69th Place CITY Ankeny STATE Iowa ZIP 50021 Contact Person NAME Jillian Harrington PHONE (515) 789-0044 EMAIL admin@apresbarco.com License Information LICENSE NUMBER LICENSE/PERMIT TYPE Special Class C Retail Alcohol License TERM 5 Day STATUS Pending Dramshop Review TENTATIVE EFFECTIVE DATE Sep 9, 2025 TENTATIVE EXPIRATION DATE Sep 13, 2025 LAST DAY OF BUSINESS SUB-PERMITS Special Class C Retail Alcohol License PRIVILEGES 52 Page 2 of 2 Status of Business BUSINESS TYPE Limited Liability Company Ownership Individual Owners NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN Jillian Harrington Ankeny Iowa 50021 Owner 100.00 Yes Insurance Company Information INSURANCE COMPANY Illinois Casualty Co POLICY EFFECTIVE DATE POLICY EXPIRATION DATE DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE DATE OUTDOOR SERVICE EXPIRATION DATE BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE DATE TEMP TRANSFER EXPIRATION DATE 53 To:Mayor John Haila and Ames City Council Members From:Lieutenant Tom Shelton, Ames Police Department Date:August 12, 2025 Subject:Beer Permits & Liquor License Renewal Item No. 15 MEMO The following licenses are eligible for renewal: a. Inside Golf, 2801 Grand Avenue #1075, Class C Retail Alcohol License, Pending Dramshop Review b. Iowa State Center – CY Stephens, ISU, Class C Retail Alcohol License with Catering Privilege and Outdoor Service, Pending Dramshop Review c. Kwik Stop Liquor & Groceries, 125 6th Street, Class E Retail Alcohol License A review of police records for the past 12 months found no liquor law violations for the above locations. The Ames Police Department recommends the license renewal for the above businesses. City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 54 To:Mayor and City Council From:City Clerk's Office Date:August 12, 2025 Subject:Investment Report for Quarter Ending June 30, 2025 Item No. 16 MEMO Attached is a memo and report provided by the City Treasurer for the City Council's review and approval. ATTACHMENT(S): QTR Investment Rpt June 2025.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 55 Caring People Quality Programs Exceptional Service 515.239.5119 main 515.239-5320 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org City Treasurer MEMO To: Mayor and City Council From: Roger Wisecup, CPA City Treasurer Date: July 9, 2025 Subject: Investment Report for Quarter Ending June 30, 2025 Introduction The purpose of this memorandum is to present a report summarizing the performance of the City of Ames investment portfolio for the quarter ending June 30, 2025. Discussion This report covers the period ending June 30, 2025, and presents a summary of the investments on hand at the end of June 2025. The investments are valued at amortized cost; this reflects the same basis that the assets are carried on the financial records of the City. All investments are in compliance with the current Investment Policy. Comments The Federal Reserve opted to maintain the current federal fund rate at 4.50-4.75 percent in the last quarter. The yield curve is currently inverted, making shorter maturities pay higher interest rates than longer maturities. Future investments will be made at current interest rates and future interest income will stay steady. We will continue to evaluate our current investment strategy, remaining flexible to future investments while the Federal Reserve evaluates the target rate. A brief comparison of fiscal year 2024 to fiscal year 2025 follows: FY24 FY25 Increase Interest Income $9,166,027 $10,641,921 $1,475,894 Portfolio Effective Rate of Return 3.90% 4.03% 56 BOOK MARKET UN-REALIZED DESCRIPTION VALUE VALUE GAIN/(LOSS) CERTIFICATES OF DEPOSIT 0 FEDERAL AGENCY DISCOUNTS 2,450,097 2,449,125 (972) FEDERAL AGENCY SECURITIES 116,307,718 116,294,189 (13,529) INVESTMENT POOLS 0 COMMERCIAL PAPER 2,976,034 2,974,302 (1,732) MISC COUPON SECURITIES 0 PASS THRU SECURITIES PAC/CMO 3,834,232 4,015,105 180,873 MONEY FUND SAVINGS ACCOUNTS 310,637 310,637 0 CORPORATE BONDS 0 US TREASURY DISCOUNTS 1,999,549 1,999,530 (19) US TREASURY SECURITIES 92,929,573 92,898,339 (31,235) INVESTMENTS 220,807,840 220,941,226 133,386 CASH ACCOUNTS 42,210,626 42,210,626 TOTAL FUNDS AVAILABLE 263,018,466 263,151,852 133,386 ACCRUAL BASIS INVESTMENT EARNINGS YR-TO-DATE GROSS EARNINGS ON INVESTMENTS:9,129,680 INTEREST EARNED ON CASH:1,512,240 TOTAL INTEREST EARNED:10,641,921 AND THE ACCUMULATED YEAR-TO-DATE CITY OF AMES, IOWA CASH AND INVESTMENTS SUMMARY AND SUMMARY OF INVESTMENT EARNINGS FOR THE FISCAL YEAR ENDED JUNE 30, 2025 57 s? ; ; * Fe 3 E& * oi d; (o _ot :e aq q .o - ro " t- @_N E oE VI"l \at s\Ri 'i \ EEEo-';3.sEtE !t t _q d oo :6 ! ti e eF # (J < l r J o.oig.! 2=o atFsF.4;.\ o+ + * . i { 6 c! q 9 q o c . ! . : o; 6 i ;. i ct ; ; Fr N @ o @ . i d@ r j d o o t + q. ! @ 9 q . q r @, o- r: c, o- o- r- 9C q o q 9 q rt F j 6 i + . i { 90 t€ g =3 t$ E C I i t I' a i ; 5 . 9 E5 3 : € g sl P P F c ? - € EE $ $ E E i E =t ieE'>;ul e* 6ise i5 Es roS: iH F - I gE H ts ? 3 E€ € ; EF E 6;E:t a0) rF ;c t / G. I 58 YTM 365 Page 1 Par Value Book Value Maturity Date Stated RateMarket Value June 30, 2025 Portfolio Details - Investments Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date Money Market 0.300First Interstate Bank4531558874 310,637.05 310,637.05 0.300310,637.05 0.296SYS4531558874B 1 310,637.05 0.296310,637.05310,637.05310,465.03Subtotal and Average 0.300 1 Commercial Paper Disc. -Amortizing 4.315Moët Hennessy Louis Vuitton SE1258-25 1,500,000.00 1,490,420.83 08/25/20254.18003/25/2025 1,489,605.36 4.25655078TVR5 55 4.308Moët Hennessy Louis Vuitton SE1259-25 1,500,000.00 1,485,613.33 09/22/20254.16003/25/2025 1,484,696.87 4.24950244LWN0 83 2,976,034.16 4.2522,974,302.233,000,000.0010,517,123.79Subtotal and Average 4.311 69 Federal Agency Coupon Securities 0.600Farmer Mac0962-20 1,000,000.00 1,000,000.00 11/20/20250.60011/20/2020 984,690.50 0.59231422B3F5 142 5.094Farmer Mac1118-23A 1,500,000.00 1,499,587.24 08/14/20254.85008/23/2023 1,500,212.70 5.02531422X5Y4 44 5.094Farmer Mac1118-23B 1,000,000.00 999,724.82 08/14/20254.85008/23/2023 1,000,141.80 5.02531422X5Y4 44 4.701Farmer Mac1160-24A 1,500,000.00 1,467,722.36 01/15/20260.48002/20/2024 1,468,338.00 4.63631422B6K1 198 4.701Farmer Mac1160-24B 1,000,000.00 978,481.58 01/15/20260.48002/20/2024 978,892.00 4.63631422B6K1 198 4.070Farmer Mac1253-25A 1,500,000.00 1,472,013.22 04/12/20283.35003/05/2025 1,474,245.00 4.01431422XXC1 1,016 4.070Farmer Mac1253-25B 1,000,000.00 981,342.15 04/12/20283.35003/05/2025 982,830.00 4.01431422XXC1 1,016 3.232Federal Farm Credit1045-22A 1,500,000.00 1,497,565.22 11/25/20252.80006/13/2022 1,490,355.30 3.1883133ENXQ8 147 3.232Federal Farm Credit1045-22B 1,000,000.00 998,376.81 11/25/20252.80006/13/2022 993,570.20 3.1883133ENXQ8 147 4.710Federal Farm Credit1069-22 2,500,000.00 2,416,592.29 05/27/20260.66010/14/2022 2,420,259.00 4.6463133EMHH8 330 4.675Federal Farm Credit1179-24 1,000,000.00 877,283.00 06/01/20291.12505/31/2024 898,045.20 4.6113133EMHZ8 1,431 4.540Federal Farm Credit1184-24A 1,500,000.00 1,451,344.48 03/15/20272.50007/10/2024 1,464,015.00 4.4783133ENRK8 622 4.540Federal Farm Credit1184-24B 1,000,000.00 967,562.98 03/15/20272.50007/10/2024 976,010.00 4.4783133ENRK8 622 3.606Federal Farm Credit1199-24A 1,500,000.00 1,521,633.04 07/30/20265.00009/20/2024 1,513,235.70 3.5563133EPZY4 394 3.606Federal Farm Credit1199-24B 1,000,000.00 1,014,422.03 07/30/20265.00009/20/2024 1,008,823.80 3.5563133EPZY4 394 3.431Federal Farm Credit1212-24 1,000,000.00 1,002,412.04 04/13/20263.75009/30/2024 996,028.30 3.3843133EPFT7 286 4.130Federal Farm Credit1224-24 1,000,000.00 986,784.20 01/28/20261.75010/28/2024 985,385.20 4.0733133ELKA1 211 4.130Federal Farm Credit1230-24 1,000,000.00 1,003,924.47 08/14/20264.50012/03/2024 1,003,835.10 4.0733133EPSW6 409 3.766Federal Farm Credit1268-25 4,000,000.00 4,011,814.35 05/30/20283.87505/09/2025 4,005,966.40 3.7143133EPLD5 1,064 4.025Federal Farm Credit1276-25 1,500,000.00 1,496,910.90 08/27/20273.87506/09/2025 1,501,128.38 3.9703133ETJT5 787 0.581Federal Home Loan Bank0975-21 1,000,000.00 999,559.33 02/17/20260.65002/22/2021 977,975.30 0.5733130AL4V3 231 0.841Federal Home Loan Bank0978-21 1,000,000.00 998,442.81 02/11/20260.58003/15/2021 977,964.70 0.8293130AKXB7 225 1.116Federal Home Loan Bank0980-21 2,650,000.00 2,649,541.70 04/14/20261.50004/14/2021 2,595,822.61 1.1013130ALVT8 287 4.148Federal Home Loan Bank1061-22 1,500,000.00 1,499,959.86 08/28/20254.13009/13/2022 1,499,152.20 4.0913130ASZD4 58 4.000Federal Home Loan Bank1062-22 1,500,000.00 1,500,000.00 09/29/20254.00009/29/2022 1,498,172.85 3.9453130AT7A9 90 5.029Federal Home Loan Bank1121-23A 1,000,000.00 999,648.27 07/14/20254.00009/15/2023 999,848.80 4.9603130ASGW3 13 5.029Federal Home Loan Bank1121-23B 1,000,000.00 999,648.27 07/14/20254.00009/15/2023 999,848.80 4.9603130ASGW3 13 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 Report Ver. 7.3.11 59 YTM 365 Page 2 Par Value Book Value Maturity Date Stated RateMarket Value June 30, 2025 Portfolio Details - Investments Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date Federal Agency Coupon Securities 4.532Federal Home Loan Bank1156-24 2,000,000.00 2,000,000.00 09/08/20254.53002/05/2024 2,000,360.60 4.4703130AYTS5 69 4.591Federal Home Loan Bank1157-24 2,000,000.00 2,000,000.00 08/01/20254.59002/08/2024 2,000,226.20 4.5283130AYVK9 31 1.987Federal Home Loan Bank1161-24 1,250,000.00 1,229,838.91 12/30/20252.50002/26/2024 1,239,145.62 1.9603130AKLS3 182 4.770Federal Home Loan Bank1162-24 900,000.00 886,779.61 12/30/20252.00002/26/2024 889,994.34 4.7053130AQFB4 182 4.891Federal Home Loan Bank1175-24 4,000,000.00 3,937,671.72 05/26/20274.00004/15/2024 3,993,203.20 4.8243130ARYA3 694 2.496Federal Home Loan Bank1178-24 600,000.00 584,083.16 05/26/20262.00004/19/2024 588,658.98 2.4613130AMFN7 329 4.750Federal Home Loan Bank1181-24 1,500,000.00 1,441,715.21 08/13/20261.05006/21/2024 1,448,322.45 4.6853130ANGM6 408 4.741Federal Home Loan Bank1182-24 1,000,000.00 982,315.42 03/30/20262.25007/10/2024 985,851.00 4.6763130ARCU3 272 4.550Federal Home Loan Bank1183-24A 1,500,000.00 1,417,910.76 02/26/20271.00007/10/2024 1,430,338.50 4.4883130ALDA9 605 4.550Federal Home Loan Bank1183-24B 1,000,000.00 945,273.84 02/26/20271.00007/10/2024 953,559.00 4.4883130ALDA9 605 4.510Federal Home Loan Bank1185-24A 1,410,000.00 1,329,455.91 03/30/20271.00007/10/2024 1,341,918.57 4.4493130ANZB9 637 4.510Federal Home Loan Bank1185-24B 1,000,000.00 942,876.53 03/30/20271.00007/10/2024 951,715.30 4.4493130ANZB9 637 4.560Federal Home Loan Bank1186-24A 1,500,000.00 1,464,031.92 02/24/20260.68007/31/2024 1,466,101.05 4.4983130ALCB8 238 4.560Federal Home Loan Bank1186-24B 1,000,000.00 976,021.28 02/24/20260.68007/31/2024 977,400.70 4.4983130ALCB8 238 3.670Federal Home Loan Bank1190-24A 1,500,000.00 1,455,255.53 10/28/20261.31009/13/2024 1,447,846.65 3.6203130APL29 484 3.670Federal Home Loan Bank1190-24B 1,000,000.00 970,170.35 10/28/20261.31009/13/2024 965,231.10 3.6203130APL29 484 3.690Federal Home Loan Bank1191-24 500,000.00 485,342.57 11/27/20261.50009/13/2024 482,070.00 3.6393130APXV2 514 3.530Federal Home Loan Bank1195-24 1,335,000.00 1,298,437.37 01/27/20271.70009/17/2024 1,289,565.54 3.4823130AQM26 575 3.530Federal Home Loan Bank1196-24 1,250,000.00 1,220,004.01 02/25/20272.00009/17/2024 1,211,766.25 3.4823130AQRQ8 604 3.701Federal Home Loan Bank1211-24 1,000,000.00 1,003,447.34 12/12/20254.50009/30/2024 1,000,937.70 3.6503130ATUC9 164 3.820Federal Home Loan Bank1214-24 1,500,000.00 1,448,532.47 12/28/20261.40010/07/2024 1,444,570.35 3.7683130AQEV1 545 4.340Federal Home Loan Bank1229-24A 1,500,000.00 1,452,930.42 06/30/20261.05011/25/2024 1,455,255.45 4.2813130AN2H2 364 4.340Federal Home Loan Bank1229-24B 1,000,000.00 968,620.28 06/30/20261.05011/25/2024 970,170.30 4.2813130AN2H2 364 4.120Federal Home Loan Bank1235-24A 1,500,000.00 1,426,619.14 01/29/20270.85012/12/2024 1,430,029.65 4.0643130AKRE8 577 4.120Federal Home Loan Bank1235-24B 1,000,000.00 951,079.42 01/29/20270.85012/12/2024 953,353.10 4.0643130AKRE8 577 3.764Federal Home Loan Bank1255-25 500,000.00 496,587.05 03/13/20262.75003/14/2025 495,165.14 3.7123130AAUF3 255 4.064Federal Home Loan Bank1256-25 1,200,000.00 1,203,703.83 03/13/20264.50003/14/2025 1,202,769.12 4.0083130AV6J6 255 4.020Federal Home Loan Bank1257-25 1,000,000.00 1,003,756.18 03/13/20264.50003/17/2025 1,002,682.60 3.9653130AV6J6 255 4.250Federal Home Loan Bank1260-25 1,500,000.00 1,500,000.00 03/28/20304.25003/28/2025 1,518,660.90 4.1923130B5Q50 1,731 4.250Federal Home Loan Bank1266-25A 1,500,000.00 1,500,000.00 04/30/20274.25004/30/2025 1,499,174.25 4.1923130B62D7 668 4.250Federal Home Loan Bank1266-25B 1,000,000.00 1,000,000.00 04/30/20274.25004/30/2025 999,449.50 4.1923130B62D7 668 3.874Federal Home Loan Bank1274-25 1,000,000.00 1,020,178.91 01/15/20274.12506/09/2025 1,020,134.00 3.8213130AYPN0 563 4.163Federal Home Loan Bank1275-25 1,500,000.00 1,501,192.89 05/28/20274.15006/09/2025 1,500,450.90 4.1063130B6LC8 696 4.081Federal Home Loan Bank1277-25 500,000.00 465,410.44 10/29/20270.80006/09/2025 468,504.94 4.0253130AKML7 850 3.675Federal Home Loan Mortgage Co.1200-24A 3,000,000.00 2,994,897.38 12/15/20263.55009/24/2024 2,978,625.00 3.6243134HANA7 532 3.675Federal Home Loan Mortgage Co.1200-24B 2,000,000.00 1,996,598.25 12/15/20263.55009/24/2024 1,985,750.00 3.6243134HANA7 532 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 60 YTM 365 Page 3 Par Value Book Value Maturity Date Stated RateMarket Value June 30, 2025 Portfolio Details - Investments Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date Federal Agency Coupon Securities 4.180Federal Home Loan Mortgage Co.1225-24 1,500,000.00 1,446,668.21 07/15/20260.60011/05/2024 1,442,226.60 4.1233134GXKD5 379 4.130Federal Home Loan Mortgage Co.1234-24 1,000,000.00 951,950.12 12/30/20260.75012/12/2024 950,070.60 4.0743134GW6P6 547 4.230Federal Home Loan Mortgage Co.1238-24 2,000,000.00 1,982,895.45 09/23/20250.37512/16/2024 1,982,184.60 4.1723137EAEX3 84 4.332Federal Home Loan Mortgage Co.1248-25 1,000,000.00 999,559.68 08/28/20254.05002/19/2025 998,763.40 4.2733134GXS54 58 4.257Federal Home Loan Mortgage Co.1249-25 1,500,000.00 1,478,199.00 11/24/20250.50002/19/2025 1,476,023.25 4.1983134GXBN3 146 4.810Federal Home Loan Mortgage Co.1252-25 5,000,000.00 4,989,759.01 05/28/20274.10003/03/2025 4,987,210.50 4.7443134HBCB5 696 4.108Federal Home Loan Mortgage Co.1264-25 2,000,000.00 1,999,959.49 04/14/20274.10004/15/2025 1,995,011.18 4.0523134HBJN2 652 4.054Federal Home Loan Mortgage Co.1267-25A 1,500,000.00 1,498,166.17 12/15/20274.00005/05/2025 1,496,176.35 3.9993134HBPR6 897 4.054Federal Home Loan Mortgage Co.1267-25B 1,000,000.00 998,777.45 12/15/20274.00005/05/2025 997,450.90 3.9993134HBPR6 897 4.497Federal Home Loan Mortgage Co.1271-25 3,500,000.00 3,528,437.50 03/18/20274.50005/23/2025 3,527,598.20 4.4353134HBEF4 625 4.222Federal Home Loan Mortgage Co.1273-25 1,595,000.00 1,544,934.05 05/27/20260.62506/09/2025 1,546,291.14 4.1653134GXCD4 330 4.938Federal Nat'l Mtg. Assoc.1174-24 3,850,000.00 3,710,888.50 05/28/20260.70004/15/2024 3,728,468.59 4.8713135GA4Q1 331 3.820Federal Nat'l Mtg. Assoc.1213-24A 1,500,000.00 1,492,046.47 09/30/20263.37510/07/2024 1,485,499.35 3.7683135GAVJ7 456 3.820Federal Nat'l Mtg. Assoc.1213-24B 1,000,000.00 994,697.64 09/30/20263.37510/07/2024 990,332.90 3.7683135GAVJ7 456 4.216Federal Nat'l Mtg. Assoc.1222-24A 1,500,000.00 1,495,861.20 07/30/20250.70010/24/2024 1,495,376.55 4.1583135G05M1 29 4.216Federal Nat'l Mtg. Assoc.1222-24B 1,000,000.00 997,240.80 07/30/20250.70010/24/2024 996,917.70 4.1583135G05M1 29 4.003Tennessee Valley Authority1272-25 1,399,000.00 1,404,641.72 03/15/20283.87505/23/2025 1,414,836.04 3.948880591EZ1 988 116,307,717.98 4.005116,294,188.64117,939,000.00119,322,650.46Subtotal and Average 4.060 469 Federal Agency Disc. -Amortizing 4.261Federal Home Discoun t Note1233-24 1,000,000.00 988,119.17 10/15/20254.03512/06/2024 987,470.00 4.203313385MZ6 106 4.261Federal Home Discoun t Note1247-25 1,500,000.00 1,461,977.50 02/13/20264.02002/18/2025 1,461,654.59 4.203313385TA4 227 2,450,096.67 4.2032,449,124.592,500,000.002,446,042.71Subtotal and Average 4.261 178 Treasury Coupon Securities 1.005U.S. Treasury1012-21 3,500,000.00 3,492,051.37 05/31/20260.75010/15/2021 3,396,668.10 0.99191282CCF6 334 2.641U.S. Treasury1032-22 9,000,000.00 8,853,456.26 05/31/20260.75004/14/2022 8,734,289.40 2.60591282CCF6 334 2.756U.S. Treasury1037-22 4,500,000.00 4,319,867.95 05/31/20270.50004/18/2022 4,232,566.35 2.719912828ZS2 699 4.320U.S. Treasury1070-22 5,000,000.00 4,836,479.33 05/15/20272.37510/14/2022 4,875,625.00 4.260912828X88 683 4.301U.S. Treasury1071-22 1,000,000.00 934,649.70 05/31/20270.50010/14/2022 940,570.30 4.242912828ZS2 699 5.091U.S. Treasury1123-23 1,000,000.00 992,397.53 08/31/20250.25009/27/2023 992,812.50 5.02191282CAJ0 61 5.080U.S. Treasury1125-23 500,000.00 499,623.00 07/15/20253.00009/28/2023 499,648.45 5.01191282CEY3 14 5.060U.S. Treasury1129-23 1,500,000.00 1,496,687.14 10/15/20254.25010/04/2023 1,499,414.10 4.99191282CFP1 106 5.050U.S. Treasury1130-23 1,500,000.00 1,477,455.75 10/31/20250.25010/04/2023 1,479,960.90 4.98191282CAT8 122 5.020U.S. Treasury1131-23A 1,500,000.00 1,497,244.92 11/15/20254.50010/05/2023 1,500,820.35 4.95291282CFW6 137 5.020U.S. Treasury1131-23B 1,000,000.00 998,163.28 11/15/20254.50010/05/2023 1,000,546.90 4.95291282CFW6 137 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 61 YTM 365 Page 4 Par Value Book Value Maturity Date Stated RateMarket Value June 30, 2025 Portfolio Details - Investments Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date Treasury Coupon Securities 4.645U.S. Treasury1164-24A 1,500,000.00 1,497,163.22 12/31/20254.25003/13/2024 1,500,117.15 4.58191282CJS1 183 4.645U.S. Treasury1164-24B 1,000,000.00 998,108.81 12/31/20254.25003/13/2024 1,000,078.10 4.58191282CJS1 183 4.988U.S. Treasury1173-24 1,500,000.00 1,493,556.90 12/15/20254.00004/15/2024 1,498,792.95 4.91991282CGA3 167 4.609U.S. Treasury1177-24 4,000,000.00 3,646,869.82 05/31/20281.25004/15/2024 3,730,843.60 4.54691282CCE9 1,065 3.686U.S. Treasury1192-24A 1,500,000.00 1,514,239.17 04/30/20264.87509/16/2024 1,509,386.70 3.63691282CKK6 303 3.686U.S. Treasury1192-24B 1,000,000.00 1,009,492.78 04/30/20264.87509/16/2024 1,006,257.80 3.63691282CKK6 303 3.779U.S. Treasury1193-24 1,000,000.00 980,766.78 01/31/20260.37509/16/2024 977,843.80 3.72891282CBH3 214 3.708U.S. Treasury1194-24 1,500,000.00 1,508,554.06 03/31/20264.50009/16/2024 1,504,066.35 3.65791282CKH3 273 3.782U.S. Treasury1203-24 2,000,000.00 2,005,197.19 11/15/20254.50009/25/2024 2,001,093.80 3.73091282CFW6 137 4.000U.S. Treasury1215-24A 1,500,000.00 1,501,681.68 06/15/20264.12510/15/2024 1,501,675.80 3.94591282CHH7 349 4.000U.S. Treasury1215-24B 1,000,000.00 1,001,121.12 06/15/20264.12510/15/2024 1,001,117.20 3.94591282CHH7 349 4.009U.S. Treasury1216-24A 1,500,000.00 1,495,156.12 05/15/20263.62510/15/2024 1,494,386.70 3.95491282CHB0 318 4.009U.S. Treasury1216-24B 1,000,000.00 996,770.74 05/15/20263.62510/15/2024 996,257.80 3.95491282CHB0 318 4.229U.S. Treasury1217-24 1,000,000.00 1,001,858.59 09/30/20255.00010/15/2024 1,001,407.80 4.17191282CJB8 91 4.120U.S. Treasury1223-24 500,000.00 500,353.57 01/31/20264.25010/28/2024 499,921.90 4.06491282CJV4 214 4.250U.S. Treasury1237-24 2,000,000.00 1,980,599.31 09/30/20250.25012/16/2024 1,979,843.80 4.19291282CAM3 91 4.181U.S. Treasury1240-25 1,000,000.00 993,613.09 08/31/20250.25001/07/2025 992,812.50 4.12391282CAJ0 61 4.160U.S. Treasury1241-25 1,000,000.00 990,503.16 09/30/20250.25001/07/2025 989,921.90 4.10391282CAM3 91 4.230U.S. Treasury1242-25 1,000,000.00 990,330.72 09/30/20250.25001/24/2025 989,921.90 4.17291282CAM3 91 4.210U.S. Treasury1243-25 1,000,000.00 987,138.84 10/31/20250.25001/24/2025 986,640.60 4.15291282CAT8 122 4.230U.S. Treasury1244-25A 1,500,000.00 1,507,694.72 11/15/20264.62502/13/2025 1,514,507.85 4.17291282CJK8 502 4.230U.S. Treasury1244-25B 1,000,000.00 1,005,129.81 11/15/20264.62502/13/2025 1,009,671.90 4.17291282CJK8 502 4.240U.S. Treasury1245-25 2,000,000.00 1,941,577.61 05/31/20272.62502/12/2025 1,958,765.60 4.18291282CET4 699 4.280U.S. Treasury1246-25 2,000,000.00 1,964,635.63 05/31/20283.62502/12/2025 1,995,796.80 4.22191282CHE4 1,065 4.240U.S. Treasury1250-25 1,000,000.00 998,494.69 09/15/20253.50002/20/2025 998,829.70 4.18291282CFK2 76 4.061U.S. Treasury1251-25A 1,500,000.00 1,514,761.42 07/15/20264.50002/28/2025 1,515,985.67 4.00591282CHM6 379 4.061U.S. Treasury1251-25B 1,000,000.00 1,009,840.94 07/15/20264.50002/28/2025 1,010,657.11 4.00591282CHM6 379 3.978U.S. Treasury1254-25 3,000,000.00 2,971,172.77 05/31/20283.62503/13/2025 2,993,695.20 3.92391282CHE4 1,065 3.966U.S. Treasury1261-25A 1,500,000.00 1,503,347.15 08/31/20263.75004/15/2025 1,503,410.10 3.91291282CLH2 426 3.966U.S. Treasury1261-25B 1,000,000.00 1,002,231.44 08/31/20263.75004/15/2025 1,002,273.40 3.91291282CLH2 426 3.961U.S. Treasury1262-25A 1,500,000.00 1,517,367.26 09/15/20264.62504/15/2025 1,517,914.44 3.90791282CHY0 441 3.961U.S. Treasury1262-25B 1,000,000.00 1,011,578.18 09/15/20264.62504/15/2025 1,011,942.96 3.90791282CHY0 441 3.967U.S. Treasury1263-25 1,500,000.00 1,512,237.65 10/15/20264.62504/15/2025 1,513,207.05 3.91391282CJC6 471 3.932U.S. Treasury1265-25 8,000,000.00 7,416,558.12 05/31/20281.25004/15/2025 7,461,687.20 3.87991282CCE9 1,065 4.040U.S. Treasury1269-25 2,000,000.00 2,024,066.30 10/15/20264.62505/23/2025 2,027,213.23 3.98491282CJC6 471 3.997U.S. Treasury1270-25 2,000,000.00 2,028,287.29 01/15/20274.00005/23/2025 2,032,990.49 3.94391282CJT9 563 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 62 YTM 365 Page 5 Par Value Book Value Maturity Date Stated RateMarket Value June 30, 2025 Portfolio Details - Investments Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date Treasury Coupon Securities 3.921U.S. Treasury1278-25 1,500,000.00 1,453,944.41 11/30/20261.62506/13/2025 1,455,174.43 3.867912828YU8 517 3.830U.S. Treasury1279-25 2,000,000.00 2,029,652.46 06/15/20274.62506/13/2025 2,033,281.20 3.77891282CKV2 714 3.891U.S. Treasury1280-25 1,000,000.00 1,007,893.87 11/30/20264.25006/26/2025 1,008,120.73 3.83791282CLY5 517 3.910U.S. Treasury1281-25 1,000,000.00 1,017,949.71 10/15/20264.62506/26/2025 1,017,903.06 3.85791282CJC6 471 92,929,573.33 3.80692,898,338.6294,500,000.0093,174,198.50Subtotal and Average 3.859 490 Treasury Discounts -Amortizing 4.259U.S. Treasury1239-25 2,000,000.00 1,999,548.89 07/03/20254.06001/07/2025 1,999,529.80 4.200912797NX1 2 1,999,548.89 4.2001,999,529.802,000,000.001,996,278.33Subtotal and Average 4.259 2 Pass Through Securities /PAC/CMO 6.003Federal Nat'l Mtg. Assoc.1137-23A 1,321,290.64 1,269,760.31 07/25/20284.50010/31/2023 1,330,491.84 5.9203136BQCS6 1,120 6.003Federal Nat'l Mtg. Assoc.1137-23B 880,860.45 846,506.89 07/25/20284.50010/31/2023 886,994.59 5.9203136BQCS6 1,120 4.323Federal Nat'l Mtg. Assoc.1180-24 1,821,558.93 1,717,965.18 04/01/20293.00005/31/2024 1,797,618.73 4.2633140XP6F1 1,370 3,834,232.38 5.1784,015,105.164,023,710.023,895,879.39Subtotal and Average 5.250 1,232 3.944231,662,638.20 224,273,347.07 3.998 478220,941,226.09 220,807,840.46Total and Average Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 63 YTM 365 Page 6 Par Value Book Value Stated RateMarket Value June 30, 2025 Portfolio Details - Cash Average BalanceIssuer Portfolio Management Investments FY 2024-2025 Days to Maturity YTM 360CUSIPInvestment # Purchase Date 0.00 3.944231,662,638.20 224,273,347.07 3.998 478 0Average Balance 220,941,226.09 220,807,840.46Total Cash and Investments Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PM2) 7.3.11 64 Page 1 Par Value Stated Rate June 30, 2025 Investment Status Report - Investments Portfolio Management Book Value Maturity Date Current Principal Investments FY 2024-2025 YTM 365 YTM 360 Payment DatesCUSIPInvestment #Issuer Purchase Date Accrued Interest At Purchase Money Market FIB4531558874 310,637.05 310,637.050.300SYS4531558874B 03/01 - Monthly 310,637.050.3000.296 310,637.05Money Market Totals 310,637.050.000.296310,637.05 0.300 Commercial Paper Disc. -Amortizing LVMHSE1258-25 1,500,000.00 1,490,420.834.180 08/25/202555078TVR5 08/25 - At Maturity03/25/2025 1,473,352.504.3154.256 LVMHSE1259-25 1,500,000.00 1,485,613.334.160 09/22/202550244LWN0 09/22 - At Maturity03/25/2025 1,468,626.664.3084.249 2,976,034.16Commercial Paper Disc. -Amortizing Totals 2,941,979.160.004.2523,000,000.00 4.311 Federal Agency Coupon Securities FAMCA0962-20 1,000,000.00 1,000,000.000.600 11/20/202531422B3F5 05/20 - 11/2011/20/2020 1,000,000.000.6000.592 FAMCA1118-23A 1,500,000.00 1,499,587.244.850 08/14/202531422X5Y4 02/14 - 08/14 Received08/23/2023 1,493,175.005.0945.025 FAMCA1118-23B 1,000,000.00 999,724.824.850 08/14/202531422X5Y4 02/14 - 08/14 Received08/23/2023 995,450.005.0945.025 FAMCA1160-24A 1,500,000.00 1,467,722.360.480 01/15/202631422B6K1 07/15 - 01/15 Received02/20/2024 1,386,030.004.7014.636 FAMCA1160-24B 1,000,000.00 978,481.580.480 01/15/202631422B6K1 07/15 - 01/15 Received02/20/2024 924,020.004.7014.636 FAMCA1253-25A 1,500,000.00 1,472,013.223.350 04/12/202831422XXC1 04/12 - 10/12 Received03/05/2025 1,468,770.004.0704.014 FAMCA1253-25B 1,000,000.00 981,342.153.350 04/12/202831422XXC1 04/12 - 10/12 Received03/05/2025 979,180.004.0704.014 FFCB1045-22A 1,500,000.00 1,497,565.222.800 11/25/20253133ENXQ8 11/25 - 05/25 Received06/13/2022 1,479,000.003.2323.188 FFCB1045-22B 1,000,000.00 998,376.812.800 11/25/20253133ENXQ8 11/25 - 05/25 Received06/13/2022 986,000.003.2323.188 FFCB1069-22 2,500,000.00 2,416,592.290.660 05/27/20263133EMHH8 11/27 - 05/27 Received10/14/2022 2,166,625.004.7104.646 FFCB1179-24 1,000,000.00 877,283.001.125 06/01/20293133EMHZ8 06/01 - 12/01 Received05/31/2024 843,340.004.6754.611 FFCB1184-24A 1,500,000.00 1,451,344.482.500 03/15/20273133ENRK8 09/15 - 03/15 Received07/10/2024 1,423,530.004.5404.478 FFCB1184-24B 1,000,000.00 967,562.982.500 03/15/20273133ENRK8 09/15 - 03/15 Received07/10/2024 949,020.004.5404.478 FFCB1199-24A 1,500,000.00 1,521,633.045.000 07/30/20263133EPZY4 01/30 - 07/30 Received09/20/2024 1,537,260.003.6063.556 FFCB1199-24B 1,000,000.00 1,014,422.035.000 07/30/20263133EPZY4 01/30 - 07/30 Received09/20/2024 1,024,840.003.6063.556 FFCB1212-24 1,000,000.00 1,002,412.043.750 04/13/20263133EPFT7 10/13 - 04/13 Received09/30/2024 1,004,730.003.4313.384 FFCB1224-24 1,000,000.00 986,784.201.750 01/28/20263133ELKA1 01/28 - 07/28 Received10/28/2024 971,270.004.1304.073 FFCB1230-24 1,000,000.00 1,003,924.474.500 08/14/20263133EPSW6 02/14 - 08/14 Received12/03/2024 1,005,950.004.1304.073 FFCB1268-25 4,000,000.00 4,011,814.353.875 05/30/20283133EPLD5 05/30 - 11/30 Received05/09/2025 4,012,400.003.7663.714 FFCB1276-25 1,500,000.00 1,496,910.903.875 08/27/20273133ETJT5 08/27 - 02/27 1,453.1306/09/2025 1,495,329.004.0253.970 FHLB0975-21 1,000,000.00 999,559.330.650 02/17/20263130AL4V3 08/17 - 02/17 Received02/22/2021 996,500.000.5810.573 FHLB0978-21 1,000,000.00 998,442.810.580 02/11/20263130AKXB7 08/11 - 02/11 Received03/15/2021 987,500.000.8410.829 FHLB0980-21 2,650,000.00 2,649,541.701.500 04/14/20263130ALVT8 10/14 - 04/1404/14/2021 2,647,085.001.1161.101 FHLB1061-22 1,500,000.00 1,499,959.864.130 08/28/20253130ASZD4 02/28 - 08/28 Received09/13/2022 1,499,250.004.1484.091 FHLB1062-22 1,500,000.00 1,500,000.004.000 09/29/20253130AT7A9 03/29 - 09/2909/29/2022 1,500,000.004.0003.945 FHLB1121-23A 1,000,000.00 999,648.274.000 07/14/20253130ASGW3 01/14 - 07/14 Received09/15/2023 982,170.005.0294.960 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PMS) 7.3.11 Report Ver. 7.3.11 65 Page 2 Par Value Stated Rate June 30, 2025 Investment Status Report - Investments Portfolio Management Book Value Maturity Date Current Principal Investments FY 2024-2025 YTM 365 YTM 360 Payment DatesCUSIPInvestment #Issuer Purchase Date Accrued Interest At Purchase Federal Agency Coupon Securities FHLB1121-23B 1,000,000.00 999,648.274.000 07/14/20253130ASGW3 01/14 - 07/14 Received09/15/2023 982,170.005.0294.960 FHLB1156-24 2,000,000.00 2,000,000.004.530 09/08/20253130AYTS5 03/08 - 09/0802/05/2024 2,000,000.004.5324.470 FHLB1157-24 2,000,000.00 2,000,000.004.590 08/01/20253130AYVK9 08/01 - 02/0102/08/2024 2,000,000.004.5914.528 FHLB1161-24 1,250,000.00 1,229,838.912.500 12/30/20253130AKLS3 06/30 - 12/30 Received02/26/2024 1,175,212.501.9871.960 FHLB1162-24 900,000.00 886,779.612.000 12/30/20253130AQFB4 06/30 - 12/30 Received02/26/2024 850,959.004.7704.705 FHLB1175-24 4,000,000.00 3,937,671.724.000 05/26/20273130ARYA3 05/26 - 11/26 Received04/15/2024 3,898,000.004.8914.824 FHLB1178-24 600,000.00 584,083.162.000 05/26/20263130AMFN7 05/26 - 11/26 Received04/19/2024 562,926.002.4962.461 FHLB1181-24 1,500,000.00 1,441,715.211.050 08/13/20263130ANGM6 08/13 - 02/13 Received06/21/2024 1,388,070.004.7504.685 FHLB1182-24 1,000,000.00 982,315.422.250 03/30/20263130ARCU3 09/30 - 03/30 Received07/10/2024 959,240.004.7414.676 FHLB1183-24A 1,500,000.00 1,417,910.761.000 02/26/20273130ALDA9 08/26 - 02/26 Received07/10/2024 1,369,485.004.5504.488 FHLB1183-24B 1,000,000.00 945,273.841.000 02/26/20273130ALDA9 08/26 - 02/26 Received07/10/2024 912,990.004.5504.488 FHLB1185-24A 1,410,000.00 1,329,455.911.000 03/30/20273130ANZB9 09/30 - 03/30 Received07/10/2024 1,284,510.004.5104.449 FHLB1185-24B 1,000,000.00 942,876.531.000 03/30/20273130ANZB9 09/30 - 03/30 Received07/10/2024 911,000.004.5104.449 FHLB1186-24A 1,500,000.00 1,464,031.920.680 02/24/20263130ALCB8 08/24 - 02/24 Received07/31/2024 1,413,090.004.5604.498 FHLB1186-24B 1,000,000.00 976,021.280.680 02/24/20263130ALCB8 08/24 - 02/24 Received07/31/2024 942,060.004.5604.498 FHLB1190-24A 1,500,000.00 1,455,255.531.310 10/28/20263130APL29 10/28 - 04/28 Received09/13/2024 1,428,240.003.6703.620 FHLB1190-24B 1,000,000.00 970,170.351.310 10/28/20263130APL29 10/28 - 04/28 Received09/13/2024 952,160.003.6703.620 FHLB1191-24 500,000.00 485,342.571.500 11/27/20263130APXV2 11/27 - 05/27 Received09/13/2024 477,000.003.6903.639 FHLB1195-24 1,335,000.00 1,298,437.371.700 01/27/20273130AQM26 01/27 - 07/27 Received09/17/2024 1,280,091.453.5303.482 FHLB1196-24 1,250,000.00 1,220,004.012.000 02/25/20273130AQRQ8 02/25 - 08/25 Received09/17/2024 1,205,662.503.5303.482 FHLB1211-24 1,000,000.00 1,003,447.344.500 12/12/20253130ATUC9 12/12 - 06/12 Received09/30/2024 1,009,250.003.7013.650 FHLB1214-24 1,500,000.00 1,448,532.471.400 12/28/20263130AQEV1 12/28 - 06/28 Received10/07/2024 1,423,230.003.8203.768 FHLB1229-24A 1,500,000.00 1,452,930.421.050 06/30/20263130AN2H2 12/30 - 06/30 Received11/25/2024 1,424,610.004.3404.281 FHLB1229-24B 1,000,000.00 968,620.281.050 06/30/20263130AN2H2 12/30 - 06/30 Received11/25/2024 949,740.004.3404.281 FHLB1235-24A 1,500,000.00 1,426,619.140.850 01/29/20273130AKRE8 01/29 - 07/29 Received12/12/2024 1,400,910.004.1204.064 FHLB1235-24B 1,000,000.00 951,079.420.850 01/29/20273130AKRE8 01/29 - 07/29 Received12/12/2024 933,939.994.1204.064 FHLB1255-25 500,000.00 496,587.052.750 03/13/20263130AAUF3 09/13 - 03/13 38.1903/14/2025 495,083.503.7643.712 FHLB1256-25 1,200,000.00 1,203,703.834.500 03/13/20263130AV6J6 09/13 - 03/13 150.0003/14/2025 1,205,062.804.0644.008 FHLB1257-25 1,000,000.00 1,003,756.184.500 03/13/20263130AV6J6 09/13 - 03/13 500.0003/17/2025 1,004,600.004.0203.965 FHLB1260-25 1,500,000.00 1,500,000.004.250 03/28/20303130B5Q50 09/28 - 03/2803/28/2025 1,500,000.004.2504.192 FHLB1266-25A 1,500,000.00 1,500,000.004.250 04/30/20273130B62D7 10/30 - 04/3004/30/2025 1,500,000.004.2504.192 FHLB1266-25B 1,000,000.00 1,000,000.004.250 04/30/20273130B62D7 10/30 - 04/3004/30/2025 1,000,000.004.2504.192 FHLB1274-25 1,000,000.00 1,020,178.914.125 01/15/20273130AYPN0 07/15 - 01/15 16,500.0006/09/2025 1,003,825.003.8743.821 FHLB1275-25 1,500,000.00 1,501,192.894.150 05/28/20273130B6LC8 11/28 - 05/28 1,556.2506/09/2025 1,499,625.004.1634.106 FHLB1277-25 500,000.00 465,410.440.800 10/29/20273130AKML7 07/29 - 01/29 1,444.4406/09/2025 463,020.004.0814.025 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PMS) 7.3.11 66 Page 3 Par Value Stated Rate June 30, 2025 Investment Status Report - Investments Portfolio Management Book Value Maturity Date Current Principal Investments FY 2024-2025 YTM 365 YTM 360 Payment DatesCUSIPInvestment #Issuer Purchase Date Accrued Interest At Purchase Federal Agency Coupon Securities FHLMC1200-24A 3,000,000.00 2,994,897.383.550 12/15/20263134HANA7 12/15 - 06/1509/24/2024 2,992,200.003.6753.624 FHLMC1200-24B 2,000,000.00 1,996,598.253.550 12/15/20263134HANA7 12/15 - 06/1509/24/2024 1,994,800.003.6753.624 FHLMC1225-24 1,500,000.00 1,446,668.210.600 07/15/20263134GXKD5 01/15 - 07/15 Received11/05/2024 1,413,015.004.1804.123 FHLMC1234-24 1,000,000.00 951,950.120.750 12/30/20263134GW6P6 04/30 - 10/30 Received12/12/2024 934,210.004.1304.074 FHLMC1238-24 2,000,000.00 1,982,895.450.375 09/23/20253137EAEX3 03/23 - 09/23 Received12/16/2024 1,942,220.004.2304.172 FHLMC1248-25 1,000,000.00 999,559.684.050 08/28/20253134GXS54 02/28 - 08/28 Received02/19/2025 998,540.004.3324.273 FHLMC1249-25 1,500,000.00 1,478,199.000.500 11/24/20253134GXBN3 05/24 - 11/24 Received02/19/2025 1,458,075.004.2574.198 FHLMC1252-25 5,000,000.00 4,989,759.014.100 05/28/20273134HBCB5 05/28 - 11/2803/03/2025 4,988,000.004.8104.744 FHLMC1264-25 2,000,000.00 1,999,959.494.100 04/14/20273134HBJN2 10/14 - 04/14 227.7804/15/2025 1,999,700.004.1084.052 FHLMC1267-25A 1,500,000.00 1,498,166.174.000 12/15/20273134HBPR6 06/15 - 12/1505/05/2025 1,498,050.004.0543.999 FHLMC1267-25B 1,000,000.00 998,777.454.000 12/15/20273134HBPR6 06/15 - 12/1505/05/2025 998,700.004.0543.999 FHLMC1271-25 3,500,000.00 3,528,437.504.500 03/18/20273134HBEF4 09/18 - 03/18 28,437.5005/23/2025 3,500,000.004.4974.435 FHLMC1273-25 1,595,000.00 1,544,934.050.625 05/27/20263134GXCD4 11/27 - 05/27 332.2906/09/2025 1,541,200.654.2224.165 FNMA1174-24 3,850,000.00 3,710,888.500.700 05/28/20263135GA4Q1 05/28 - 11/28 Received04/15/2024 3,525,406.504.9384.871 FNMA1213-24A 1,500,000.00 1,492,046.473.375 09/30/20263135GAVJ7 03/30 - 09/30 Received10/07/2024 1,487,370.003.8203.768 FNMA1213-24B 1,000,000.00 994,697.643.375 09/30/20263135GAVJ7 03/30 - 09/30 Received10/07/2024 991,580.003.8203.768 FNMA1222-24A 1,500,000.00 1,495,861.200.700 07/30/20253135G05M1 01/30 - 07/30 Received10/24/2024 1,460,610.004.2164.158 FNMA1222-24B 1,000,000.00 997,240.800.700 07/30/20253135G05M1 01/30 - 07/30 Received10/24/2024 973,740.004.2164.158 TVA1272-25 1,399,000.00 1,404,641.723.875 03/15/2028880591EZ1 09/15 - 03/15 10,239.9005/23/2025 1,394,222.424.0033.948 116,307,717.98Federal Agency Coupon Securities Totals 114,655,826.3160,879.484.005117,939,000.00 4.060 Federal Agency Disc. -Amortizing FHDN1233-24 1,000,000.00 988,119.174.035 10/15/2025313385MZ6 10/15 - At Maturity12/06/2024 964,917.924.2614.203 FHDN1247-25 1,500,000.00 1,461,977.504.020 02/13/2026313385TA4 02/13 - At Maturity02/18/2025 1,439,700.004.2614.203 2,450,096.67Federal Agency Disc. -Amortizing Totals 2,404,617.920.004.2032,500,000.00 4.261 Treasury Coupon Securities US TRE1012-21 3,500,000.00 3,492,051.370.750 05/31/202691282CCF6 11/30 - 05/31 Received10/15/2021 3,459,804.691.0050.991 US TRE1032-22 9,000,000.00 8,853,456.260.750 05/31/202691282CCF6 05/31 - 11/30 Received04/14/2022 8,338,359.382.6412.605 US TRE1037-22 4,500,000.00 4,319,867.950.500 05/31/2027912828ZS2 05/31 - 11/30 Received04/18/2022 4,018,359.382.7562.719 US TRE1070-22 5,000,000.00 4,836,479.332.375 05/15/2027912828X88 11/15 - 05/15 Received10/14/2022 4,599,218.754.3204.260 US TRE1071-22 1,000,000.00 934,649.700.500 05/31/2027912828ZS2 11/30 - 05/31 Received10/14/2022 842,000.004.3014.242 US TRE1123-23 1,000,000.00 992,397.530.250 08/31/202591282CAJ0 02/29 - 08/31 Received09/27/2023 912,260.005.0915.021 US TRE1125-23 500,000.00 499,623.003.000 07/15/202591282CEY3 01/15 - 07/15 Received09/28/2023 482,335.005.0805.011 US TRE1129-23 1,500,000.00 1,496,687.144.250 10/15/202591282CFP1 10/15 - 04/15 Received10/04/2023 1,476,810.005.0604.991 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PMS) 7.3.11 67 Page 4 Par Value Stated Rate June 30, 2025 Investment Status Report - Investments Portfolio Management Book Value Maturity Date Current Principal Investments FY 2024-2025 YTM 365 YTM 360 Payment DatesCUSIPInvestment #Issuer Purchase Date Accrued Interest At Purchase Treasury Coupon Securities US TRE1130-23 1,500,000.00 1,477,455.750.250 10/31/202591282CAT8 10/31 - 04/30 Received10/04/2023 1,359,930.005.0504.981 US TRE1131-23A 1,500,000.00 1,497,244.924.500 11/15/202591282CFW6 11/15 - 05/15 Received10/05/2023 1,484,475.005.0204.952 US TRE1131-23B 1,000,000.00 998,163.284.500 11/15/202591282CFW6 11/15 - 05/15 Received10/05/2023 989,650.005.0204.952 US TRE1164-24A 1,500,000.00 1,497,163.224.250 12/31/202591282CJS1 06/30 - 12/31 Received03/13/2024 1,489,800.004.6454.581 US TRE1164-24B 1,000,000.00 998,108.814.250 12/31/202591282CJS1 06/30 - 12/31 Received03/13/2024 993,200.004.6454.581 US TRE1173-24 1,500,000.00 1,493,556.904.000 12/15/202591282CGA3 06/15 - 12/15 Received04/15/2024 1,476,503.914.9884.919 US TRE1177-24 4,000,000.00 3,646,869.821.250 05/31/202891282CCE9 05/31 - 11/30 Received04/15/2024 3,500,312.504.6094.546 US TRE1192-24A 1,500,000.00 1,514,239.174.875 04/30/202691282CKK6 10/31 - 04/30 Received09/16/2024 1,527,773.443.6863.636 US TRE1192-24B 1,000,000.00 1,009,492.784.875 04/30/202691282CKK6 10/31 - 04/30 Received09/16/2024 1,018,515.633.6863.636 US TRE1193-24 1,000,000.00 980,766.780.375 01/31/202691282CBH3 01/31 - 07/31 Received09/16/2024 954,882.813.7793.728 US TRE1194-24 1,500,000.00 1,508,554.064.500 03/31/202691282CKH3 09/30 - 03/31 Received09/16/2024 1,517,578.133.7083.657 US TRE1203-24 2,000,000.00 2,005,197.194.500 11/15/202591282CFW6 11/15 - 05/15 Received09/25/2024 2,015,781.253.7823.730 US TRE1215-24A 1,500,000.00 1,501,681.684.125 06/15/202691282CHH7 12/15 - 06/15 Received10/15/2024 1,502,929.694.0003.945 US TRE1215-24B 1,000,000.00 1,001,121.124.125 06/15/202691282CHH7 12/15 - 06/15 Received10/15/2024 1,001,953.124.0003.945 US TRE1216-24A 1,500,000.00 1,495,156.123.625 05/15/202691282CHB0 11/15 - 05/15 Received10/15/2024 1,491,210.944.0093.954 US TRE1216-24B 1,000,000.00 996,770.743.625 05/15/202691282CHB0 11/15 - 05/15 Received10/15/2024 994,140.624.0093.954 US TRE1217-24 1,000,000.00 1,001,858.595.000 09/30/202591282CJB8 03/31 - 09/30 Received10/15/2024 1,007,148.444.2294.171 US TRE1223-24 500,000.00 500,353.574.250 01/31/202691282CJV4 01/31 - 07/31 Received10/28/2024 500,760.004.1204.064 US TRE1237-24 2,000,000.00 1,980,599.310.250 09/30/202591282CAM3 03/31 - 09/30 Received12/16/2024 1,938,600.004.2504.192 US TRE1240-25 1,000,000.00 993,613.090.250 08/31/202591282CAJ0 02/28 - 08/31 Received01/07/2025 975,290.004.1814.123 US TRE1241-25 1,000,000.00 990,503.160.250 09/30/202591282CAM3 03/31 - 09/30 Received01/07/2025 972,240.004.1604.103 US TRE1242-25 1,000,000.00 990,330.720.250 09/30/202591282CAM3 03/31 - 09/30 Received01/24/2025 973,542.294.2304.172 US TRE1243-25 1,000,000.00 987,138.840.250 10/31/202591282CAT8 04/30 - 10/31 Received01/24/2025 970,482.584.2104.152 US TRE1244-25A 1,500,000.00 1,507,694.724.625 11/15/202691282CJK8 05/15 - 11/15 Received02/13/2025 1,509,810.004.2304.172 US TRE1244-25B 1,000,000.00 1,005,129.814.625 11/15/202691282CJK8 05/15 - 11/15 Received02/13/2025 1,006,540.004.2304.172 US TRE1245-25 2,000,000.00 1,941,577.612.625 05/31/202791282CET4 05/31 - 11/30 Received02/12/2025 1,929,960.004.2404.182 US TRE1246-25 2,000,000.00 1,964,635.633.625 05/31/202891282CHE4 05/31 - 11/30 Received02/12/2025 1,960,020.004.2804.221 US TRE1250-25 1,000,000.00 998,494.693.500 09/15/202591282CFK2 03/15 - 09/15 Received02/20/2025 995,900.004.2404.182 US TRE1251-25A 1,500,000.00 1,514,761.424.500 07/15/202691282CHM6 07/15 - 01/15 8,204.4202/28/2025 1,508,685.004.0614.005 US TRE1251-25B 1,000,000.00 1,009,840.944.500 07/15/202691282CHM6 07/15 - 01/15 5,469.6102/28/2025 1,005,790.004.0614.005 US TRE1254-25 3,000,000.00 2,971,172.773.625 05/31/202891282CHE4 05/31 - 11/30 Received03/13/2025 2,968,195.313.9783.923 US TRE1261-25A 1,500,000.00 1,503,347.153.750 08/31/202691282CLH2 08/31 - 02/28 7,031.2504/15/2025 1,495,650.003.9663.912 US TRE1261-25B 1,000,000.00 1,002,231.443.750 08/31/202691282CLH2 08/31 - 02/28 4,687.5004/15/2025 997,100.003.9663.912 US TRE1262-25A 1,500,000.00 1,517,367.264.625 09/15/202691282CHY0 09/15 - 03/15 5,844.0904/15/2025 1,513,535.153.9613.907 US TRE1262-25B 1,000,000.00 1,011,578.184.625 09/15/202691282CHY0 09/15 - 03/15 3,896.0604/15/2025 1,009,023.443.9613.907 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PMS) 7.3.11 68 Page 5 Par Value Stated Rate June 30, 2025 Investment Status Report - Investments Portfolio Management Book Value Maturity Date Current Principal Investments FY 2024-2025 YTM 365 YTM 360 Payment DatesCUSIPInvestment #Issuer Purchase Date Accrued Interest At Purchase Treasury Coupon Securities US TRE1263-25 1,500,000.00 1,512,237.654.625 10/15/202691282CJC6 10/15 - 04/1504/15/2025 1,514,238.283.9673.913 US TRE1265-25 8,000,000.00 7,416,558.121.250 05/31/202891282CCE9 05/31 - 11/30 Received04/15/2025 7,374,375.003.9323.879 US TRE1269-25 2,000,000.00 2,024,066.304.625 10/15/202691282CJC6 10/15 - 04/15 9,603.8305/23/2025 2,015,660.004.0403.984 US TRE1270-25 2,000,000.00 2,028,287.294.000 01/15/202791282CJT9 07/15 - 01/15 28,287.2905/23/2025 2,000,000.003.9973.943 US TRE1278-25 1,500,000.00 1,453,944.411.625 11/30/2026912828YU8 11/30 - 05/31 865.7806/13/2025 1,451,445.003.9213.867 US TRE1279-25 2,000,000.00 2,029,652.464.625 06/15/202791282CKV2 06/15 - 12/15 Received06/13/2025 2,030,400.003.8303.778 US TRE1280-25 1,000,000.00 1,007,893.874.250 11/30/202691282CLY5 11/30 - 05/31 3,019.1306/26/2025 1,004,921.883.8913.837 US TRE1281-25 1,000,000.00 1,017,949.714.625 10/15/202691282CJC6 10/15 - 04/15 9,098.3606/26/2025 1,008,945.313.9103.857 92,929,573.33Treasury Coupon Securities Totals 91,086,041.9286,007.323.80694,500,000.00 3.859 Treasury Discounts -Amortizing US TRE1239-25 2,000,000.00 1,999,548.894.060 07/03/2025912797NX1 07/03 - At Maturity01/07/2025 1,960,076.674.2594.200 1,999,548.89Treasury Discounts -Amortizing Totals 1,960,076.670.004.2002,000,000.00 4.259 Pass Through Securities /PAC/CMO FNMA1137-23A 1,321,290.64 1,269,760.314.500 07/25/20283136BQCS6 11/25 - Monthly Received10/31/2023 1,269,760.316.0035.920 FNMA1137-23B 880,860.45 846,506.894.500 07/25/20283136BQCS6 11/25 - Monthly Received10/31/2023 846,506.896.0035.920 FNMA1180-24 1,821,558.93 1,717,965.183.000 04/01/20293140XP6F1 06/25 - Monthly Received05/31/2024 1,758,658.224.3234.263 3,834,232.38Pass Through Securities /PAC/CMO Totals 3,874,925.420.005.1784,023,710.02 5.250 220,807,840.46Investment Totals 217,234,104.45146,886.80224,273,347.07 3.944 3.998 Portfolio 2025 AC Run Date: 07/02/2025 - 16:03 PM (PRF_PMS) 7.3.11 69 For Fiscal Year Ending June 30, 2025 0.14% 53.36% 46.51% Portfolio by Asset Class Cash and Equivalents Long Term Short Term 70 For Fiscal Year Ending June 30, 2025 3.79%8.69%1.11% 23.67% 11.86% 0.14%5.74% 1.34% 0.62% 43.03% Par Value by Issuer Graph FAMCA FFCB FHDN FHLB FHLMC FIB FNMA MHLVSE TVA UST 71 For Fiscal Year Ending June 30, 2025 0.14% 1.35% 52.67% 1.11% 42.09% 0.91% 1.74% Book Value By Investment Type Money Market Commercial Paper Federal Agency Coupon Securities Federal Agency Discounts Treasury Coupon Securities Treasury Discounts Pass through Securities 72 For Fiscal Year Ending June 30, 2025 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Investment Yield by Type 73 ITEM #:17 DATE:08-12-25 DEPT:ADMIN SUBJECT:FALL 2025 COMMISSION ON THE ARTS (COTA) SPECIAL PROJECT GRANT CONTRACTS COUNCIL ACTION FORM BACKGROUND: On June 2, 2025, the Commission on the Arts (COTA) finalized its recommendations for Fall 2025 Special Project Grants. Three grant requests were received totaling $2,500. COTA has $9,562 in funding available for Fall 2025 and Spring 2026 Special Project grants. The requests and COTA's recommendations are described in the table below: ORGANIZATION REQUEST PROJECT RECOMMENDATION Ames Community Arts Council $1,000 Empty Bowls Workshop $900 Ames Town and Gown $500 Beijing Guitar Duo Outreach $500 Story Theater Company $1,000 Fall Musical: Once Upon a Mattress $900 TOTAL $2,500 $2,300 Copies of the contracts were sent to the awarded organizations for approval and have been returned. The contracts are now presented for the City Council's approval. ALTERNATIVES: 1. Approve the Fall 2025 COTA Special Project Grant contracts as recommended. 2. Refer the contracts to COTA for further information. 3. Do not approve the contracts. CITY MANAGER'S RECOMMENDED ACTION: Special project grants help advance participation in and awareness of the arts in the Ames community, which is a key goal of the Commission on the Arts. COTA has reviewed the requests and has recommended the approval of the contracts now presented to the City Council. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. 74 ITEM #:18 DATE:08-12-25 DEPT:PW SUBJECT:GAS PIPELINE EASEMENT ON CITY PROPERTY AT 601 S MAPLE AVE COUNCIL ACTION FORM BACKGROUND: Alliant Energy owns a gas main that crosses Ioway Creek at South 4th Street. The main is attached to the existing roadway bridge at this location. The proposed construction of a new pedestrian bridge directly adjacent the roadway bridge has created a need for Alliant Energy to relocate the gas main from the bridge. Alliant has proposed a new alignment for the gas main, which extends south down South Maple Avenue, west through City of Ames owned property at 601 S Maple Ave, underneath Ioway Creek, and into privately owned property at 1400 S 4th St. The new alignment will require an easement to facilitate the access to construct and maintain the gas main running through 601 S Maple Ave. ALTERNATIVES: 1. Set August 26, 2025, as the date of public hearing to consider the attached easements creating legal access for Alliant Energy to construct and maintain the proposed gas main through 601 S Maple Ave. 2. Do not set a hearing date. CITY MANAGER'S RECOMMENDED ACTION: The approval of the easement will resolve the conflict that the proposed construction on the South 4th Street pedestrian bridge. The re-alignment of the main will make it so any future bridge construction will not conflict with the gas main. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative #1, as described above. ATTACHMENT(S): City of Ames Easement Appoved Alliant & City Ames Legal.pdf Easement Exhibit_601 S. Maple Ave_.pdf Signed Easement by Alliant.pdf Alliant Gas Pipeline Easement Map.pdf 75 ECRM263562 Rev. 2 01/13 Page 1 Prepared By: Heather Dee - Interstate Power and light Company – PO Box 351, Cedar Rapids, IA 52406 (319) 786-4514 Legal description: See page __4_____. Return To: Courtland Smith, Mi-Tech Services, Inc. 2815 100th St., #310, Urbandale, IA, (515) 210-7619 SAVE ABOVE THIS LINE FOR RECORDER GAS PIPELINE EASEMENT For and in consideration of the sum of One Dollar ($1.00) and other valuable consideration, the receipt of which is hereby acknowledged, City of Ames (“Grantor(s)”), an Iowa municipal corporation (ADDRESS 515 Clark Avenue, Ames, Iowa) do(es) hereby warrant and convey unto Interstate Power and Light Company, an Iowa Corporation, its successor and assigns, (“Grantee”), a perpetual easement with the right, privilege and authority to construct, reconstruct, maintain, operate, repair, patrol and remove a pipeline or lines for the transportation and distribution of gas, steam and other substances, consisting of necessary fixtures, equipment and for communication and electrical controls, including the necessary appurtenances under and on the surface of the ground used, -upon, under, over and across the following described lands located in the County of Story, and the State of Iowa (the “Easement Area”): Part of Lot 12 Keigley’s Addition to the City of Ames as described in full on the Exhibit “A” attached hereto on page 4. , together with all the rights and privileges for the full enjoyment or use thereof for the aforesaid purpose. This grant of easement is subject to the following additional terms: Grantor may use the Easement Area for any purpose that does not interfere with Grantee’s rights granted in this easement. Grantee, its contractor or agent, may enter said premises for the purpose of making surveys and preliminary estimates immediately upon the execution of this easement and shall minimize disruption to Grantor’s use and operations upon the property. The Grantor(s) also grants to the Grantee the right of ingress and egress to said line or lines from adjacent public rights of way for the purpose of constructing, reconstructing, maintaining, operating, patrolling, repairing and removing said line or lines, and the Grantee agrees to pay to the Grantor(s) or its tenants all damages done to the lands (except the cutting and trimming of trees or other vegetation), including crops, field tiles, terraces, fences, equipment or livestock of the Grantor(s) or its tenants, by the Grantee or its employees while constructing, reconstructing, patrolling or repairing said line or lines. Grantor(s) also conveys the right and privilege to trim, cut down or control the growth of any trees or other vegetation which may, in the judgment of the Grantee, interfere with the construction, reconstruction, maintenance, operation, repair or the use of said line or lines. 76 ECRM263562 Rev. 2 01/13 Page 2 The grant of this easement is to Grantee only and cannot be assigned in whole or in part to any other party without the written consent of the Grantor. To the extent allowable by law, Grantee shall indemnify and hold harmless the City of Ames, its officers, employees and agents harmless from any claims, liabilities, damages, fines and expenses arising from the fixtures, equipment, lines and other components placed by Grantee in the Easement Area or arising from Grantee’s use of the Easement Area as contemplated by this agreement, or from any tort arising from the acts or omissions of Grantee or its officers, employees or agents, provided, however, that in no event shall Grantee indemnify Grantor for claims to the extent arising out of the negligent acts or omissions of Grantor, its officers, employees or agents. 77 ECRM263562 Rev. 2 01/13 Page 3 Signed this day of , 20 . GRANTOR(S) City of Ames, Iowa By: By: ALL PURPOSE ACKNOWLEDGMENT STATE OF ) COUNTY OF ) ss: On this day of , AD. 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared to me personally known or provided to me on the basis of satisfactory evidence to be the persons(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. NOTARY SEAL (Sign in Ink) (Print/type name) Notary Public in and for the State of CAPACITY CLAIMED BY SIGNER INDIVIDUAL CORPORATE Title(s) of Corporate Officers(s): N/A Corporate Seal is affixed No Corporate Seal procured PARTNER(s) Limited Partnership General Partnership ATTORNEY-IN-FACT EXECUTOR(s), ADMINISTRATOR(s), or TRUSTEE(s): GUARDIAN(s) or CONSERVATOR(s) OTHER SIGNER IS REPRESENTING: List name(s) of persons(s) or entity(ies): 78 EXHIBIT "A" LOCATED IN PART OF LOT 12 KEIGLEY'S ADDITION TO THE CITY OF AMES IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10. T. 83 N., R. 24 W., OF THE 5TH P.M. STORY COUNTY, IOWA SHEET 3 OF 3 0 3 0 6 0 1" = 6 0 ' S. M A P L E A V E . SE COR SW 1/4 NE 1/4 SEC. 10 T83N R24W FND 12 RR YPC #17161 SOUTH LINE SW 14 NE 14 N00° 58' 07"W 179.02' N89°53'05"E 182.3'KEIGLEY'S ADDITION CENTER SEC. 10-83 24 FND SPIKE S89° 53' 05"W 258.90' PT. LOT 12 LOT 11 LOT 15 LOT 13 LOT 14 FND 12 RR YPC #17161 S00°58'07"E 15.00'N00° 58'07"W 15.00' 607 S. MAPLE AVE BARBER, MARCIA M ZASTROW, STEVEN RYAN 517 S. MAPLE AVE KOERSELMAN, KONNER L KOERSELMAN, KODY J 511 S. MAPLE AVE AMES, CITY OF 601 S. MAPLE AVEAMES, CITY OF POB 1047.09' S89°53'05"W 182.3' (6 0 ' R O W ) QCD 2019-00450 QCD 2022-07186 (CORRECTED) 1400 S. 4TH ST. BALLARD PROPERTIES LLC SPECIAL WARRANTY DEED 2023-03961 1206 S. 4TH ST. ACA STADIUM VIEW STUDENT HOUSING DST 2815 100TH ST., #310 URBANDALE, IA 50322 PHONE: (920)393-5930 CELL: (515)675-3156 LEGAL DESCRIPTION: EASEMENT AREA BEING A STRIP OF LAND 15 FEET WIDE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SE CORNER OF THE SW 14 OF THE NE 14 OF SECTION 10,T. 83 N., R 24 W. OF THE 5TH P.M., STORY COUNTY, IOWA, THENCE S89° 53' 05"W ALONG THE SOUTH LINE OF THE NE 14 OF SAID SECTION 258.90 FEET; THENCE N00° 58' 07"W 179.02 FEET TO THE POINT OF BEGINNING; THENCE N00° 58' 07"W 15.00 FEET; THENCE N89° 53' 05"E 182.3 FEET TO THE WEST RIGHT OF WAY LINE OF S. MAPLE ST. AS CURRENTLY ESTABLISHED; THENCE S00° 58' 07"E ALONG THE SAID WEST ROW LINE 15.00 FEET; THENCE S89° 53' 05"W 182.3 FEET TO THE POINT OF BEGINNING. 79 80 81 601 South Maple Ave Gas Pipeline Easement Alliant Gas Pipeline Easement Map ¯ IowayCreek IowayCreek S 4 t h S t S 4 t h S t Ames S T O R Y I O W ALocation Map Legend Proposed Gas Main Proposed Gas Pipeline Easement Parcels 0 80 Feet Wednesday, August 6, 2025 82 ITEM #:19 DATE:08-12-25 DEPT:ELEC SUBJECT:COMBUSTION TURBINE CONTROLS UPGRADE&NBSP; COUNCIL ACTION FORM BACKGROUND: The existing controls systems on Combustion Turbines 1 (CT1) and Combustion Turbine 2 (CT2) are outdated and are in need of replacement. The hardware, software, system architecture, and several pieces of instrumentation are antiquated, replacements are difficult to find, and generally the systems no longer reflect best industry practices. Electric Department staff worked with AP4 Energy Services, LLC to develop a specification for acquiring a combined, updated controls system for both Combustion Turbines. During the development of the specification and review of the existing infrastructure, it was also determined the existing motor control center (MCC) for CT1 must be updated. The existing MCC utilizes a proprietary communications protocol that is no longer supported by the manufacturer and replacement parts are difficult to acquire, with only used parts available. The most effective method of replacement is by swapping out the electrical "buckets". Replacement buckets were obtained from the OEM, Eaton, following approval of City Council at the February 13, 2024 meeting. These buckets have been received and will be installed concurrently with the controls update to CT1. With the buckets and supporting documentation delivered, the specification was finalized and prepared for the proposal process. On March 24, 2025, a Request for Proposal document was posted on AmesBids by the City's Purchasing division. On May 15, 2025, three proposals were received. An evaluation team was formed by staff to review proposals. Proposals were evaluated on compatibility, experience, support, the proposed timeline, cost, and the software/hardware solution, which includes reliability and intuitiveness. Vendors did not include sales tax in their pricing. The results of this evaluation are below. VENDOR PRICE POINTS RANK HPI Energy Services Tomball, TX $995,000 365 1 Petrotech, Inc. New Orleans, LA $1,133,881 341 2 Emerson Process Management Freedom, PA $1,994,791 336 3 Presentations were then given by all three vendors. The presentations were evaluated on experience of the project team, implementation plan, usability, and security, and training and support. 83 VENDOR POINTS RANK Petrotech, Inc. New Orleans, LA 451 1 Emerson Process Management Freedom, PA 430 2 HPI Energy Services Tomball, TX 422 3 After evaluating the presentations and combining all the points, the final RFP rank appears below. VENDOR POINTS FINAL RANKING Petrotech, Inc. New Orleans, LA 792 1 HPI Energy Services Tomball, TX 787 2 Emerson Process Management Freedom, PA 766 3 The top two firms, Petrotech, Inc. and HPI Energy Services, are separated by less than 0.7% difference in total points. The second ranked-firm, HPI Energy Services, provided a pricing proposal that was $138,881 less than Petrotech. However, for the qualitative scoring metrics, Petrotech earned higher scores. This is demonstrated in the comparison below: VENDOR PRICE POINTS FROM PRICE POINTS FROM QUALITATIVE FACTORS TOTAL POINTS Petrotech, Inc. New Orleans, LA $1,133,881 66 726 792 HPI Energy Services Tomball, TX $995,000 75 712 787 The City's consultant for the project, AP4, has experience with all three of the companies proposing on the project. AP4 highly recommended Petrotech over others due to their experience as a company and continued history of performing projects within budget and on schedule. Petrotech has extensive experience working on Pratt & Whitney FT4 (GT1) and GE LM2500 (GT2) engines and a comprehensive implementation plan that minimizes outage time. The schedule given in Petrotech’s proposal is the most detailed. Project phases and tasks are broken down on a day-by-day basis and allow for a reasonable amount time for City staff to review submittals. The schedules provided by other companies did not do the same. Petrotech's proposed system offers an open architecture software operated on commonly available industrial computing equipment that is reliable and easy for staff to use. System features like a data historian, trend builder, and control logic builder will help Electric staff 84 reliably operate and maintain the generating assets. Petrotech’s training course provides training materials for more staff than the other companies proposing. Lastly, Petrotech has a 24/7 technical support line available for the life of the controls system, which is included in the price of the proposal. This was not included by other companies. Their solution is cost- effective, secure, and based on common industry practice. Therefore, staff determined that the proposal from Petrotech, Inc., of New Orleans, LA is most acceptable. Staff confirmed that this project is subject to Iowa Sales tax and that Petrotech is licensed to collect and remit Iowa sales tax. Petrotech confirmed that their updated total including sales tax would be $1,213,252.67. The approved FY 2021/22 CIP included $750,000 for controls upgrades and the approved FY 2024/25 CIP included $600,000 for controls upgrades to GT1 and GT2. Additional funds in the amount of $1,500,000 were made available from the Ash Pond project in FY 2023/24. A total of $2,850,000 in funds are available to perform the Combustion Turbine controls upgrades. A project budget is shown below: Expenses: Funding Sources: Design (AP4)$149,670.00 CT Generation Improvements MCC Design (Zachry Group)$96,000.00 2021/22 CIP $750,000 Control Equipment & Installation (This Action, Inclusive of Tax) $1,213,252.67 2023/24 CIP Ash Pond Funds savings $1,500,000 Replacement Buckets (Previous Action)$160,213.56 2024/25 CIP $600,000 Bucket Installation $11,914.45 TOTAL $1,631,050.68 TOTAL $2,850,000 ALTERNATIVES: 1. Award a contract to Petrotech Inc., of New Orleans, LA, for Combustion Turbine Controls Upgrade, in the amount of $1,213,252.67 (inclusive of sales tax) 2. Award a contract to another vendor. 3. Reject all proposals. CITY MANAGER'S RECOMMENDED ACTION: The existing controls systems on Combustion Turbines 1 (CT1) and Combustion Turbine 2 (CT2) are outdated and in need of replacement. The proposed solution from Petrotech, Inc. of New Orleans, LA offers software and hardware that are reliable and easy for staff to use. System features like a data historian and trend builder, control logic builder, and technical support beyond the length of the warranty period will help Electric Department staff reliably operate and maintain the generating assets for many 85 years. Petrotech has extensive experience working on GE LM2500 and Pratt & Whitney FT4 engines and a comprehensive implementation plan that minimizes outage time. Their solution is cost-effective, secure, and based on common industry practice. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No.1 as stated above. 86 ITEM #:20 DATE:08-12-25 DEPT:W&PC SUBJECT:NEW OFFICE FURNITURE FOR THE NEWLY CONSTRUCTED ADMINISTRATION BUILDING AT THE WATER POLLUTION CONTROL FACILITY COUNCIL ACTION FORM BACKGROUND: The newly constructed administration building at the Water Pollution Control Facility requires furnishings. Additionally, an office at the Water Treatment Plant that will be used by the new Control Systems Specialist position that will be filled this fiscal year also needs to be furnished. To take advantage of pricing, the needs were combined for project bidding. On July 22, 2025, bids were received as follows: Bidder Furniture and Installation Cost Staff Estimate $190,000.00 Workspace, Inc. (Iowa Office Interiors), Ames, IA $156,703.99 Indoff Commercial Interiors - Iowa $166,323.00 The cost for the Water Pollution Control Facility furnishings is $150,915.89. Funding is budgeted as part of the $400,000 Owner's Furnishing Allowance in the overall project budget for the WPC Nutrient Reduction Modifications, of which $250,000 was earmarked specifically for this furniture package. The cost for the Water Treatment Plant office furniture is $5,788.10 and will be covered from carry-over savings in other projects. ALTERNATIVES: 1. Award a contract to Workspace, Inc. (Iowa Office Interiors), of Ames, Iowa in the amount of $156,703.99 for new office furniture for Water & Pollution Control. 2. Award a contract to the other bidder. 3. Reject these bids. CITY MANAGER'S RECOMMENDED ACTION: Purchasing new furniture for the administration building at the Water Pollution Control Facility was part of the budgeted project and is designed to provide a better working environment for staff. The unfurnished office at the Water Treatment Plant will provide additional office space for a position that is anticipated to be filled in the fall of 2025. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1 as described above. 87 ITEM #:21 DATE:08-12-25 DEPT:FIRE SUBJECT:CONTRACT FOR FIRE DEPARTMENT TURNOUT GEAR COUNCIL ACTION FORM BACKGROUND: Standardizing turnout gear within the Fire Department enhances firefighter safety, operational efficiency, and long-term cost effectiveness. Consistent gear ensures equal protection, simplifies training and maintenance, and enables more accurate tracking of gear lifespan. For approximately 20 years, the department has used Globe turnout gear. Recognizing advancements in gear design and materials, staff recently determined that a reevaluation of the approach to purchasing turnout gear was necessary. The evaluation process focused on both the composite system (the fabrics that make up the gear) and the new features offered by various manufacturers. The goal was to ensure firefighters are equipped with high-quality, cost-effective gear that balances safety, functionality, and comfort. Staff in the Fire Department conducted a wear trial to gather real-world feedback on fit, mobility, durability, and comfort of various manufacturers' product lines. Turnout gear from four manufacturers was included in the initial wear trial, with the option to evaluate turnout gear from additional manufacturers if proposals were received from vendors not previously identified. The following manufacturers’ turnout gear was included in the wear trial: • Globe • Lion Technology • Innotex • Lakeland The wear trial provided the opportunity for staff to gain familiarity with each manufacturer's products on the basis of: • Composite system options (outer shell, moisture barrier, thermal barrier) • Total Heat Loss (THL) and Thermal Protective Performance (TPP) • Comfort, mobility, weight, and bulk • Customization options • Vendor responsiveness and customer service • Warranty coverage and overall quality Staff utilized the information from the wear trial to develop the desired criteria for a Request for Proposals (RFP). On May 20, 2025, an RFP was issued for a contract for the purchase of firefighter turnout gear. Proposals were due on June 10, 2025. A total of five vendors submitted proposals. An evaluation committee composed of Fire Department staff reviewed the proposals based on several criteria: suitability for Fire Department needs, quality and durability, vendor service capability, and cost. The following table summarizes the overall rankings and cost proposals: 88 Rank Company Turnout Gear Cost per Set 1 Dinges Fire Company (Amboy, IL)$4,175.00 2 MacQueen Equipment Group (Saint Paul, MN)$3,952.33 3 Conway Shield (New Berlin, WI)$3,650.00 4 Feld Fire Equipment (Carroll, IA)$3,490.00 5 Crewboss PPE (Eugene, OR)Did not submit costs with proposal The proposal from Crewboss PPE did not contain pricing, delivery timelines, and warranty information, and did not meet the minimum number of composite system options, and was therefore deemed non-responsive. After review, it was determined that the Lion V-Force turnout gear proposed by Dinges Fire Company best met the department’s operational and safety needs. The selected composite system is as follows: • Outer Shell: Armor AP • Moisture Barrier: Glide Ice Nano • Thermal Barrier: Crosstech Black This combination provides a THL rating of 292.5 and a TPP rating of 40, offering excellent breathability and heat protection. Dinges received the highest overall evaluation score in large part due to high scores for quality and durability, fast turnaround times for new gear and repairs managed by Dinges directly rather than a third party, and full coverage of all freight and handling costs, including those associated with both warranty and non-warranty repairs. The initial contract term would be from August 1, 2025 through July 31, 2026 with the option to renew the contract for four additional 12-month terms. The Fire Department estimates it will purchase 17 sets of turnout gear in the initial year of the contract, with additional gear sets purchased in future years as needed to replace worn gear and equip new personnel. The total Year 1 cost with Dinges Fire Company, providing Lion Technology turnout gear, is $70,975. This amount includes all equipment costs as well as freight and handling charges. Funding for this purchase is available in the amount of $80,281.47, of which $9,306.47 is from the FY 2025/26 Fire Safety Clothing/Gear Budget, and $70,975 is in Fire Department funds being carried over from FY 2024/25. ALTERNATIVES: 1. Approve the award of a contract with Dinges Fire Company, Amboy, IL, for firefighter turnout gear in the amount of $70,975. 2. Direct staff to award a contract for firefighter turnout gear to one of the other companies that submitted a proposal. 3. Do not award a contract for firefighter turnout gear. 89 CITY MANAGER'S RECOMMENDED ACTION: Fire Department staff recommends approval to purchase Lion V-Force turnout gear from Dinges Fire Company based on a comprehensive evaluation process, including field wear trials and a formal request for proposal process. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative No. 1, as described above. 90 To:Mayor and City Council From:City Clerk's Office Date:August 12, 2025 Subject:Contract and Bond Approval Item No. 22 MEMO There is no Council Action Form for the CyRide Facility Fire Suppression Improvement Project with Henkel Construction Company of Ames, Iowa, in the amount of $227,600. City Council approval of the contract and bond for the project is simply fulfilling a State Code requirement. City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 91 ITEM #:23 DATE:08-12-25 DEPT:ELEC SUBJECT:ELECTRIC DEPARTMENT STEEL LIGHT POLE AND MATERIALS PURCHASE COUNCIL ACTION FORM BACKGROUND: This contract is for the purchase of steel light pole components necessary to meet the anticipated needs of the City's electric distribution system. These poles and materials are kept on hand to ensure availability, enabling staff to quickly make repairs and maintain or restore utility services. Staff issued a Request for Quotation (RFQ) for the restocking of steel light poles. On July 22, 2025, bids were received as follows: RESPONDING SUPPLIER LINE 1 SHIMS LINE 2 BRACKETS LINE 3 POLES RESPONSE TOTAL (inclusive of tax) RESCO of Ankeny, IA $374.50 $2,646.91 $53,724.70 $ 56,746.11 Fletcher Reinhardt Company of Cedar Rapids, IA $353.10 $2,703.89 $54,297.15 $ 57,405.50 Border States of Ames, IA $347.75 $2,755.25 $54,570.00 $ 57,638.76 WESCO Distribution of Des Moines, IA $363.80 $2,856.90 $54,587.12 $ 57,790.70 Power Line Supply of Williamsburg, IA NO BID $3,343.75 NO BID $ 3,343.75 (BID LINE 2 ONLY) Electric Distribution Material Bids are evaluated to purchase components at the best price available. Staff determined the lowest responsive, responsible bid for all components from RESCO of Ankeny, IA in the amount of $56,746.11 to be acceptable. There is no budgeted amount for this purchase. The materials will be placed into inventory, where it will be charged to each specific project as the material is put into service. ALTERNATIVES: 1. Award the contract to RESCO of Ankeny, Iowa, for the purchase of shims, brackets, and steel light poles for Electric Services in the amount of $56,746.11. 2. Direct staff to award the contract to another bidder. 3. Reject the bids. 92 CITY MANAGER'S RECOMMENDED ACTION: These light poles and components are necessary to meet the anticipated needs of the City's electric distribution system and are kept on hand to ensure availability, enabling staff to quickly make repairs and maintain or restore utility services. Alternative 1 provides the necessary components at the best price. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. 93 ITEM #:24 DATE:08-12-25 DEPT:PW SUBJECT:IDOT DETOUR AGREEMENT FOR US 30 PAVEMENT PROJECT COUNCIL ACTION FORM BACKGROUND: The Iowa Department of Transportation (DOT) has scheduled a 2026 construction project in the eastbound lanes of US 30 in Ames between South Duff Avenue to South Dayton Avenue. To complete the construction project, the eastbound interchange ramps along US 30 will be temporarily closed between April 1 and November 15, 2026. To accommodate traffic during construction, the DOT has proposed detouring vehicles onto local roads. The City has been asked to enter into an Agreement for Use of Local Agency Roads as Detours (attached). The designated detour route includes SE 16th Street from US 69 to South Dayton Avenue, and South Dayton Avenue from SE 16th Street to US 30. The closure and detours are marked on the attached agreement. According to the agreement: The DOT will maintain the detour route during the closure period and provide all required traffic control devices per the Manual on Uniform Traffic Control Devices (MUTCD). The DOT and Engineers from the City will jointly inspect the condition of the detour route prior to construction. The DOT will compensate the City or restore the local roads to their original condition if excessive wear or damage occurs due to the detour, following DOT Policy 600.05 and Iowa Code Sections 313.28 and 313.29. No pre-detour maintenance is planned. The City has the option to disallow oversize/overweight loads, and the DOT will be responsible for routing such traffic if permitted. The Public Works Traffic Division will continually monitor and adjust signal timings as needed during the detour period. This project is expected to be bid by the DOT this fall. Once a contractor has been awarded the contract, City staff will learn more about the project timing and efforts that can be undertaken to accommodate the particularly heavy traffic in this area related to ISU football game days. ALTERNATIVES: 1. Approve the attached Detour Agreement with Iowa Department of Transportation for PCC Pavement - Grade and New project. 2. Do not approve the detour agreement. 94 CITY MANAGER'S RECOMMENDED ACTION: The proposed detour is necessary to allow the Iowa DOT to complete construction activities on US 30 while providing the most effective management of traffic during the construction period. While public notification will be the responsibility of the Iowa DOT, the City will assist with public awareness efforts. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): US 30 Interchange Ramp Detours.pdf 95 IOWA DEPARTMENT OF TRANSPORTATION DISTRICT 1 1020 South 4th Street Ames, IA 500101 515-239-1635 www.iowadot.gov July 24, 2025 Ref: 2308 Project No.: NHSX-030-5(304)--3H-85 PIN No.: 19-85-030-020 Mindy Bryngelson, P.E. Municipal Engineer 515 Clark Ave. Ames, IA 50010 Subject: US 30 PCC Pavement - Grade and New Project Detour Agreement with City of Ames Dear Mindy: The Iowa Department of Transportation has scheduled a PCC Pavement - Grade and New project for US 30 S Duff Ave to S Dayton Ave in Ames (EB). Interchange Ramps along US 30 will need to be closed in order to complete the project. Construction will occur in calendar year 2026, and the closure is estimated to be from April 1 to November 15. During the project, US 30 ramp traffic will be detoured as indicated on the enclosed maps. This detour will include local agency roads and requires an Agreement for Use of Local Agency Roads as Detours. If this is agreeable, please return a signed copy of the enclosed agreement. Upon receipt, the DOT portion will be completed, and a fully signed copy will be returned for your records. If you have any questions, please contact me at 515-239-1194 or Benjamin.Adey@iowadot.us. Sincerely, Benjamin Adey District 1 - South Area Engineer Enclosure cc: Jeremey Vortherms, IA DOT, District 1 File 96 Form 810012 (07-21) AGREEMENT FOR DOT-INITIATED DETOUR OF PRIMARY HIGHWAYS ONTO LOCAL ROADS This Agreement is entered into by and between the Iowa Department of Transportation, hereinafter known as the DOT; and the City of Ames City Council County Board of Supervisors, hereinafter known as the Local Public Agency (LPA). WHEREAS, the DOT, hereinafter known as DOT, has determined the necessity to temporarily close primary highway US 30 EB Ent. Loop from US 69 to US 30 for the purpose of construction, reconstruction, maintenance, natural disasters, or other emergencies that are 48 hours or longer (incident management temporary detours are covered under a separate detour agreement (Form 810076)); and WHEREAS, it is necessary to provide a detour for the primary highway closure period; and WHEREAS, the LPA agrees to permit the use of its roads as a detour, more particularly described as follows: On SE 16th St, from US 69 to S Dayton Ave; On S Dayton Ave, from SE 16th St to US 30; ; and WHEREAS, Authorized representatives of both the DOT and the LPA have jointly inspected and documented the condition of the proposed detour to reasonably reflect the condition of the roadway base, surface, shoulders and bridges; and WHEREAS, the DOT has reviewed and inspected the bridges on the detour, if applicable. The LPA will will not allow oversize and/or overweight loads. The DOT shall approve the routing of overweight vehicles on the detour route, up to the limits specified by the LPA; and WHEREAS, the DOT agrees to perform the following pre-detour maintenance, if any: None ; and WHEREAS, the DOT agrees to maintain the detour and provide all traffic control devices required by the Manual of Uniform Traffic Control Devices (MUTCD), as adopted by the DOT pursuant to 761 IAC 130, including the marking of no-passing zones during the period the local agency road(s) and structure(s) are being utilized as a primary road detour; and WHEREAS, Prior to revocation of the detour, the DOT shall follow Iowa DOT Policy 600.05 for detour compensation of the LPA, and when requested by the LPA, either restore the local agency road to as good of condition as it was prior to its designation as a temporary primary road, or adequately compensate the local agency for excessive traffic or damage upon the local agency road during the period it was used as a temporary primary road, in accordance with Section 313.28 or Section 313.29 of the Iowa Code and Iowa DOT Policy 600.05; and WHEREAS, The detour period is estimated to begin April 1, 2026 and end November 15, 2026 ; and (date) (date) WHEREAS, the parties agree to the following additional provisions, if any: None NOW, THEREFORE, BE IT AGREED that the described road be used as a detour under stipulations outlined above. IN WITNESS WHEREOF, The parties hereto have caused this agreement to be executed by proper officers thereunto duly authorized as of the dates below indicated. District Engineer (or designee) Iowa Department of Transportation Date City representative Date Printed name and title of city representative County representative Date Printed name and title of county representative 97 Detour Direction Detour Route Ramp Closure skoontz09:23:31 pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\8503002019\Design\(304) - Grade and New (Eastbound)\SHT_85030304_J33.dgn DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY 27/06/2025 ENGLISHFILE NO. S K E L L O G G S 17TH ST S 16TH ST S H I G H A V E SE 16TH ST CHESTNUT BU C K E Y E A V E AIRPORT RD S D U F F A V E CIR CRYSTAL ST ST CI R TURQ UO ISE ONYX CIR EM E R A L D D R DIAMOND SE 16TH ST Ames Municipal Airport AIRPO RT DR OPAL CIR CI R SA P P H I R E S D A Y T O N A V E DR SE 18TH ST AVE BILLY SUNDAY RD KITTY HAWK DR PATRICIA CRYSTAL ST RUBY CT ONYX ST CT AV E S S B E L L A V E HYATT CIR S D A Y T O N P L AI R P O R T C T ASPEN RIDGE RD HARCOURT DIAMON D TOPAZ FRO NTAGE RD ISAAC NEWTON AS P E N DR LD E N GO GR A N D A V E Ioway Creek Skunk R iver 30 DETOUR ROUTE DUFF AVE LOOP F INTERSTATE 35 DETOURDETOUR DETOURDETOURDETOUR END DETOUR 48" x 30" R11-2 ROAD CLOSED 1 48" x 48" W20-2DETOUR AHEAD SIGN CUSTOM M1-4, 24" X 24" M4-3, 24" X 12" M3-2, 24" X 12" M5-1R, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-1R, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-3, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M5-1L, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-1L, 21" X 15" 24" X 18" M4-8A 2 3 4 5 6 7 8 9 RAMP CLOSED FOLLOW DETOUR EA ST 30M1-4, 24" X 24"M1-4, 24" X 24"M1-4, 24" X 24"M1-4, 24" X 24"30 30 30 30 ASTEASTEASTE ASTE ASTE 1 2 ST 5 6 S DAYTO N AVE 9 8 1 5 30 500' 50 0 ' 50 0 ' 50 0 ' 500' - Sign Placement Not to Scale - for Additional Safety Closure and Sign Layouts Refer to Traffic Control Plan Sheets Duff Ave Ramp C Duff Ave Ramp A Duff Ave Ramp D Loop F Duff Ave B pmaR evA ffuD B pmaR evA notyaD C pmaR evA notyaD A pmaR evA notyaD D pmaR evA notyaD 7 WHKS & CO.STORY NHSX-030-5(304)--3H-85 J.36 3 4 500' 3 4 2 98 Form 810012 (07-21) AGREEMENT FOR DOT-INITIATED DETOUR OF PRIMARY HIGHWAYS ONTO LOCAL ROADS This Agreement is entered into by and between the Iowa Department of Transportation, hereinafter known as the DOT; and the City of Ames City Council County Board of Supervisors, hereinafter known as the Local Public Agency (LPA). WHEREAS, the DOT, hereinafter known as DOT, has determined the necessity to temporarily close primary highway US 30 EB Ent. Ramp from US 69 to US 30 for the purpose of construction, reconstruction, maintenance, natural disasters, or other emergencies that are 48 hours or longer (incident management temporary detours are covered under a separate detour agreement (Form 810076)); and WHEREAS, it is necessary to provide a detour for the primary highway closure period; and WHEREAS, the LPA agrees to permit the use of its roads as a detour, more particularly described as follows: On SE 16th St, from US 69 to S Dayton Ave; On S Dayton Ave, from SE 16th St to US 30; ; and WHEREAS, Authorized representatives of both the DOT and the LPA have jointly inspected and documented the condition of the proposed detour to reasonably reflect the condition of the roadway base, surface, shoulders and bridges; and WHEREAS, the DOT has reviewed and inspected the bridges on the detour, if applicable. The LPA will will not allow oversize and/or overweight loads. The DOT shall approve the routing of overweight vehicles on the detour route, up to the limits specified by the LPA; and WHEREAS, the DOT agrees to perform the following pre-detour maintenance, if any: None ; and WHEREAS, the DOT agrees to maintain the detour and provide all traffic control devices required by the Manual of Uniform Traffic Control Devices (MUTCD), as adopted by the DOT pursuant to 761 IAC 130, including the marking of no-passing zones during the period the local agency road(s) and structure(s) are being utilized as a primary road detour; and WHEREAS, Prior to revocation of the detour, the DOT shall follow Iowa DOT Policy 600.05 for detour compensation of the LPA, and when requested by the LPA, either restore the local agency road to as good of condition as it was prior to its designation as a temporary primary road, or adequately compensate the local agency for excessive traffic or damage upon the local agency road during the period it was used as a temporary primary road, in accordance with Section 313.28 or Section 313.29 of the Iowa Code and Iowa DOT Policy 600.05; and WHEREAS, The detour period is estimated to begin April 1, 2026 and end November 15, 2026 ; and (date) (date) WHEREAS, the parties agree to the following additional provisions, if any: None NOW, THEREFORE, BE IT AGREED that the described road be used as a detour under stipulations outlined above. IN WITNESS WHEREOF, The parties hereto have caused this agreement to be executed by proper officers thereunto duly authorized as of the dates below indicated. District Engineer (or designee) Iowa Department of Transportation Date City representative Date Printed name and title of city representative County representative Date Printed name and title of county representative 99 Detour Direction Detour Route Ramp Closure skoontz09:23:31 pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\8503002019\Design\(304) - Grade and New (Eastbound)\SHT_85030304_J33.dgn DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY 27/06/2025 ENGLISHFILE NO. S K E L L O G G S 17TH ST S 16TH ST S H I G H A V E SE 16TH ST CHESTNUT ST BU C K E Y E A V E AIRPORT RD S D U F F A V E CIR CRYSTAL ST ST CI R TURQ UO ISE ONYX CIR EM E R A L D D R DIAMOND SE 16TH ST Ames Municipal Airport AIRPO RT DR OPAL CIR CI R SA P P H I R E S D A Y T O N A V E DR SE 18TH ST AVE BILLY SUNDAY RD KITTY HAWK DR PATRICIA CRYSTAL ST RUBY CT ONYX ST CT AV E S S B E L L A V E HYATT CIR S D A Y T O N P L AI R P O R T C T ASPEN RIDGE RD HARCOURT DIAMON D TOPAZ FRO NTAGE RD ISAAC NEWTON AS P E N DR LD E N GO GR A N D A V E Ioway Creek Skunk R iver 30 DETOUR ROUTE DUFF AVE RAMP D INTERSTATE 35 DETOUR DETOUR DETOURDETOURDETOUR END DETOUR 48" x 30" R11-2 ROAD CLOSED 1 48" x 48" W20-2DETOUR AHEAD SIGN CUSTOM M1-4, 24" X 24" M4-3, 24" X 12" M3-2, 24" X 12" M5-1L, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-1L, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-3, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M5-1R, 21" X 15" M4-3, 24" X 12" M3-2, 24" X 12" M6-1R, 21" X 15" 24" X 18" M4-8A 2 3 4 5 6 7 8 9 RAMP CLOSED FOLLOW DETOUR EA ST 30 M1-4, 24" X 24"M1-4, 24" X 24"M1-4, 24" X 24"M1-4, 24" X 24"30 30 30 30 ASTE ASTE ASTE ASTE ASTE 1 2 3 4 4 5 S DAYTO N AVE 6 7 8 9 30 50 0 ' 40 0 ' 10 0 ' 50 0 ' - Sign Placement Not to Scale - for Additional Safety Closure and Sign Layouts Refer to Traffic Control Plan Sheets Duff Ave Ramp C Duff Ave Ramp A Duff Ave Ramp D Loop F Duff Ave B pmaR evA ffuD B pmaR evA notyaD C pmaR evA notyaD A pmaR evA notyaD D pmaR evA notyaD WHKS & CO.STORY NHSX-030-5(304)--3H-85 J.35 5 3 100 Form 810012 (07-21) AGREEMENT FOR DOT-INITIATED DETOUR OF PRIMARY HIGHWAYS ONTO LOCAL ROADS This Agreement is entered into by and between the Iowa Department of Transportation, hereinafter known as the DOT; and the City of Ames City Council County Board of Supervisors, hereinafter known as the Local Public Agency (LPA). WHEREAS, the DOT, hereinafter known as DOT, has determined the necessity to temporarily close primary highway US 30 Exit Ramp from US 30 to Dayton Ave for the purpose of construction, reconstruction, maintenance, natural disasters, or other emergencies that are 48 hours or longer (incident management temporary detours are covered under a separate detour agreement (Form 810076)); and WHEREAS, it is necessary to provide a detour for the primary highway closure period; and WHEREAS, the LPA agrees to permit the use of its roads as a detour, more particularly described as follows: On SE 16th St, from US 69 to S Dayton Ave; ; and WHEREAS, Authorized representatives of both the DOT and the LPA have jointly inspected and documented the condition of the proposed detour to reasonably reflect the condition of the roadway base, surface, shoulders and bridges; and WHEREAS, the DOT has reviewed and inspected the bridges on the detour, if applicable. The LPA will will not allow oversize and/or overweight loads. The DOT shall approve the routing of overweight vehicles on the detour route, up to the limits specified by the LPA; and WHEREAS, the DOT agrees to perform the following pre-detour maintenance, if any: None ; and WHEREAS, the DOT agrees to maintain the detour and provide all traffic control devices required by the Manual of Uniform Traffic Control Devices (MUTCD), as adopted by the DOT pursuant to 761 IAC 130, including the marking of no-passing zones during the period the local agency road(s) and structure(s) are being utilized as a primary road detour; and WHEREAS, Prior to revocation of the detour, the DOT shall follow Iowa DOT Policy 600.05 for detour compensation of the LPA, and when requested by the LPA, either restore the local agency road to as good of condition as it was prior to its designation as a temporary primary road, or adequately compensate the local agency for excessive traffic or damage upon the local agency road during the period it was used as a temporary primary road, in accordance with Section 313.28 or Section 313.29 of the Iowa Code and Iowa DOT Policy 600.05; and WHEREAS, The detour period is estimated to begin April 1, 2026 and end November 15, 2026 ; and (date) (date) WHEREAS, the parties agree to the following additional provisions, if any: None NOW, THEREFORE, BE IT AGREED that the described road be used as a detour under stipulations outlined above. IN WITNESS WHEREOF, The parties hereto have caused this agreement to be executed by proper officers thereunto duly authorized as of the dates below indicated. District Engineer (or designee) Iowa Department of Transportation Date City representative Date Printed name and title of city representative County representative Date Printed name and title of county representative 101 Detour Direction Detour Route Ramp Closure S K E L L O G G S 17TH ST S 16TH ST S H I G H A V E SE 16TH ST CHESTNUT ST BU C K E Y E A V E AIRPORT RD S D U F F A V E CIR CRYSTAL ST ST CI R TURQ UO ISE ONYX CIR EM E R A L D D R DIAMOND SE 16TH ST Ames Municipal Airport AIRPO RT DR OPAL CIR CI R SA P P H I R E S D A Y T O N A V E DR SE 18TH ST AVE BILLY SUNDAY RD KITTY HAWK DR PATRICIA CRYSTAL ST RUBY CT ONYX ST CT AV E S DAYTO N AVE S B E L L A V E HYATT CIR S D A Y T O N P L AI R P O R T C T ASPEN RIDGE RD HARCOURT DIAMON D TOPAZ FRO NTAGE RD ISAAC NEWTON AS P E N DR LD E N GO GR A N D A V E Ioway Creek Skunk R iver DETOUR ROUTE DAYTON AVE RAMP B 30 INTERSTATE 35 DAYTON AVE RAMP CLOSED FOLLOW DETOUR DETOUR DAYTON AVE ORTHN DETOUR ORTHN DETOUR DETOUR ORTHNORTHN DETOUR ORTHN DETOUR ORTHN DETOUR ORTHN END DETOUR 1 48" x 48" W20-2DETOUR AHEAD SIGN CUSTOM CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M5-2R, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M6-2R, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M5-1L, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M6-1L, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M6-3, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M5-1R, 21" X 15" CUSTOM SIGN M4-3, 24" X 12" M3-1, 24" X 12" M6-1R, 21" X 15" 24" X 18" M4-8A 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 10 7 DAYTON AVE DAYTON AVE DAYTON AVE DAYTON AVE DAYTON AVE DAYTON AVE 1000' 500' 50 0 ' 1000'500'Duff Ave Ramp D Duff Ave Ramp A Loop F Duff Ave B pmaR evA ffuD Duff Ave Ramp C B pmaR evA notyaD - Sign Placement Not to Scale - for Additional Safety Closure and Sign Layouts Refer to Traffic Control Plan Sheets A pmaR evA notyaDC pmaR evA notyaD D pmaR evA notyaD skoontz09:23:29 pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\8503002019\Design\(304) - Grade and New (Eastbound)\SHT_85030304_J33.dgn DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY 27/06/2025 ENGLISHFILE NO. WHKS & CO.STORY NHSX-030-5(304)--3H-85 J.34 9 102 ITEM #:25 DATE:08-12-25 DEPT:PW SUBJECT:AGREEMENT WITH IOWA DOT FOR SANITARY SEWER RELOCATION COUNCIL ACTION FORM BACKGROUND: The Iowa Department of Transportation (DOT) has scheduled a project for the 2026 construction season along eastbound US Highway 30, from South Duff Avenue to South Dayton Avenue in Ames. As part of this project, the eastbound entrance ramps from South Duff Avenue to US 30 will be reconstructed and realigned further south, bringing the new alignment closer to the Hunziker Youth Sports Complex access road. A sanitary sewer main, originally constructed in 1963, currently runs parallel to the existing eastbound ramp and serves approximately 150 acres of commercial property south of Highway 30. This main lies within the DOT right-of-way (ROW) under an existing permit. The proposed roadway improvements will result in three manholes falling within the new pavement section, with a fourth requiring grade adjustment. DOT policy prohibits utility structures within pavement sections on high-speed roadways due to safety concerns, necessitating relocation of the sewer main at the City’s expense. The DOT has prepared a Preconstruction Agreement (attached) that allows the sanitary sewer relocation to be included in the overall DOT project plans and bid through the DOT letting process. By including the sanitary sewer relocation with the DOT project, the City can take advantage of mobilization and other related utility work associated with the DOT's project. The City will be responsible for design, inspection, and final approval of the sanitary sewer work. The DOT's contractor will perform the sewer relocation and the City will be billed for these project components upon completion, in accordance with the Agreement’s reimbursement provisions. Unallocated Sanitary Sewer Funds are available to cover the estimated cost of this project. Program Revenue Expenses Sewer Utility Fund Balance $450,000 Construction $400,000 Engineering/Administration (Est.) $50,000 Total $450,000 $450,000 ALTERNATIVES: 1. Approve the Preconstruction Agreement with the Iowa Department of Transportation for the sanitary sewer relocation with the PCC Pavement - Grade and New project. 2. Do not approve the Preconstruction Agreement and direct staff to review other alternatives. 103 CITY MANAGER'S RECOMMENDED ACTION: Relocating the sanitary sewer structures outside of the Iowa DOT’s right-of-way will enhance roadway ride quality, reduce the risk of damage to the sanitary sewer from snow removal operations, and improve safety for City staff performing routine maintenance. The proposed Preconstruction Agreement facilitates coordination with the broader highway reconstruction project while ensuring the sanitary sewer improvements meet City design and construction standards. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): US 30 Sanitary Sewer Relocation Map.pdf Preconstruction Agreement.pdf 104 M© City of Ames, Iowa makes no warranties, expressed or implied, including without limitation, any warranties of merchantability or fitness for a particular purpose. In no event shall the City of Ames be liable for lost profits or any consequential or incidental damages caused by the use of this map. 1:2,042 US 30 Sanitary Sewer Relocation X -----X -----X -----X ----- X -----X -----X -----X -----X -----X ----- RELOCATED SANITARY SEWER ABANDON EXISTING SANITARY SEWER 105 June 2025 2026-4-007_Ames 1 IOWA DEPARTMENT OF TRANSPORTATION Preconstruction Agreement For Primary Road Project This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter designated "DOT”, and the city of Ames, Iowa, a Local Public Agency, hereinafter designated "LPA”, in accordance with Iowa Code Chapters 28E, 306, 306A and 313.4 as applicable; The DOT proposes to establish or make improvements to U.S. 30 within Story County, Iowa; and The DOT and the LPA are willing to jointly participate in said project, in the manner hereafter provided; and Therefore, it is agreed as follows: 1. Project Information a. The DOT shall design, let, and inspect construction of the following described project in accordance with the project plans and DOT Standard Specifications: Portland cement concrete (PCC) pavement, grade and new, on eastbound U.S. 30 from South Duff Avenue to South Dayton Avenue. See Exhibit A for project location. b. As part of the project, the LPA has requested relocation of sanitary sewer within the city of Ames all which shall be at no cost to the DOT. See Exhibit B for estimated costs of the sanitary sewer relocation work. c. Upon completion of construction, the LPA agrees to retain ownership and jurisdiction of the following referenced improvements as identified below. The LPA shall also assume responsibility for all future maintenance operations associated therewith, all at no additional expense or obligation to the DOT: i. All sanitary sewers and structures constructed as part of the project. 2. Project Costs a. The LPA shall reimburse the DOT for its share of the project costs estimated at $400,000, as shown in Exhibit B. The amount paid by the LPA upon completion of construction and billing by the DOT shall be determined by the actual quantities in place and the accepted bid at the contract letting. b. The DOT shall bear all costs except those allocated to the LPA under other terms of this Agreement. 3. Traffic Control a. U.S. 30 through-traffic shall be maintained during the construction. 4. Right of Way and Permits a. The LPA shall be responsible for obtaining any necessary permits related to the sanitary sewer work from the DOT, such as the Work Within the Right of Way Permit, Access Connection/Entrance 106 June 2025 2026-4-007_Ames 2 Permit, Utility Accommodation Permit, Application for Approval of a Traffic Control Device, or other construction permits required for the project prior to the start of construction. Neither the approval of funding nor the signing of this Agreement shall be construed as approval of any required permit from the DOT. b. The LPA shall obtain all project permits and/or approvals related to the sanitary sewer work, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, and/or other State or Federal agencies as may be required. c. Subject to the provisions hereof, the LPA, in accordance with 761 Iowa Administrative Code Chapter 150.3(1)c and 150.4(2), shall remove or cause to be removed (within the corporate limits) all encroachments or obstructions located in the existing primary highway right of way. The LPA shall also prevent the erection and/or placement of any structure or obstruction within said right of way, or any additional right of way which is acquired for this project, including, but not limited to, private signs, buildings, pumps, and parking areas. d. The DOT shall be responsible for the coordination of utility facility adjustments for the primary road project. e. The LPA agrees to relocate all city-owned utilities necessary for construction, which are located within the existing street or alley right of way, subject to the approval of and without expense to the DOT in accordance with 761 Iowa Administrative Code Chapter 150.4(5) and the DOT Utility Accommodation Policy. f. With the exception of service connections, no new or future utility occupancy of project right of way, nor any future relocations of or alterations to existing utilities within said right of way, shall be permitted or undertaken by the LPA without the prior written approval of the DOT. All work shall be performed in accordance with the DOT Utility Accommodation Policy and other applicable requirements of the DOT. 5. Construction and Maintenance a. Upon completion of the project, no changes in the physical features thereof shall be undertaken or permitted without the prior written approval and consent of the DOT. b. Future maintenance of the primary highway within the project area shall be carried out in accordance with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150. 6. General Provisions a. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project, and the FIS is modified, amended, or revised in an area affected by the project after the date of this Agreement, the LPA shall provide notice of the modification, amendment, or revision to the DOT within 14 calendar days of the LPA’s receipt of a subsequent FIS or modification. If the LPA does not have a detailed FIS for an area which is affected by the proposed Primary Highway project, and the LPA does adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall provide notice of the FIS to the DOT within 14 calendar days. The LPA agrees to defend, indemnify, and hold harmless the DOT from any and all claims, costs, and damages arising from, or related to, the LPA’s failure to timely provide an FIS, and/or FIS modification, to the DOT in accordance with this provision. b. The LPA shall comply with all provisions of the equal employment opportunity requirements prohibiting discrimination and requiring affirmative action to assure equal employment opportunity as required by Title VI of the Civil Rights Act of 1964 and Iowa Code Chapter 216. No person shall, on the grounds of age, race, creed, color, sex, sexual orientation, national origin, religion, pregnancy, or 107 June 2025 2026-4-007_Ames 3 disability, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which State funds are used. c. It is the intent of both (all) parties that no third-party beneficiaries be created by this Agreement. d. If any section, provision, or part of this Agreement is found to be invalid or unconstitutional, such finding shall not affect the validity of the Agreement as a whole, or any section, provision, or part thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the Agreement cannot be fulfilled. e. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s), represents the entire Agreement between the LPA and DOT regarding this project. All previously executed agreements shall remain in effect except as amended herein. Any subsequent change or modification to the terms of this Agreement shall be in the form of a duly executed amendment to this document. IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2026-4-007 as of the date shown opposite its signature below. CITY OF AMES: By: Date , 20___. Title: Mayor I, , certify that I am the Clerk of the City, and that , who signed said Agreement for and on behalf of the City was duly authorized to execute the same on the day of , 20___. Signed: _____________________________ City Clerk of Ames, Iowa IOWA DEPARTMENT OF TRANSPORTATION: By: Date , 20___. Allison Smyth, P.E. District Engineer District 1 108 EXHIBIT A 2026-4-007_Ames10 9 Cost Estimate - US 30 Duff Ramp D Sanitary Sewer Relocation IDOT Item Code IDOT Item Description Quantity Unit Unit Cost Cost 2435-0130148 MANHOLE, SANITARY SEWER, SW-301, 48 IN.2 EACH 18,000.00$ 36,000.00$ 2435-0130210 MANHOLE, SANITARY SEWER, SW-302 MODIFIED 1 EACH 20,000.00$ 20,000.00$ 2435-0600120 INTAKE ADJUSTMENT, MAJOR 1 EACH 3,600.00$ 3,600.00$ 2435-0700010 CONNECTION TO EXISTING MANHOLE 1 EACH 10,000.00$ 10,000.00$ 2499-9999005 CONNECTION TO EXISTING PIPE 2 EACH 5,000.00$ 10,000.00$ 2504-0110012 SANITARY SEWER GRAVITY MAIN, TRENCHED, 12 IN.1260 LF 160.00$ 201,600.00$ 2504-0112236 SANITARY SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 36 IN.20 LF 300.00$ 6,000.00$ 2504-0240236 SANITARY SEWER ABANDONMENT, FILL AND PLUG, LESS THAN OR EQUAL TO 36 IN. DIA.1195 LF 50.00$ 59,750.00$ 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES 2 EACH 3,000.00$ 6,000.00$ 2599-9999005 SANITARY SEWER, TEMPORARY PLUG, 36IN.2 EACH 10,000.00$ 20,000.00$ 2599-9999005 REMOVAL OF UTILITY ACCESS, LINE THROUGH WELL 1 EACH 10,000.00$ 10,000.00$ 2599-9999005 REMOVAL OF UTILITY ACCESS, TOP ONLY, TEMPORARY PLATE 3 EACH 2,000.00$ 6,000.00$ Construction Subtotal 388,950.00$ Construction with Contingency 400,000.00$ EXHIBIT B 2026-4-007_Ames 110 ITEM #:26 DATE:08-12-25 DEPT:PW SUBJECT:2025/26 CONCRETE STREET PAVEMENT IMPROVEMENTS PROGRAM COUNCIL ACTION FORM BACKGROUND: The Concrete Street Pavement Improvements Program is an annual program for the reconstruction or rehabilitation of concrete streets in the Capital Improvement Plan (CIP). The 2025/26 program locations include: Campus Avenue (Lincoln Way to Oakland Street); Sunset Avenue (Ash Avenue to Beach Avenue); and Clark Avenue (Ninth Street to 13th Street). These three streets are anticipated to undergo full-depth concrete replacement and the removal and replacement of the majority of sewer structures. Sunset Avenue and Clark Avenue will also include new 8-inch water mains. Additionally, pedestrian ramps will be reviewed and updated for all locations. Staff initiated a Request for Proposals (RFP) process for professional services for the design and development of plans and specifications for the project. Proposals for this work were received from 14 engineering firms on July 9, 2025. The proposals were evaluated on their qualifications according to the following criteria: Project Understanding, Project Approach, Design Team/Key Personnel, and Previous Experience. The evaluation scores are as follows: Firm Qualifications Score Qualifications Rank Fee WHKS 92.5 1 $321,000 Kirkham 90.3 2 $266,630 CDA 90.2 3 $240,000 MSA 89.8 4 $231,800 Shive 89.7 5 $375,000 Strand 89.2 6 $318,000 HDR 88.5 7 $389,000 HRGreen 87.8 8 $355,500 McClure 87.7 9 $357,690 Snyder 86.5 10 $275,600 AECOM 86.3 11 $359,700 V&K 85.8 12 $329,080 ISG 85.0 13 $311,800 Foth 82.3 14 $370,000 111 WHKS of Ames, Iowa scored highest based on qualifications. Staff has reviewed WHKS' proposed fee of $321,000 and believes it provides the greatest value in terms of services being provided for the project. The proposed fee is near the average for all proposals received and aligns with the proposed scope of work. A summary of revenues and projected expenses for the project is shown below: Funding Source Revenues Expenses GO Bonds $3,800,000 Water System 780,000 Construction (Est.) $3,820,000 Engineering (this action) 321,000 Administration 439,000 TOTAL $4,580,000 $4,580,000 ALTERNATIVES: 1. Approve the professional services agreement with WHKS of Ames, IA, for the 2025/26 Concrete Street Pavement Improvements Program in an amount not to exceed $321,000. 2. Direct staff to negotiate an engineering agreement with another consulting firm. CITY MANAGER'S RECOMMENDED ACTION: Based on staff’s evaluation using the above criteria, WHKS will provide the best value to the City for professional services for the 2025/26 Concrete Street Pavement Improvements program. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. ATTACHMENT(S): 2025-26 Concrete Street Campus Ave.pdf 2025-26 Concrete Street Sunset Dr.pdf 2025-26 Concrete Street Clark Ave.pdf 112 113 114 11 5 ITEM #:27 DATE:08-12-25 DEPT:ELEC SUBJECT:EXCAVATION AND HAULING SERVICES FOR ELECTRIC SERVICES - CHANGE ORDER NO. 1 COUNCIL ACTION FORM BACKGROUND: The Power Plant has a contract to remove Refuse Derived Fuel sluiced ash (“RDF ash”) that builds up in in the settling pond and reduces the available capacity of the pond. This ash must be regularly removed and piled, via excavating or dredging, to a location at the pond site that will allow for it to dry. The dried ash is later hauled to a landfill. City Council awarded a contract on June 10, 2025 to Marshall County Landfill for the disposal of ash. On April 8, 2025, City Council awarded a contract renewal to Wulfekuhle Injection & Pumping, Peosta, IA, for FY 2025/26 Ash Pond Cell Maintenance Services for Electric Services. As part of this contract, Wulfekuhle provided an hourly rate to perform the excavation and unit prices to haul ash. This contract was a renewal of a contract dating to FY 2022/23. When that contract was originally bid, Wulfekuhle's hourly digging price was approximately 71% lower than the other bidder, and the firm's hauling price per-ton was approximately 83% lower than the other bidder. THIS ACTION: The Electric department has a CIP project to clean up the former coal yard. Part of the project includes removing coal residual which is primarily located near the retention basins. The material and methods to excavate coal residual are similar to the methods used in the RDF Ash removal contract that Wulfekuhle currently holds. The coal residual material will be hauled to and disposed of at Marshall County Landfill. Staff estimates that there is approximately 2,000 tons of coal residual to remove. Therefore, Change Order No. 1 for $200,000 is being requested to use the excavation and hauling rates to remove coal residual. Invoices will be based on contract rates for time and materials for services actually received and accepted by the City. The FY 2025/26 CIP budget includes $250,000 for Coal Yard Reclamation. The funding for this change order will come from the Coal Yard Reclamation CIP account. ALTERNATIVES: 1. Approve Change Order No. 1 with Wulfekuhle Injection & Pumping, Peosta, IA, for Excavation and Hauling S e r v i c e s for Electric Services in an amount not-to-exceed $200,000. 2. Do not approve the change order but rather seek separate proposals from companies to remove materials from the coal yard. 116 CITY MANAGER'S RECOMMENDED ACTION: The FY 2025/26 Capital Improvements Plan describes the Electric Department's intent to reclaim the former coal yard. The first step in restoring the site is to remove the coal residual. The RDF ash removal contract was awarded to the qualified responsive bidder with the lowest hourly rates and unit prices. Because the material and methods to excavate the coal residual are similar to the RDF ash removal, Electric staff believes it to be in the best interest of the utility to increase the amount of the current contract with Wulfekuhle and have the company perform the coal residue removal, as opposed to separately bidding the services. A separate bid process would require an increased investment in staff time and is not likely to result in more competitive pricing. Additionally, approving this change order would allow Wulfekuhle to begin the work without delay. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative #1 as stated above. 117 ITEM #:28 DATE:08-12-25 DEPT:PW SUBJECT:2020/21 ARTERIAL STREET PAVEMENT IMPROVEMENTS E. 13TH ST (DUFF AVE TO MEADOWLANE AVE) COUNCIL ACTION FORM BACKGROUND: This project included the reconstruction of E 13th Street between Duff Avenue and Meadowlane Avenue. Major work activities included removal and replacement of the existing pavement, storm sewer improvements, sanitary sewer manhole replacements, new water main, and ADA sidewalk ramp improvements. On May 25, 2021, City Council award this project to Con-Struct, Inc of Ames, IA in the amount of $2,934,292.90. Change Order No. 1 (this Council action) is the balancing change order and reflects final measured quantities in the field for additional detour and driveway pavement, reductions in water main pipe and fittings as well as changes in other items resulting in a project deduct of $55,427.87. Construction was completed in the amount of $2,878,865.03. Revenue and expenses associated with this program are as follows: Available Revenue Estimated Expenses 2020/21 Arterial Street GO Bonds $ 900,000 2020/21 Arterial Street MPO/STP Funds 1,600,000 2020/21 Water System Improvements 555,000 2020/21 Sanitary Sewer System Improvements 45,000 2021/22 Stormwater Improvement Program 255,000 Original Construction Contract $2,934,292.90 Change Order 1 (This action) -55,427.87 Construction Completed 2,878,856.03 Engineering/Administration 476,134.97 $ 3,355,000 $3,355,000.00 Field work on this project was completed in 2023. The Iowa DOT performed an audit of this project that required an extended amount of time to complete. The audit was approved by the DOT in 2025 and project is now ready for final acceptance and closeout. 118 ALTERNATIVES: 1. The City Council can: a. Approve Change Order 1 for the 2020/21 Arterial Pavement Improvements E 13th St (Duff Ave to Meadowlane Ave): in the deduct amount of $55,427.87. b. Accept the 2020/21 Arterial Pavement Improvements E 13th St (Duff Ave to Meadowlane Ave) as completed by Con-Struct, Inc, of Ames, Iowa, in the amount of $2,878,865.03. 2. Direct staff to pursue modifications to the project. CITY MANAGER'S RECOMMENDED ACTION: This project has been completed in accordance with the approved plans and specifications. The project has passed an Iowa DOT audit for project completion. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above. ATTACHMENT(S): Certification Letter 20-21 Arterial Pavement Improvements E 13th (Duff - Meadowlane).pdf 119 Smart Choice Public Works Department 515.239.5160 main 515 Clark Ave. P.O. Box 811 515.239.5404 fax Ames, IA 50010 www.CityofAmes.org August 5, 2025 Honorable Mayor and Council Members City of Ames Ames, Iowa 50010 Dear Mayor and Council Members: I hereby certify the 2020/21 Arterial Pavement Improvements - E 13th Street (Duff Ave to Meadowlane Ave) project was completed in an acceptable manner by Con-Struct, Inc., of Ames, Iowa, in the amount of $2,878,865.03 and was inspected by the Public Works Department of the City of Ames, Iowa. Sincerely, Justin A. Clausen, PE, CPWP-M Public Works Director JAC/lbc cc: City Clerk, Finance, Contractor, Administrative Services, Project File 120 ITEM #:29 DATE:08-12-25 DEPT:W&PC SUBJECT:WATER POLLUTION CONTROL FACILITY NUTRIENT REDUCTION MODIFICATIONS PHASE 1 PROJECT - CHANGE ORDER #5 COUNCIL ACTION FORM BACKGROUND: On August 13, 2024, City Council awarded a contract to Woodruff Construction for modifications to the Water Pollution Control Facility (WPCF). These modifications are the first of two construction phases that will ultimately enable the facility to achieve the goals of the Iowa Nutrient Reduction Strategy. As is common with large construction contracts, this project has required multiple change orders. To date, four change orders have been approved for a combined total reduction in the contract price of $232,863.68. Change Order #1 was approved by Council. Change Order numbers 2, 3, and 4 were approved at the staff level. Details regarding the amounts of the change orders and the scope of each change are outlined below in Table 1. A fifth change order has been prepared and is ready for Council approval. It includes ten individual changes to the construction documents. The most notable is changes to the valves in the raw wastewater pump station. The project called for the existing 36-year-old valves to be replaced with new valves. When the contractor was verifying the length of the valves prior to placing the order, it was discovered that the existing valves had a non-standard lay length, meaning that new valves would not fit without extensive piping modifications. The consulting engineer and staff worked closely with the manufacturer of the original valves to develop a plan whereby the existing valves could be rebuilt to extend the useful service life of the valves. Replacement of the valves can thus be deferred until Phase 2 of the project in roughly ten years. The total for this item (deducting the original work and adding the modifications) is a deduction of (-$69,199.15). Among the other nine items in this change order are the addition of storage tanks for the drinking water system (+$30,666.53), and changes to the planned replacement of the large gate valve in Control Box A (-$33,472.00). The other individual items in the change order total (+$31,261.59). Combined, the net total of the ten changes is a reduction to the overall contract price of (-$40,743.03). Table 1: Change Order Summary Change Order #1 Credit for Enviromix, fire alarms, canopy; reroute gate power circuit; expansion joint changes (231,878.79) 121 Change Order #2 Modifications to the ceiling and lighting in portions of the Administration Building (25,280.00) Change Order #3 Changes to Control Box A & B; changes to framing elements, reimbursement for special inspections 10,835.86 Change Order #4 Changes to door framing; changes to ceiling tiles; changes to electrical outlets; additional painting requested by staff 13,459.25 Change Order #5 - This Action Changes to valves & piping in Structure 10; changes to reinforcing and electrical at Structure 20; add booster fan; casework changes in admin building; add (2) well supply tanks and well control modifications; modifications to gate valve in Control Box A; misc changes in Structure 20 (40,743.03) Total Approved Change Orders (Including this action)($273,606.71) Table 2 below summarizes the overall project budget. Table 2: Total Project Funding & Expenses Funding Expenses Prior Years FY 2023 1,000,472.42 FY 2024 1,438,643.35 FY 2025 Adjusted 26,610,884 FY 2026 26,240,000 FY 2027 7,250,000 Engineering 6,038,000 Construction Original Contract 53,370,000 Change Order #1 (231,878) Change Order #2 (25,280) Change Order #3 10,836 Change Order #4 13,459 Change Order #5 -This Action (40,743) Owner Allowance (furnishings, etc.) 400,000 All Other Expenses 122,675 TOTAL 62,540,000 59,657,069 Owner's Contingency 2,882,931 122 The Clean Water State Revolving Fund (CWSRF) loan was approved in a not-to-exceed amount of $65,185,000 to provide a cushion for unanticipated project changes and prevent unnecessary issuance costs associated with increasing the not-to-exceed amount as a separate action, should it be necessary. It should be noted that the SRF program is a reimbursement program, meaning that the City first spends the money, then the program reimburses for eligible expenses. This method ensures the City will only borrow for expenses the City Council has authorized and are necessary to complete the project, thus minimizing interest expense associated with the improvements. ALTERNATIVES: 1. Approve Change Order #5 to the contract with Woodruff Construction for the Water Pollution Control Facility Nutrient Reduction Modifications Phase 1 Project in the deduct amount of $40,743.03. 2. Do not approve the change order. This would reject the recommended changes to the contract documents. CITY MANAGER'S RECOMMENDED ACTION: The proposed changes are to improve the reliability and function of the Water Pollution Control Plant Modifications. The consultant, contractor, and city staff have worked closely together to come up with reasonable, cost-effective recommendations. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative 1 as described above. ATTACHMENT(S): CO_5&Encl.Reduced_Size NOT FULLY EXECUTED.pdf 123 SEG\tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx July 31, 2025 CHANGE ORDER NO. 5 Description of Change reducer on the discharge of each influent pump, replace the existing expansion joints with six new 16- by 18-inch concentric expansion joints, and install new 18-inch install of one 20-inch gate valve with electric actuator and two 30-inch gate valves with electric actuators. Refer walkway in Structure 20 in accordance with RFI No. 094. RFI Nos Grit Building in accordance with CPR No. 009. Refer to vent cover in the Administrative Building in accordance with CPR No. 010. Supply and install a power receptacle power for an Owner-provided fan in the reception area in accordance with CPR No. compressor and dryer in accordance with CPR No. 014. accordance with CPR No. 011. Change copy room countertops to solid surface. Add locations in the reception room. Refer to PCO No. 021 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 124513 City of Ames–Woodruff Construction, Inc. Contract 2024-089, Change Order No. 5 Page 2 SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx programming for the well pumps used for Structure 200 domestic cold water supply Control Box A gate. Replace the seals and actuator on the existing Control Box A gate. Refer to PCO No. 026 from knockout panel on the mezzanine in Structure 20. Supply and install a chain-operated overhead Structure 20 on the mezzanine four post bases for a removable railing in front of the door. Refer to PCO No. 020 from Contractor. Contract Price Adjustment Contract Substantial Completion Date Adjustment Contract Final Completion Date Adjustment Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 125514 City of Ames–Woodruff Construction, Inc. Contract 2024-089, Change Order No. 5 Page 3 SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx This document shall become a supplement to the Contract and all provisions will apply hereto. RECOMMENDED ® APPROVED RECOMMENDED APPROVED Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 7/31/2025 7/31/2025 8/1/2025 126515 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx COST PROPOSAL REQUEST NO.: 009 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 80-E1.01 009-01 Mini-CAS enclosures for NRP-80-01, NRP-80-02, and P-80-01 shall be deleted. General Note 9 and Key Note 7 shall be deleted. Drawing 200-E6.03 009-02 Power DWHP-200-01 from a spare 20-amp, single-pole breaker in LP-200-04. Provide a single-phase motor switch as a disconnecting means for the pump. 009-03 Power FCU-200-12 from 15-amp, two-pole breaker in LP-200-03. 009-04 Power FCU-200-13 from 15-amp, two-pole breaker in LP-200-04. 009-05 Power the ACCU-200-01 second module from 35-amp, three-pole breaker in LP-200-02. Provide a non-fusible disconnect at the unit. 009-06 Provide a receptacle powered from LP-200-04, circuit 52, spare 20-amp, single-pole breaker for the dryer vent booster fan located in the Laundry Room (Room 20020). 009-07 Power the ACCU-200-02 second module from 35-amp, three-pole breaker in LP-200-02. Provide a non-fusible disconnect at the unit. Drawing 990-E6.03 009-08 Mini-CAS shall not be at the unit. "@ UNIT” shall be deleted in controls and interlocks column. Mini- CAS shall be in NRP-80-01, NRP-80-02, and P-80-01 MCC-1 starter buckets. Change “9~#14” to “6~#14” in the associated conduit and wire column for NRP-80-01 and NRP-80-03 and “26~#14” to “18~#14” for P-80-01. 009-10 For EF-10-04, add “THERMOSTAT” in the controls and interlocks column and change “4~#14” to “6~#14” in the conduit and wire column. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 127516 Cost Proposal Request No. 009 Contract 2024-089 Page 2 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx DESCRIPTIONS AFFECTING THE SPECIFICATIONS Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.C 009-11 Change the last two sentences of paragraph 2 to “There is a 120-volt AC control module furnished with the unit as specified in Division 43 for thermal and moisture detection that shall be installed in the MCC bucket by System Supplier.” Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.G 009-12 “Basin 1-Basin 2” selector switch shall be on P-80-01 MCC-1 bucket. Delete “(Mini-CAS enclosure at unit”) from paragraph 4. Change the last two sentences of paragraph 6 to “There is a 120-volt AC control module furnished with the unit as specified in Division 43 for thermal and moistu re detection that shall be installed in the MCC bucket by System Supplier.” Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 128517 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 4, 2025 TJA:tll\S:\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-010 - Str 200 Dryer Vent\CPR-010 - Str 200 Dryer Vent.docx COST PROPOSAL REQUEST NO.: 010 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-H1.02 010-01 Route 4” dryer vent duct from dryer to north exterior wall adjacent to door 20013A. Ductwork shall be galvanized construction as specified. Terminate with dryer exhaust vent cover. Vent color to be matching with exterior wall color. 010-02 Provide inline dryer vent booster fan Fantech model DBF4XL, or equal with power cord. Fan shall be mounted above drop ceiling in Laundry 20020. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 129518 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx COST PROPOSAL REQUEST NO.: 011 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-AS4.08 011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER. Drawing 200-E1.03 011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached for reference. 011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath the window and above the OWNER-provided desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 130519 SAI: Remove knee wall, steel plate supports, countertop support brackets, and countertop. Furniture will be provided by Owner. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 131520 IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 SAI: This will be a hardwired connection to power panel on Owner- provided furniture. SAI: Remove this receptacle. SAI: Add fourplex receptacles.SAI: Remove this receptacle. SAI: Move this receptacle under desk. SAI: Remove these receptacles. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Remove this receptacle. SAI: Remove this receptacle. SAI: Move this receptacle south near corner to avoid desk. SAI: Remove this receptacle. SAI: Move gang box and Key Note 19. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 132521 RE F . REF. RNG. REF. D W RACK RACK TV TV 4995BLR Closed Base for 4994 2 MR-611H Magnuson Group Mega Rak 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 2012 Single Coat Hook 2 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 KEY 104E LIBRARY 20007 LOCATION TBD VESTIBULE 20001 RESTROOM 20024 SHOWER 20019 JANITOR CLOSET 20023 CORRIDOR 20003 KEY 107E TRIPLE TRAYLETTER WALL RACK BIG & TALLIGNITION CHAIR BIG & TALLIGNITION CHAIR CONFERENCE/ TRAINING ROOM 20015 BIG & TALLIGNITION CHAIR KEYSFR305 - FR310 MAINTENANCE OFFICE 20011 WOMENS LOCKER ROOM 20017 STAIR 20026 RESTROOM 20025 OFFICE 20022 NUCLEUS CHAIRW/ FABRIC SEAT GARAGE 20031 KEY 115E OFFICE 20006 OFFICE 20008 MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA KEY 112E KEY 109E KEY 119E KEY 114E TABLE & CHAIR STORAGE 20015A KEY 110E KEY 113E KEY 111E KEY 105E KEY 101E KEY 104E COPY/WORK ROOM 20005 SHOWER 20018 BREAK ROOM 20013 KEY 114E RECEPTION 20004 LAB 20010 IDEAL POWERLOCATION LAUNDRY 20020 KEY 117E MUD ROOM 20012 STORAGE 20029 KEY 106E STORAGE 20027 BIG & TALLIGNITION CHAIR LOBBY 20002 KEY 102E IT CLOSET 20014 PARTS/TOOL STORAGE 20028 TRIPLE TRAYLETTER WALL RACK KEY 116E CONTROL ROOM 20009 FIRST AID/ LACATION/ SLEEP 20021 KEY 103E KEY 118ESHOP 20030 KEY 108E MENS LOCKER ROOM 20016 COAT HOOKS 25D X 72W 4'x6' MARKERBOARD 3'x 3 ' M A R K E R B O A R D 42" AFF 60" AFF 3'x4' MARKERBOARD FI S H T AN K 4'x6' MARKERBOARD 60" AFF SEATING & MARKERBOARD ONLY EXISTING SHELVING MOBILE COAT RACK 42" AFF 4'x6' BULLETIN BOARD 12 CHAIRS WITHOUT ARMS BU L L E T I N B O A R D 4'x 6 ' 4'x6' BULLETIN BOARD CE N T E R B E T W E E N W I N D O W S 4'x6' MARKERBOARD COAT HOOK60" AFF 60" AFF 3'x 4 ' M A R K E R B O A R D COAT HOOK 60" AFF EXISTING SHELVING EXISTING SHELVING 36 CHAIRS WITH ARMS 4'x 8 ' M A R K E R B O A R D COAT HOOK 4'x6' MARKERBOARD 3'x 4 ' M A R K E R B O A R D COAT HOOK 0' -10" 1' -7-1/4" 1' 1' 1' 3' - 9 - 1 / 4 " 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 0' - 9 - 1 / 2 " 1' 3' -10" 7' - 1 0 " 3' -10" 1' -7-1/2" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 CR CL 1f t 30 / 3 0 1f t HS D G 48 42H MP 4 8 4 30 / 6 5 BBF 30/48 FEP 36/42 30 / 5 1 30 / 4 8 30 / 4 8 36/3 MP 6 0 4 SL3029F FEP MP 3 0 4 24 x 3 6 x 2 9 24 x 3 6 x 2 9 BBF To p 48 SL3029F BB F 30 / 7 2 / 3 0 H 24 x 3 6 x 6 6 MP484 18 x 2 4 x 6 6 18 x 3 6 x 6 4 30 / 7 2 / 3 0 H 2141XLAL 24 / 4 2 30 / 7 2 / 3 0 H 48/65 30/72 HATB-2S-T HATB-2S-T FEP 22 / 4 8 F MP 2 4 4 BB F MP484 65E-F 48 SL3029F 30 / 7 2 / 3 0 H 48/65 30 / 4 8 24 / 4 2 MP 3 0 4 30 / 7 2 / 3 0 H 36/5 FE P L Ga n g 36/5 60 HF23B 30 / 2 4 5f t HF23B 35 W HS D G 1f t SL 3 0 2 9 F HF23B Ga n g 2141XLAL 35 W 5f t 1f t H37-1/8-N Ga n g 35 W 28/70 5f t 24/30 48/35 36 1f t 24 x 3 6 x 2 9 BB F HS D G 5f t 30/48 Ga n g 65E-F FF SL3029F HF23B FE P FF FF BB F SL 3 0 2 9 F 30 / 5 4 22 / 4 8 F Top BBF PU L L Ga n g 2012 1f t 5f t Ga n g FB 1f t 1f t MP 4 8 4 5f t 60 / 4 8 / 3 0 / 3 0 HF23C 30 / 7 2 / 3 0 H BB F 30 / 6 5 MP 4 8 4 30 / 2 7 H37-1/8-N 18 x 2 4 x 6 6 FEP FEP 65E-F 1f t Ga n g FF FEP Ga n g 36 / 3 1f t MP 4 8 4 48/42 Ga n g CD P A _ R CD P A _ R Ga n g 1f t 5f t WB K 18 x 4 2 x 6 4 3172BL 24 x 3 6 x 2 9 FEP Ga n g 24 x 3 6 x 6 6 1f t 1f t 5f t CD P A _ L 5f t WB K 5f t 72 / 4 8 / 2 4 / 3 0 FEP 5f t 5f t 30 / 3 0 HA T B - 2 S - T FEP BBF MP 3 0 4 65 T Ga n g H37-1/8-N BB F 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H SL FB 22 / 4 8 F 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 1f t H37-1/8-N 65E-F MP 3 0 4 BB F 36/42 5f t HS D G MR-611H 5f t BB F 30 / 7 2 / 3 0 H 30 / 4 8 48 48 Ga n g PU L L 65E-F 30 / 7 2 / 3 0 H 48/65 Ga n g 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 2012 SL3029F FEP HF23B 36/5 HSDG HF23C BBF 48/65 CD P A _ L 30 / 7 2 / 3 0 H 1f t 1f t BB F CM P 6 0 1 4 5f t Ga n g 30/48 5f t 30 / 2 4 49 9 4 Ga n g 72 / 4 8 / 2 4 / 3 0 5f t 30 / 4 8 FEP 30 / 6 5 30 / 7 2 / 3 0 H 36 / 5 MP 4 8 4 Ga n g 48 5f t WB K 1f t FF 30/72 65 E - F WB K 35 W 49 9 4 2012 1f t 30/60 HATB-3S-T 5f t 30 / 7 2 / 3 0 H 35 W 30 / 7 2 / 3 0 H 18 x 3 6 x 6 4 FEP 30/48 H37-1/8-N 30 / 6 0 20X28 FEP 48 3172BL Ga n g MP 4 8 4 HATB-2S-T 36/5 1f t 65E-F HS D G BB F 4995BLR Ga n g 24 x 3 6 x 2 9 36/5 Ga n g 30 / 7 2 / 3 0 H 48 30 / 7 2 30 / 6 5 60 H37-1/8-N Ga n g 30 / 7 2 / 3 0 H 24 x 3 6 x 2 9 65 E - F 24/30 30 / 4 8 MP604 5f t 30 / 3 0 SL 3 0 2 9 F HF23C 30 / 7 2 / 3 0 H 5f t FF FE P R FEP BB F 30/72 22 / 4 8 F H37-1/8-N CL CL CL SC FB FB FB CR CLCR CLCLCR SL SL DP A _ R DPA_L DP A _ L D P A _ R DP A _ L DPA_R 29H29H 6060 HM G 1 HMG 1 HMG1 HMG 1 HMG1 HM G 1 HMG 1 HMG1 HM G 1 HMG1 HMG 1 HM G 1 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HI G S 6 HI G S 6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 KB KB HNR1 HI W M M HI W M M HI W M B T HIWMM HI W M M HIWM B T HIWM M HIWM B T HI W M M HIWMMHIWMM HIWM B T HIWM M HIWMM HI W M M HI W M M HIWM M HIW M M HIWM M HMG5HMG5 HMG5HMG5 HICS 7 HICS 7 HICS 7 HICS 7 HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 HT L L E C T A 14 x 3 6 x 3 7 HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23B HF23C HF23C 48/3 0 HF23C HF23C HF23B HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23C 15/48 VH7-F WT H WT H WT H WT H WT H WT H WT H WT H WT H WT H 36 x 7 2 H 36 x 7 2 H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 8 F 22 / 4 8 F 22 / 4 2 F MA MA MA MA MA MA MA 15/72 15/48 MA MA 22/54F 22/54F22/48F 22/48F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 LK R / D / 3 0 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 L K R / D / 3 6 / 7 2 - 6 TC48-F TC36-F TC48-FTC36-F TC 3 0 - F TC48-F TC48-F TC 3 0 - F TC48-F TC 3 0 - F TC 3 0 - F TC48-F PAGE NO. THESE TERMS AND CONDITIONS. CONSTITUTES AGREEMENT TO ACCEPTANCE OF THIS DOCUMENT OR DESTROYED AS INSTRUCTED. RETURNED TO WORKSPACE INC. NOTES AND ANALYSIS, MUST BE ALL COPIES, EXTRACTS, RELATED THIS DOCUMENT, ALONG WITH DEMAND OF WORKSPACE INC., RIGHTS RESERVED. UPON THE WORKSPACE INC. ALL PATENT WRITTEN CONSENT OF MANNER WITHOUT THE EXPRESS LOANED, OR USED IN ANY OTHER BE DISCLOSED, REPRODUCED, INFORMATION HEREIN MUST NOT EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED IN WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 1/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 PROJECT DESCRIPTION Admin Building d:\DESIGN PROJECTS\A-F\CITY OF AMES\RFPS\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER Nathan Wells Ames Water Pollution Control Plant Holly Reeves DESIGNER DATE PROJECT WORKPLACE CONSULTANT Drawing from furniture supplier - furniture provided by OWNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 133522 TV 2012 Single Coat Hook 2 MOUNT THIS TRANSACTION COUNTER AT 32" AFF FOR ADA LOCATION TBD COPY/WORK ROOM 20005 VESTIBULE 20001 LOBBY 20002 IDEAL POWER LOCATIONRECEPTION 20004 KEY 101E NUCLEUS CHAIR W/ FABRIC SEAT COAT HOOKS 4'x6' BULLETIN BOARD FI S H T AN K 4'x6' MARKERBOARD 'x 8 ' M A R K E R B O A R D 60" AFF 4'x6' BULLETIN BOARD 0' -10" 3' - 9 - 1 / 4 " 1' 7' - 1 0 " CR CL HATB-3S-T 60 / 4 8 / 3 0 / 3 0 FEP 2012 42H HS D G 36/42 CM P 6 0 1 4 30 / 5 1 36/42 35 W HF23C FB BB F 48/35 36 FE P L CD P A _ L 48/42 35 W HF23C FE P R FF 28/70 CD P A _ R HF23C BB F FF CR CLCL CL CR CR HNR1 HICS 7HICS 7 HICS 7 HICS 7 HF23C HF23C HF23C HF23C 48/3 0 15/48 VH7-F MA 15/72 15/48 TC48-F TC48-FTC36-F TC36-F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 2/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 134523 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20006 TRIPLE TRAY LETTER WALL RACK 20005 BIG & TALL IGNITION CHAIR KEY 102E LIBRARY 20007 4'x6' MARKERBOARD COAT HOOK 60" AFF 42" AFF 1' 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 x4 2 x 6 4 24 x 3 6 x 2 9 24 x 3 6 x 6 6 30 / 2 4 36/536/5 18 x 2 4 x 6 6 48 36/5 3172BL FB HF23B BB F PU L L 24 x 3 6 x 2 9 HF23B 24 / 4 2 HF23B HF23B HF23B 72 / 4 8 / 2 4 / 3 0 2012 24/30 24 x 3 6 x 2 9 36/5 60 36 / 5 FB HI G S 6 HI G S 6 KB HIW M B T HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23B MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 3/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. PROJECT DESCRIPTION 05/12/25 Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves WORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 135524 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 4995BLR Closed Base for 4994 2 KEY 107E LIBRARY 20007 BIG & TALL IGNITION CHAIR 60" AFF COAT HOOK 60" AFF COAT HOOK 42" AFF 1' 1' 3' -10" 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 HX 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 18 x 4 2 x 6 4 BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 36/536/5 60 HF23B 60 48 48 36/5 BB F 4995BLR PU L L 24 x 3 6 x 2 9 24 x 3 6 x 2 9 49 9 4 24 / 4 2 2012 36/5 24/30 24/30 3172BL 36 / 5 FB PU L L 24 / 4 2 72 / 4 8 / 2 4 / 3 0 20123172BL FB FB HI G S 6 HI G S 6 HI G S 6 HI G S 6 KB KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23C HF23B HF23B HF23B MA MA 22/48F 22/54F22/48F 22/54F PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 4/12 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Holly Reeves Ames Water Pollution Control [Order entry, Contract DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 136525 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20008 TRIPLE TRAY LETTER WALL RACK KEY 103E BIG & TALL IGNITION CHAIR KEY 105EKEY 104E 3' x 4 ' M A R K E R B O A R D 60" AFF 42" AFF COAT HOOK 4'x6' MARKERBOARD 1' 0' - 9 - 1 / 2 " 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 24 x 3 6 x 2 9 BBF 3172BL SL 3 0 2 9 F BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 60 FE P 30 / 2 4 48 18 x 2 4 x 6 6 Top 49 9 4 2012 24 x 3 6 x 2 9 MP604 24/30 HSDG 24 x 3 6 x 6 6 PU L L 36/3 24 x 3 6 x 2 9 24 / 4 2 30/60 CL FB FB HI G S 6 HI G S 6 KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HF23B HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23B 48/3 0 HF23B HF23B HF23B MA MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 5/12 PROJECT DESCRIPTION PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT DESIGNER DATE PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 137526 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 KEY 104E KEY 106E CONTROL ROOM 20009 BIG & TALL IGNITION CHAIR KEYS FR305 - FR310 KEY 105E KEY 104E BIG & TALL IGNITION CHAIR 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D 4'x6' MARKERBOARD 3'x4' MARKERBOARD 60" AFF COAT HOOK 1' -11-1/4" 1' 0' - 9 - 1 / 2 " BBF SL 3 0 2 9 F 36/3 2141XLAL SL3029F MP 6 0 4 HSDGMP604Top FE P BB F 3 0 / 6 0 24 x 3 6 x 6 6 HA T B - 2 S - T 18 x 3 6 x 6 4 30/60 FEP 30 / 5 4 CL HIGS6 HIGS6 HI W M B T HIW M B T HF23C HF23C HF23C HF23C 48/3 0 MA MA LK R / D / 3 0 / 7 2 - 6 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 6/12PAGE NO. 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Ames Water Pollution Control Holly Reeves [Order entry, Contract Nathan WellsWORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 138527 2141XLAL LAB 20010 TRIPLE TRAY LETTER WALL RACK 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D SEATING & MARKERBOARD ONLY BU L L E T I N B O A R D COAT HOOK 4' x 6 ' 60" AFF 1' 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 1' -7-1/2" FEP MP 4 8 4 FEPFEP 48 SL FEP 48 FEP MP 4 8 4 MP 3 0 4 FEP MP 4 8 4 22 / 4 8 F 22 / 4 8 F 48 HIW M M HIWMM HF23C HF23C HF23C HF23C HF23B HF23C HF23C HF23C HF23B WT H WT H WT H 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 05/12/25 PAGE NO.7/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION Holly Reeves Ames Water Pollution Control [Order entry, Contract Nathan Wells PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 139528 KEY 114E KEY 110E KEY 113E KEY 111E KEY 114E KEY 109EMAINTENANCE OFFICE 20011 KEY 108E KEY 112E 4'x6' MARKERBOARD 4'x6' MARKERBOARD 4' x 6 ' BU L L E T I N B O A R D 1' -7-1/4"1' -7-1/2" BB F 22 / 4 8 F To p FEP HATB-2S-T FEP HATB-2S-T FEP MP 4 8 4 FEP 30/72 FEPFEP FEP 48 FEP 22 / 4 8 F BB F 18 x 3 6 x 6 4 BB F SL 30/72 30 / 4 8 FEP 30 / 4 8 MP 4 8 4 BB F 30 / 4 8 FEP FEP 30 / 7 2 MP 4 8 4 48 FEP 30 / 4 8 BB F 22 / 4 8 F 48 MP 4 8 4 HATB-2S-T 36 / 3 30 / 4 8 30 / 4 8 48 MP 4 8 4 48 22 / 4 8 F MP 3 0 4 30/72 BB F MP 4 8 4 48 SC HIGS6HIGS6 HI W M M HI W M M HI W M M HIWMMHIWMM HI W M M HIWMM HI W M M HI W M M HF23C HF23C HF23C HF23CHF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H WT H WT H 22 / 4 8 F 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 8/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control WORKPLACE CONSULTANT DATE DESIGNER PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 140529 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 KEY 119E OFFICE 20022 KEY 115E KEY 118E KEY 116E KEY 117E COAT HOOK 4' x 8 ' M A R K E R B O A R D 60" AFF 1' HS D G 30 / 3 0 WB K 30/48 65E-F HS D G FF SL3029F MP 2 4 4 WB K 30 / 3 0 MP484 65E-F 30 / 6 5 FF BBF 30/48 SL 3 0 2 9 F SL3029F 48/65 BBF WB K MP 3 0 4 SL3029F 36/5 65E-F MP 3 0 4 CD P A _ L 35 W SL3029F 30 / 6 5 30/48 BBF MP484 HS D G 65E-F SL 3 0 2 9 F 2141XLAL 30/48 FF 35 W 30 / 3 0 65 T MP 3 0 4 30 / 6 5 30 / 6 5 48/65 WB K 30 / 2 7 65 E - F BBF FF HS D G 48/65 65E-F 65E-F 35 W 48/65 CD P A _ R 65 E - F CL CL SL SL DPA_L DP A _ L D P A _ R DP A _ L D P A _ R DPA_R HI G S 6 HI G S 6 HIW M M HIW M M HIW M M HIW M M HF23C HF23C HF23C 48/3 0 48/3 0 48/3 0 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F MA MA MA MA HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 TC 3 0 - F TC 3 0 - F TC 3 0 - F TC48-FTC48-F TC 3 0 - F TC48-F TC48-F AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net PROJECT DESCRIPTION 9/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw [Order entry, Contract Holly Reeves Ames Water Pollution Control Nathan Wells DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 141530 2141XLAL Coat Rack w/ 5 hooks on a flush plate CORRIDOR 20003 KEY 119E FIRST AID/ LACATION/ SLEEP 20021 COAT HOOK 60" AFF 1' MP 3 0 4 30 / 6 5 30 / 3 0 SL3029F 30/48 HS D G MP484 SL 3 0 2 9 F 65E-F BBF 2141XLAL 65E-F 20X28 CL DPA_L HIW M M 48/3 0 HF23C HF23C WT H 22 / 4 2 F MA HL E D 1 7 A S 42 TC 3 0 - F d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 10/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net [Order entry, Contract Holly Reeves Nathan Wells Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 142531 REF. RNG. REF.IT CLOSET BREAK ROOM 20013 TABLE & CHAIR60 29H 29H 60 HM G 1 HMG1 HM G 1 HMG1 HMG1 HMG1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HMG5HMG5HMG5HMG5 LK R / D / 3 6 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 11/12 05/12/25 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION PAGE NO. Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves PROJECT WORKPLACE CONSULTANT DESIGNER DATE KEYS FR311 - FR322 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 143532 RACK RACK TV MR-611H Magnuson Group Mega Rak 1 TABLE & CHAIR STORAGE 20015A LOCATION TBD IT CLOSET 20014 CONFERENCE/ TRAINING ROOM 20015 25D X 72W 36 CHAIRS WITH ARMS MOBILE COAT RACK 12 CHAIRS WITHOUT ARMS 1f t 5f t 5f t 1f t Ga n g 1f t Ga n g Ga n g H37-1/8-N 1f t 1f t 5f t 1f t 5f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H H37-1/8-N MR-611H 5f t 5f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 30 / 7 2 / 3 0 H Ga n g 1f t 5f t 30 / 7 2 / 3 0 H 5f t Ga n g 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 5f t 5f t 1f t Ga n g 1f t Ga n g 5f t H37-1/8-N 30 / 7 2 / 3 0 H 5f t 1f t Ga n g 1f t 30 / 7 2 / 3 0 H Ga n g Ga n g Ga n g 5f t Ga n g 1f t Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 30 / 7 2 / 3 0 H Ga n g 5f t 1f t H37-1/8-N30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 5f t 1f t Ga n g 5f t 1f t 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t Ga n g 5f t Ga n g 30 / 7 2 / 3 0 H H37-1/8-N HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HICS 7HICS 7 HT L L E C T A 36 x 7 2 H 36 x 7 2 H PAGE NO. PROJECT DESCRIPTION 05/12/25 12/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT PROJECT DATE DESIGNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 144533 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx COST PROPOSAL REQUEST NO.: 0014 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200- 01 from this breaker. Provide a non-fusible disconnect at the unit 009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 145534 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx COST PROPOSAL REQUEST NO.: 015 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch. Coordinate location with OWNER in Room 20004. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 146535 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 July 2, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx COST PROPOSAL REQUEST NO.:016 TO:Woodruff Construction, Inc. ISSUED BY:Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Sections 26 09 00 and 26 09 90 016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed as part of the Administration Building demolition. Provide the following I/O and controls to maintain functionality of the well pumps. Controls described below shall be provided in SCC-200 and be messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time required to implement PLC and SCADA HMI programming additions: SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 200 OFFICE WATER SUPPLY WELL PUMP PRESSURE SWITCH PS-200- 01 1 0 0 0 2~#14 FROM PRESSURE SWITCH RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 2 WELL PUMP NO. 1 START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 2 WELL PUMP NO. 2 START/STOP WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand- Off-Auto switch as follows: 1.In SCADA “Hand,” the pump shall start and run. 2.In SCADA “Auto,” the pumps shall be controlled as follows: a.When the office water supply pressure falls below the well pump pressure switch (PS-200-01) setpoint, the lead pump shall start and run. When the office water supply pressure rises above the well pump pressure switch setpoint, the lead pump shall shut down. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 147536 Cost Proposal Request No.016 Contract 2024-089 Page 2 June 30,2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for alternation of the pumps as follows: (1)In the “Fixed” mode, the operator shall be able to select the lead pump with the unselected pump automatically becoming the standby pump. Alternation of the pumps shall be done manually by the operator. (2)In the “Automatic” mode, there shall be an automatic alternator within this PLC that shall rotate the pump sequence each time the lead pump shuts down. (3)If the lead pump is called to run and fails to start (call-to-run fail), is operating and fails, or is taken out of "Auto” (SCADA selector switch), the standby pump shall rotate into the lead position. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-P7.08 0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on attached drawing. 0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing. Drawing 200-E1.04 0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply piping.Pressure switch shall be as specified in Section 26 09 00.2.15. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 148537 1.53/4" DCW 1.53/4" DHW 43/4" DCW 1.53/4" DHW 1.53/4" DCW BV 18.51 1/2" DCW 1.53/4" DCW 1.53/4" DHW 3/4" DHWR BV BV BV BV BV 31" DCW 31" DHWEEWS-1 1.53/4" DCW 1.53/4" DHW 101" DCW 101" DHW BV BV BV BV BV L-1 L-1 L-1 L-1 LT-1 WB-1 UR-1 L-1 L-1 SK-1 WH-1 SK-2 SK-2 SK-2 SK-1 MB-1 23/4" DCW 23/4" DHW 23/4" DCW 23/4" DHW81" DHW 401 1/2" DCW 13/4" DCW 13/4" DHW 23/4" DCW BV BV SK-1 23/4" DHW 23/4" DCW 13/4" DCW 13/4" DHW 33/4" DHW 33/4" DCW 131" DCW 131" DHW (TYP.) 21" DHW 141" DCW 21" DCW 21" DHW WATER HAMMER ARRESTOR WH-1 BV 43/4" NPW BV BV TMV-1 SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. 1.53/4" DCW 1.53/4" DHW 1.53/4" DCW 1.53/4" DHW 61 1/2" DCW CIRCUIT SETTER 61 1/4" DCW BV BV RPZ BV 75.251 1/2" DCW 31.51 1/2" DHW 0.53/4" DCW WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 EWC-1 (TYP.) (TYP.) 21" DCW 21" DHW 21" DCW 21" DHW BV BV 3/4" DHWR WH 200-01 DHWP 200-01 BV 361 1/2" NPW SH-1 SH-1 SEE SHEET 200-P7.07 FOR CONTINUATION. HEATING HOT WATER SYSTEM CONNECTION BV 1.51/2" DCW 1.51/2" DHW WS 200-01 CF 200-01 WT 200-02 WT 200-01 WATER HAMMER ARRESTOR SK-2 4.51" DCW 4.51" DHW 1.51 1/2" DHW 1.51 1/2" DHW 14.51 1/2" DCW CV KEY NOTES: REFRIGERATION CONNECTION BOX FOR FUTURE USE.1 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM 4429.0094429.009 200-P7.08200-P7.08 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C TRAVIS ANDERSONTRAVIS ANDERSON 248248 NO SCALE ENLARGED OFFICE WATER SUPPLY SCHEMATIC 1 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Bypass valve required. Well Pump Pressure Switch Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 149538 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Valve shown on isometric Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 150539 7/15/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #016 – Dryer Vent – R1 Dear Travis Anderson: Per Cost Proposal Request 010, we are proposing the following: • Supply and install 4” dryer vent, booster fan and vent cover as outlined in the CPR. • Supply and install power receptacle located above the drop celling for the booster fan. Our total price to perform the subject changed work is $4,852.38. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/25/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 151540 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 16 Price Breakdown DRYER VENTDescription: Supply and install a dryer vent and booster fan per CPR-010. Description PriceQuantity Unit Unit Price DRYER VENT, FAN AND DUCTING 1.00 LS $4,153.00 $4,153.00 BOOSTER FAN POWER 1.00 LS $360.84 $360.84 4,513.84Subtotal: 0.00 0.00 0.00 0.00 4,513.84 0.00 $112.85 2.50%$4,513.84Bonds & Insurance $225.69 5.00%$4,513.84OH&P - Subcontractors Total:$4,852.38 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 152541 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 15 3 54 2 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #017 – Structure 10 Piping Changes Dear Travis Anderson: Per Cost Proposal Request 008, we are proposing the following: • Supply and install additional spool pieces and concentric expansion joints as outlined in CPR-008 Item 01. • Does not include scope in Items 02 and 03. Valves are to remain and piping re-work is no longer needed. Our total price to perform the subject changed work is $73,713.03. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 154543 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 17 Price Breakdown STRUCTURE 10 PIPING CHANGES (CPR-008) R1Description: Changes to process piping per CPR-008. Description PriceQuantity Unit Unit Price ADDITIONAL PIPING LABOR 128.00 MH $75.00 $9,600.00 18" x 1'-6 ½" FLXFL 18" STAINLESS BOLT AND FLANGE KITS 16" STAINLESS BOLT KITS 18" X 16" X 10" FILLED ARCH EXPANSION JOINTS 62,734.50Subtotal:9,600.00 0.00 53,134.50 0.00 0.00 0.00 $1,568.362.50%$62,734.50Bonds & Insurance $9,410.1715.00%$62,734.50OH&P - Self Perform Total:$73,713.03 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 155544 TERMS & CONDITIONS ADDITIONAL COMMENTS 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. This quote conforms to AMERICAN, IRON & STEEL ACT (AIS), as amended. 11. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 12. Pricing will be held for 30 days. 13. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-04-23-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". SUB-TOTAL $ 31,350 $ 5,225 $ 31,350 Mercer FCR501 Expansion Joints, Filled Arch, AIS 18" x 16" x 10" Item No.Tag Description 1 CPR 008 6 Quantity Size PREPARED BY: 2025-04-23-MT-1 April 23, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES Nutrient Reduction - Add On Expansion Joints Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com Woodruff Construction TERMS:100% Net 30 Days Attn: Zach Phillips Ph: 641-352-0470 Fax: E-Mail: zachp@woodruff.build DELIVERY: SUBMITTAL: Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 156545 April 22, 2025 Mellen & Associates 3404 South 11th Street Council Bluffs, IA 51501 Ph: 712-322-9333 Attn.: Mike Toupin Reference: Ames, Iowa Dear Mike, Thank you for choosing Mercer Rubber Co. This letter serves as a certificate that the products supplied for the above-mentioned project will be produced at our Hauppauge, New York based facility using American made steel components. All Mercer Rubber Co. products comply with AIS (American Iron and Steel) as mandated in the Environmental Protection Agency’s State Revolving Fund Programs as interpreted by the EPA. Product supplied by Mercer Rubber Co.: • FCR501FA-18x16x10 – Mercer Concentric Reducer 501. Single Filled Arch Butyl Expansion joint w/ Hot Dip Galvanized Carbon Steel Backup Rings. Qty 6 If required, Mercer will provide additional supporting documentation once your order is fabricated. If any of the above compliance statements change while providing material for this project, we will notify you without delay. Please feel free to contact Mercer Rubber Co. should you have any further questions or concerns. Sincerely, Bob Loverro Chief Engineer Cc: Raj Prime Mercer Rubber Co. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 157546 DWG No. FORM NO. MS-1009-1.DWG DATEDWNCHKD SPLIT RETAINING RING CARBON STEEL (PAINT OR PRIME) HOT DIPPED GALVANIZED DUCTILE IRON (POWDER COATED) STAINLESS STEEL (TYPE ) FLANGES NOT RECOMMENDED, AVANSTONE OR FLOATING STUB (WELD NECK OR SLIP ON TYPE) RIGID STEEL MATING FLANGE STANDARD DRILLING SMALL OF TOUGH, RUBBER-IMPREGNATED DRILLING LARGE STANDARD STYLE FCR501FA EXPANSION JOINT HOOP RINGS SOLID STEEL EMBEDDED FABRIC, OR TIRE CORD, OR STEEL WIRE REINFORCEMENT CARCASS MADE OF MULTIPLE PLIES @ DWG. NO. FAX 631-348-0279 Hauppauge, NY 11788 Info Mercer-Rubber.com 350 Rabro Drive Tel 631-582-1524 MERCER NO. DATE: CUSTOMER P.O. CUSTOMER JOB NAME KP #:+#. 56;.'(%4(#%10%'064+%4'&7%'4&+/'05+105#..19#$.'/18'/'065CPF12'4#6+0)24'5574'5 %1/24'55+10 &+#1( KP *1.'5$1.6 5+&' 5/#.. .#4)' 5+&' ,1+06 KP +&37#06+6; &+# $1.6%+4%.'(#%' KP KP (.#0)' 611& KP (#%' $1.6*1.'5 1( +0*I 4#6+0)8#%77/ 4#6'& 914-+0)24'5574' RUK KP &'(.'%6+10 .#6'4#.#:+#. ':6'05+10 KP 5+&' 5+&' .#4)' 5/#.. 5+&' 5+&' 016'5 .#4)' 5/#.. 250°F 250°F 350°F 210°F 400°F Hypalon 225°F EPDM w/Kevlar Viton w/Kevlar Nitrile (Buna N) Viton EPDM Pure Gum Neoprene Chlorobutyl Natural Rubber 250°F 225°F 225°F 225°F Temperature 180°F 180°F Rating Self Extinguishing Neoprene Food Grade Neoprene Tube Cover YES HYPALON PAINT NO COATING OF BY OTHERS possibly angular motion. In this case the nuts of the control rods should must be inserted between the rubber expansion joint and the valve body. first. Rubber flanges will not retain loose elements in valve bodies that rely on contact with a steel flange. In these applications, a steel spacer flange Initial misalignment should be kept to a maximum of 1/8". Expansion joint flanges must be in contact with a continuous surface, or a maximum of 1/16" standard raised face. Depressions or protrusions typical of vitaulic or similar type flanges must be covered with a steel spacer flange be threaded tight to control rod gussets, thereby locking out control rods. equal to the specified axial movement. The expansion joint will exert a Expansion joints installed in unanchored piping or connected to isolated equipment must have control rods. Once control rods are installed the joint will no longer act as an expansion joint, since the pressure will extend the joint into the nuts of the control rods. The joint will no longer sides of the joint. In this case no control rods are necessary providing piping movements are within allowables. If control rods are installed as a safety measure, the locking nuts must be backed off with a clearance Expansion joints installed in piping systems must be anchored on both take up axial motion. It will make up for misalignment, transverse and thrust force on the anchors. To calculate pressure thrust on anchors use the following equation: 2 HOLE DRILLING (AS SHOWN ABOVE) REDUCERS COME WITH STANDARD 24'5574' 6*4756 #4'# KP COMPRESSION SLEEVES YES - MATERIAL NO SUPPLIED BY MERCER RUBBER GALVANIZED STAINLESS STEEL GUSSET DUCTILE GALVANIZED STAINLESS STEEL PSI RATED CONTROL RODS (# ______) NO - BY OTHERS, OR PIPE YES - MERCER SUPPLIED MUST BE ANCHORED ZINC ELECTROPLATED GALVANIZED STAINLESS STEEL ________ SUPPLIED BY OTHERS AND FLANGE HARDWARE FILLED ARCH EDGE BEVELED 5/8" TUBE LEAKPROOF SMOOTH CARBON STEEL Pressure Thrust = (Pressure Thrust Area) x (Rated Working Pressure) ( White Black) ( White Black)250°FFood Grade EPDM RCL-250422-2 04/22/25 RCL-250422-2 X 7/16 7/16 70 30 **ALL STEEL COMPONENTS TO COMPLY WITH AIS REQUIREMENTS. 291 X RCL 04/22/25 X ASA150# ASA150# 6 16 23 1/2 10 21 1/4 16 1 1/8 11/16182522 3/4 16 1 1/4 X X X Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 158547 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-008 - Str 10 Piping Changes\CPR-008 - Str 10 Piping Changes.docx COST PROPOSAL REQUEST NO.: 008 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 10-M1.01 008-01 The proposed plug valves on the discharge of each raw pump have lay lengths of 42 inches. The existing valves have been field verified by the Contractor to have a lay length of 30 inches. To accommodate the longer lay length of the proposed plug valve, the following changes are needed as shown on the attached Drawing 10-M1.01: • Remove existing spool pieces and reducer on the discharge of each pump. • Replace the existing expansion joint with a new 10” x 16” concentric reducing expansion joint on each pump discharge. • Add a spool piece length as needed, adjacent to the expansion joint, on discharge side of raw wastewater pumps. 008-02 Remove and replace existing pipe spools adjacent to the 30-inch gate valves MOV-10-01 and MOV- 10-02 to accommodate the longer lay length of the new valve as noted in the attached Drawing 10- M1.01. Alternatively, if the specified gate valve is used, add new flange fillers to accommodate MOV- 10-01 and MOV-10-02. 008-03 Add new flange filler to accommodate new 20-inch gate valve MOV-10-03, which has a shorter lay length than the existing valve. Contractor shall verify thickness of filler flange needed and lay length of proposed gate valve. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 159548 SAI: Add flange filler. SAI: Replace pipe spool (typ. of 2). Alternatively, provide flange fillers (typ. of 2). SAI: Replace existing expansion joint with 10" x 16" concentric expansion joint and spool piece as needed to create lay length required for new plug valves (typ. of 6). Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 160549 6/13/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #018 - CPR 009 + RFI ELECTRICAL CHANGES – R1 Dear Travis Anderson: Per Cost Proposal Request 009 and the responses to RFIs 79 and 88, we are proposing the following: • Make changes to conduit and wiring as outlined in the CPR and RFI responses. • Credit controls and control wiring as outlined in the CPR. Our total price to perform the subject changed work is $6,733.33. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 5/29/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 161550 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 18 Price Breakdown CPR 009 + RFI ELECTRICAL CHANGESDescription: Electrical changes per CPR 009 and the responses to RFIs 79 and 88 Description PriceQuantity Unit Unit Price CPR 009, RFI 79 + RFI 88 ADDED CONDUIT AND WIRING CPR 009 CONTROLS CREDIT CREDIT DRYER VENT ELECTRICAL - INCLUDED IN PCO 16 6,263.47Subtotal:0.00 0.00 0.00 0.00 6,263.47 0.00 $156.592.50%$6,263.47Bonds & Insurance $313.175.00%$6,263.47OH&P - Subcontractors Total:$6,733.23 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 162551 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 3 55 2 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 4 55 3 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 5 55 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 6 55 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 7 55 6 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 8 55 7 5/29/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #019 – Grit Collector Walkway Reinforcing Dear Travis Anderson: Per the response to RFI 094, we are proposing the following: • Supply and install reinforcing for the Grit Collector Walkway as outlined in the RFI response. Our total price to perform the subject changed work is $1,818.85. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 6/12/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 169558 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # ICO 15 Price Breakdown RFI 94 GRIT COLLECTOR WALKWAYDescription: Supply and install concrete reinforcing for the Grit Collector Walkway per RFI 94. Description PriceQuantity Unit Unit Price DRILL AND EPOXY LABOR 3.00 hr $80.00 $240.00 EPOXY MATERIAL 4.00 ea $85.00 $340.00 CONCRETE REINFORCING 1.00 LS $1,058.00 $1,058.00 1,638.00Subtotal: 240.00 0.00 340.00 0.00 1,058.00 0.00 $40.95 2.50%$1,638.00Bonds & Insurance $52.90 5.00%$1,058.00OH&P - Subcontractors $87.00 15.00%$580.00OH&P - Self Perform Total:$1,818.85 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 170559 CHANGE ORDER Nucor Rebar Fabrication Midwest LLC Change Order No.: CO-0003 FP - WWTP Nutrient Reduction Ames Job Description: 00524182 Job No.: Woodruff Construction Company Email: woodconap@woodruff.build Bid Item No.: 001 W10742 Revised C/O Date: 05/28/25 Sell To: Rev No. 1 Original C/O Date: 05/05/25 Change Order Description: ADD GRIT WALKWAY RFI094 Description Type Quantity Line Amount 1ADD GRIT WALKWAY RFI094 $1,058.00LSAdd CHANGE DESCRIPTION: ADD - gRIT WALKWAY RFI094 AUTHORIZED BY: JOEL GUTHRIE CONTRACTOR CONTACT INFO: Joel Guthrie <joelg@woodruff.build> (515-735-2465) NRF RELEASE # 9008XB & 9009XA ADDITIONAL FREIGHT LOAD(S):1 ADDITIONAL WEIGHT (LBS): 381 ADDITIONAL DETAILING: 1 HOUR ADDITIONAL PLACING:381 LBS REMARKS: "The purpose of this change order is to capture the additional bar for grit walkway per RFI-094 recieved 5-1-2025. Change order 003 for 381 lbs black bar, 30 L.F.-1 1/2" slab bolster capped, 191 lbs placing, 1 freight charge and 1 hour detailing work. **Change orders / pricing requests will need to be approved before the release of material for fabrication/delivery. Pricing is valid for 10 days from the email date. Nucor Rebar Fabrication reserves the right to adjust this pricing if material is not shipped within a reasonable time frame.** $1,058.00Total: Addition To Contract Date: Name: (Please Print) Bill AtcherIssued By: (Signature) Accepted By: Customer Copy1401 N. 15th Ave. E., Newton, IA 50208, USA T. 641-792-7142 F. 641-792-2820 Nucor Rebar Fabrication Midwest LLC Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 171560 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 094 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/28/2025 Owner: City of Ames Date Required: 5/01/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3' - 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation 62.25'. Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar spacing. We will also need to know what rebar will need to be in the slab itself as well. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: 5/01/2025 5/01/2025Jack Karnes JRK SAI: Yes, this is an acceptable solution. See the detail attached on the last page. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 172561 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 E/990-AS5.03 RFI 65 ?? ?? Epoxy 90 degree bent rebar into wall. What rebar is to be installed in the slab? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 173562 12" PRECAST CONCRETE PLANK #6@12"#7@12" DOWELS #5@12" DOWELS #6@12" #7@6" DOWELS LA P 1' - 9 " LA P 1' - 9 " #5@12"#5@12" #4@8" #7@12" #4@8"#7@12" #5@12" DOWELS #7@12" 3 4 1 #3@8" STIRRUPS 1'-2" W x 1'-8" D BEAM (TYP OF 2) 6"x6" CHAMFER 4 1 7 3 5 9 1 3/4" 2 #4@8" LA P 1' - 6 " 6 3 3-3-6 PRECAST WALL PANEL (TYP.) LA P 2' - 1 1 " 1' - 2 " LA P 2' - 1 1 " 1' - 2 " (TYP.) 1' - 0" 8" 2' - 4 " EL. 54.00 EL. 47.50 8" #4@8" DOWEL T/ SLAB EL. 38.42 EL. 59.25 12 (TYP.) EL. 63.25 LAP 1' - 6" EL. 48.51 EL. 78.00 PLANK BRG. EL. 63.25 T/ SLAB FLOOR 11 CL R . 3" APPOXIMATE EXCAVATION LIMITS CL R . 3" 102~#7 3~#7 8 2 3' - 0 " 9 EL. 56.17 T.O PRECAST WALL EL. 83.50 14 14 #5@12" DOWELS (TYP.) LA P ( T Y P . ) 1' - 9 " #4@8" #7@12"#6@12" 3 3 2 4 1 #5@12" (TYP.) 8" 3 EL. 38.42 EL. 54.00 EL. 56.00 EL. 63.25 (TYP.) 1' - 0" 1' - 2 " LAP (TYP.) 1' - 6" 10 12 (TYP) 4 1. GENERAL NOTES: FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE DRAWING 990-AS6.04 KEY NOTES: 12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC CRUSHED STONE FILL ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC WATERSTOP #4@8" THREADED DOWEL BAR REPLACEMENTS #6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL WITH 6" EMBEDMENT CONTINUE #8 HORIZONTAL BARS ABOVE OPENING. PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE HEAD CELLS IN PLACE OF VERTICAL BARS. FLOWABLE FILL TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED. 4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS REQUIREMENTS. ALUMINUM PLANKING SIMILAR TO 2'' BOARD INSULATION ALUMINUM RAILING CONCRETE FILL PER MANUFACTURES REQUIREMENTS INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND CONCRETE CONE TO FACILITATE GRIT TOWARD COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP WITH MANUFACTURER. 1 2 3 4 5 6 7 8 9 10 11 12 H 990-AS5.04 A 990-AS5.04 13 14 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM 4429.0094429.009 20-AS3.0220-AS3.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 SE C T I O N S - 2 SE C T I O N S - 2 TRAVIS ANDERSONTRAVIS ANDERSON 8989 0 1' 2' 4'8' 0 1' 2' 4'8' 20-AS3.02 1SECTION 20-AS3.02 2SECTION 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 RFI 2 4' 1/8" What rebar is to be installed in the slab? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 174563 SAI; PROPOSED DETAIL 2" C L R . EL. 63.25 wall that has already been poured. #5@12" #5@12"x3'-4" LONG, BENT ADHESIVE ANCHOR DOWELS, EMBED 6" MIN. (TYP.) 3 1/8" 1' 2" 1' 4" 1' 1' 4" 3' 10" PROVIDE #5@12"x2'-0" LONG DRILLED ADHESIVE ANCHOR DOWEL, EMBED 4", EACH END OF WALKWAY Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 175564 6/23/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #020 – Structure 20 Coiling Door Add – R1 Dear Travis Anderson: Per prior conversations with Plant Superintendent Tyler Ver Meer, we are proposing the following: • Eliminate the planned 3” IMP located at the mezzanine level of Structure 20. • Install an overhead coiling door matching the same specs as the door scheduled for the first level. This door would be hand chain operated vs motor operated. • Provide and install (4) post bases for removable railing supplied by the owner. Our total price to perform the subject changed work is $6,611.25. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 6/27/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 176565 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 20 Price Breakdown ADD OVERHEAD DOOR - STRUCTURE 20Description: Eliminate removable insulated panels and trim located on the mezzanine level of Structure 20 and replace with a coiling door. Provide and install posts brackets for owner supplied removable railing. Description PriceQuantity Unit Unit Price CREDIT REMOVABLE IMP LABOR CREDIT REMOVABLE IMP MATERIAL OVERHEAD COILING DOOR - CHAIN OPERATED CREDIT IMP STEEL ANGLES (4) ALUMINUM POST BRACKETS 6,150.00Subtotal:-1,040.00 0.00 -8,050.00 0.00 15,240.00 0.00 $153.752.50%$6,150.00Bonds and Insurance $307.505.00%$6,150.00OH&P - Subcontractors Total:$6,611.25 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 177566 CHANGE ORDER REQUEST M WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF 501 GREENFIELD DR 56797 280TH ST TIFFIN, IA 52340 AMES IA 50010 FAX # PH # 319-545-2410 DATE : 07-18-2025 PROJECT MANAGER : JH EST CR YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 6 WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS : CREDIT- PICK-UP FROM SITE, STAINLESS STEEL ANGLES @ IMP KNOCK OUT SYSTEM, @ STRUCTURE 20 CREDIT ($1,000.00) WITH NO SALES TAX INCLUDED THANK YOU BEN BREUER WE AWAIT YOUR CHANGE ORDER TO PROCEED CC: JOE HARTL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 178567 CHANGE ORDER REQUEST M WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF 501 GREENFIELD DR 56797 280TH ST TIFFIN, IA 52340 AMES IA 50010 FAX # PH # 319-545-2410 DATE : 07-18-2025 PROJECT MANAGER : JH EST CR YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 7 WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS : REF PCO 202 PROVIDING (4) REMOVABLE ALUMINUM POST BRACKETS WITH EPOXY ANCHORS OUR PRICE IS $450.00 WITH DELIVERY AND NO SALES TAX THANK YOU BEN BREUER WE AWAIT YOUR CHANGE ORDER TO PROCEED CC: JOE HARTL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 179568 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 0 56 9 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 removable railing 11'-6"11 ft 6 in Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 181570 4" #4@10" CLOSED STIRRUPS 4" 3~#7 2~#7 A A BEAM B-3 BEAM B-2 1' - 0 " 2' - 0 " 1' - 0"1' - 0 " 3~#7 2~#4 2~#7 #4 CLOSED STIRRUPS 3~#7 2~#7 2' - 0 " 1' - 0" 1' - 0 " #4 CLOSED STIRRUPS SECTION A-A SECTION B-B 4"4" #4@10" CLOSED STIRRUPS 4"4" #4@10" CLOSED STIRRUPS3~#7 2~#7 B B 3~#7 2~#7 1' - 2" 4" #4@10" CLOSED STIRRUPS 4" B B BEAM B-1 BOXOUT 8" BRG./ COLUMN C-1 COLUMN C-2 1' - 0 " 2~#4 COLUMN C-1 COLUMN C-2 2' - 1 1 " LA P 2' - 1 1 " 2' - 1 1 " LA P 2' - 1 1 " COLUMN C-3 3~#7 2~#7 3~#7 2~#7 3~#7 2~#7 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" 4'-6" x 4'-6" FOOTING COLUMN C-2 1' - 0" SECTION C-C 1' - 0 " 1' - 0" 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" 6'-6" x 6'-6" FOOTING COLUMN C-1 1' - 0" 4~#6 DOWELS #4@12" 4~#6 4~#6 DOWELS 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" WIDENED WALL FOOTING 1' - 0" 4~#6 DOWELS COLUMN C-3 1. GENERAL NOTES: SEE GENERAL NOTES ON 990-AS6.04 KEY NOTES: #4@8" DOWELS WITH THREADED DOWEL BAR REPLACEMENTS. 4000 PSI CONCRETE FILL AS REQUIRED PER EQUIPMENT MFRS. 1 2 1. 2. 3. NOTES PROVIDE CONTINUOUS BACKER ROD AND CAULK AT EDGE OF IMP WALL PROVIDE CONTINUOUS SEAL PER MANUFACTURER'S DETAILS AND SPECIFICATION. ALL EXTERIOR EXPOSED SURFACES SHALL BE PAINTED W/ KYNAR 500 OVER CORROSION RESISTANT PRIMER AND ALL SS HARDWARE SHALL HAVE A CORROSION RESISTANT COATING A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:30 AM9/9/2024 9:20:30 AM 4429.0094429.009 20-AS5.0120-AS5.01 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S - 1 DE T A I L S - 1 TRAVIS ANDERSONTRAVIS ANDERSON 9292 NO SCALE20-AS5.01 A BEAM DETAILS NO SCALE20-AS5.01 B COLUMN DETAILS 20-AS5.01 C DETAILED INTERMEDIATE LEVEL PLAN 0 1' 2' 4'8'20-AS5.01 D PANEL (IMP) WALL SECTION TYPICAL INSULATED METAL 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 slope concrete to exterior for drainage at 1/4" per foot. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 182571 RUN LANDING CONTINUOUS STRINGER WITH FULL PENETRATION WELDS 1 1/2"X11" CONCRETE FILLED METAL PAN STAIR TREAD WITH 3/8" RADIUS NOSING 1/4"X10" STEEL PLATE STRINGER CONCRETE FILLED METAL DECK STAIR LANDING 3X3X1/4X3" LONG ANGLE WELDED TO BASE OF STRINGER WITH 5/8" DIA. EXPANSION ANCHORS EMBEDDED 6" INTO CONCRETE R T 1" NOSE 21 " 21 " 42 " 12" 60" (MAX.) 48" (TYP.)12" 4" 1/ 4 " M A X . TOE KICK SIDE MOUNT WALKING SURFACE B 200-AS5.07 (TYP.) RAILING A 990-AS5.04 REMOVABLE GUARDRAIL POST POUR STOP 1/4"X4" TOE KICK CONCRETE TOPPING CAP PLATE 1/4" MAX. SOLID CONCRETE BLOCK OVERSIZED SLEEVE INSERT SEE PLAN STAIR STRINGER 2"X2"X1/4" GRATING SUPPORT ANGLE COPE TOP OF CHANNEL WHERE GRATING PASSES OVER TOP 2"X2"X1/4" CONT. ANGLE 3/16 2-12 3/16 2-12 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:29:05 AM9/9/2024 9:29:05 AM 4429.0094429.009 200-AS5.07200-AS5.07 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 223223 NO SCALE200-AS5.07 A CONCRETE FILLED METAL PAN STAIR NO SCALE200-AS5.07 D REMOVABLE GUARDRAIL NO SCALE200-AS5.07 B GUARDRAIL SIDE MOUNT 200-AS5.07 C STAIR STRINGER COPING 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 from shop drawing submittal Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 183572 7/28/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #021 – Admin Building Electrical and Casework Changes – R1 Dear Travis Anderson: Per CPRs 011, 014, 015 and additional conversations with the City, we are proposing the following: • Add power per CPR 015 for an owner supplied fan. • Add power per CPR 014 for AC-20-01 and AD-200-01. • Remove Reception countertop per CPR 011. • Upgrade Copy Room tops to solid surface per owner request. • Make changes to power and data locations per the attached mark-up of CPR 011. Mark-ups made are per conversations with the City. Our total price to perform the subject changed work is $8,045.87. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 8/11/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 184573 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 21 Price Breakdown ADMIN BLDG ELECTRICAL + CASEWORK CHANGESDescription: Changes to power and data at the Admin Building per CPRs 011 , 014 and 015. Changes to the reception and copy area casework per CPR 011. Description PriceQuantity Unit Unit Price CPR-015 - OWNER SUPPLIED FAN ELECTRICAL CPR-014 - COMPRESSOR AND DRYER ELECTRICAL CPR-011 - POWER AND DATA FOR FURNITURE CREDIT RECEPTION COUNTER LABOR CREDIT RECEPTION COUNTER MATERIAL UPGRADE COPY ROOM TOPS TO SOLID SURFACE 7,484.53Subtotal:-560.00 0.00 0.00 0.00 8,044.53 0.00 $187.112.50%$7,484.53Bonds & Insurance $374.235.00%$7,484.53OH&P - Subcontractors Total:$8,045.87 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 185574 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 6 57 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 7 57 6 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 8 57 7 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 9 57 8 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 0 57 9 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 1 58 0 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 2 58 1 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 3 58 2 428 Central Avenue, Fort Dodge, IA 50501 Phone: 515-573-2021 Email: Sales@fwpia.com Revised Request for Change (CO #2) MAY 14, 2025 From: B.A.K MFG dba Fletcher Wood Products 428 Central Avenue Fort Dodge, IA 50501 To: Woodruff Construction Project: Ames Nutrient Reduction Modifications – Phase 1 Change Request: Change the countertop in copy room from laminate to solid surface 10” Wall cap in copy room to be solid surface Delete the 2 SSM window sills in Lab Delete the 3 laminate sills on second floor Total Change Order: Add $ 1,525 without tax Respectfully Submitted by: Bruce K. Gast Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 194583 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx COST PROPOSAL REQUEST NO.: 015 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch. Coordinate location with OWNER in Room 20004. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 195584 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx COST PROPOSAL REQUEST NO.: 0014 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200- 01 from this breaker. Provide a non-fusible disconnect at the unit 009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 196585 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx COST PROPOSAL REQUEST NO.: 011 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-AS4.08 011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER. Drawing 200-E1.03 011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached for reference. 011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath the window and above the OWNER-provided desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 197586 SAI: Remove knee wall, steel plate supports, countertop support brackets, and countertop. Furniture will be provided by Owner. WCC: Copy Room tops were upgraded to Solid Surface. Traded for material deduct on reception desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 198587 IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 WCC: Box already in wall under desk. Provide whip into owner furniture. SAI: Move gang box and Key Note 19. SAI: Remove this receptacle. SAI: Move this receptacle south near corner to avoid desk. SAI: Remove this receptacle. SAI: Remove this receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Remove these receptacles. SAI: Move this receptacle under desk. SAI: Remove this receptacle. SAI: Add fourplex receptacles. SAI: Remove this receptacle. SAI: This will be a hardwired connection to power panel on Owner-provided furniture. WCC: Add data this location as well WCC: Add data this location as well WCC: Add power and data at location circled in blue. Other receptacles not needed. WCC: Wall and rough was installed already. This was demolished prior to drywall based on furniture plans. WCC: Comments and mark-ups in blue are based on site review with Tyler Ver Meer, Woodruff and VME on 6/18/25. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 199588 RE F . REF. RNG. REF. D W RACK RACK TV TV 4995BLR Closed Base for 4994 2 MR-611H Magnuson Group Mega Rak 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 2012 Single Coat Hook 2 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 KEY 104E LIBRARY 20007 LOCATION TBD VESTIBULE 20001 RESTROOM 20024 SHOWER 20019 JANITOR CLOSET 20023 CORRIDOR 20003 KEY 107E TRIPLE TRAYLETTER WALL RACK BIG & TALLIGNITION CHAIR BIG & TALLIGNITION CHAIR CONFERENCE/ TRAINING ROOM 20015 BIG & TALLIGNITION CHAIR KEYSFR305 - FR310 MAINTENANCE OFFICE 20011 WOMENS LOCKER ROOM 20017 STAIR 20026 RESTROOM 20025 OFFICE 20022 NUCLEUS CHAIRW/ FABRIC SEAT GARAGE 20031 KEY 115E OFFICE 20006 OFFICE 20008 MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA KEY 112E KEY 109E KEY 119E KEY 114E TABLE & CHAIR STORAGE 20015A KEY 110E KEY 113E KEY 111E KEY 105E KEY 101E KEY 104E COPY/WORK ROOM 20005 SHOWER 20018 BREAK ROOM 20013 KEY 114E RECEPTION 20004 LAB 20010 IDEAL POWERLOCATION LAUNDRY 20020 KEY 117E MUD ROOM 20012 STORAGE 20029 KEY 106E STORAGE 20027 BIG & TALLIGNITION CHAIR LOBBY 20002 KEY 102E IT CLOSET 20014 PARTS/TOOL STORAGE 20028 TRIPLE TRAYLETTER WALL RACK KEY 116E CONTROL ROOM 20009 FIRST AID/ LACATION/ SLEEP 20021 KEY 103E KEY 118ESHOP 20030 KEY 108E MENS LOCKER ROOM 20016 COAT HOOKS 25D X 72W 4'x6' MARKERBOARD 3'x 3 ' M A R K E R B O A R D 42" AFF 60" AFF 3'x4' MARKERBOARD FI S H T AN K 4'x6' MARKERBOARD 60" AFF SEATING & MARKERBOARD ONLY EXISTING SHELVING MOBILE COAT RACK 42" AFF 4'x6' BULLETIN BOARD 12 CHAIRS WITHOUT ARMS BU L L E T I N B O A R D 4'x 6 ' 4'x6' BULLETIN BOARD CE N T E R B E T W E E N W I N D O W S 4'x6' MARKERBOARD COAT HOOK60" AFF 60" AFF 3'x 4 ' M A R K E R B O A R D COAT HOOK 60" AFF EXISTING SHELVING EXISTING SHELVING 36 CHAIRS WITH ARMS 4'x 8 ' M A R K E R B O A R D COAT HOOK 4'x6' MARKERBOARD 3'x 4 ' M A R K E R B O A R D COAT HOOK 0' -10" 1' -7-1/4" 1' 1' 1' 3' - 9 - 1 / 4 " 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 0' - 9 - 1 / 2 " 1' 3' -10" 7' - 1 0 " 3' -10" 1' -7-1/2" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 CR CL 1f t 30 / 3 0 1f t HS D G 48 42H MP 4 8 4 30 / 6 5 BBF 30/48 FEP 36/42 30 / 5 1 30 / 4 8 30 / 4 8 36/3 MP 6 0 4 SL3029F FEP MP 3 0 4 24 x 3 6 x 2 9 24 x 3 6 x 2 9 BBF To p 48 SL3029F BB F 30 / 7 2 / 3 0 H 24 x 3 6 x 6 6 MP484 18 x 2 4 x 6 6 18 x 3 6 x 6 4 30 / 7 2 / 3 0 H 2141XLAL 24 / 4 2 30 / 7 2 / 3 0 H 48/65 30/72 HATB-2S-T HATB-2S-T FEP 22 / 4 8 F MP 2 4 4 BB F MP484 65E-F 48 SL3029F 30 / 7 2 / 3 0 H 48/65 30 / 4 8 24 / 4 2 MP 3 0 4 30 / 7 2 / 3 0 H 36/5 FE P L Ga n g 36/5 60 HF23B 30 / 2 4 5f t HF23B 35 W HS D G 1f t SL 3 0 2 9 F HF23B Ga n g 2141XLAL 35 W 5f t 1f t H37-1/8-N Ga n g 35 W 28/70 5f t 24/30 48/35 36 1f t 24 x 3 6 x 2 9 BB F HS D G 5f t 30/48 Ga n g 65E-F FF SL3029F HF23B FE P FF FF BB F SL 3 0 2 9 F 30 / 5 4 22 / 4 8 F Top BBF PU L L Ga n g 2012 1f t 5f t Ga n g FB 1f t 1f t MP 4 8 4 5f t 60 / 4 8 / 3 0 / 3 0 HF23C 30 / 7 2 / 3 0 H BB F 30 / 6 5 MP 4 8 4 30 / 2 7 H37-1/8-N 18 x 2 4 x 6 6 FEP FEP 65E-F 1f t Ga n g FF FEP Ga n g 36 / 3 1f t MP 4 8 4 48/42 Ga n g CD P A _ R CD P A _ R Ga n g 1f t 5f t WB K 18 x 4 2 x 6 4 3172BL 24 x 3 6 x 2 9 FEP Ga n g 24 x 3 6 x 6 6 1f t 1f t 5f t CD P A _ L 5f t WB K 5f t 72 / 4 8 / 2 4 / 3 0 FEP 5f t 5f t 30 / 3 0 HA T B - 2 S - T FEP BBF MP 3 0 4 65 T Ga n g H37-1/8-N BB F 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H SL FB 22 / 4 8 F 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 1f t H37-1/8-N 65E-F MP 3 0 4 BB F 36/42 5f t HS D G MR-611H 5f t BB F 30 / 7 2 / 3 0 H 30 / 4 8 48 48 Ga n g PU L L 65E-F 30 / 7 2 / 3 0 H 48/65 Ga n g 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 2012 SL3029F FEP HF23B 36/5 HSDG HF23C BBF 48/65 CD P A _ L 30 / 7 2 / 3 0 H 1f t 1f t BB F CM P 6 0 1 4 5f t Ga n g 30/48 5f t 30 / 2 4 49 9 4 Ga n g 72 / 4 8 / 2 4 / 3 0 5f t 30 / 4 8 FEP 30 / 6 5 30 / 7 2 / 3 0 H 36 / 5 MP 4 8 4 Ga n g 48 5f t WB K 1f t FF 30/72 65 E - F WB K 35 W 49 9 4 2012 1f t 30/60 HATB-3S-T 5f t 30 / 7 2 / 3 0 H 35 W 30 / 7 2 / 3 0 H 18 x 3 6 x 6 4 FEP 30/48 H37-1/8-N 30 / 6 0 20X28 FEP 48 3172BL Ga n g MP 4 8 4 HATB-2S-T 36/5 1f t 65E-F HS D G BB F 4995BLR Ga n g 24 x 3 6 x 2 9 36/5 Ga n g 30 / 7 2 / 3 0 H 48 30 / 7 2 30 / 6 5 60 H37-1/8-N Ga n g 30 / 7 2 / 3 0 H 24 x 3 6 x 2 9 65 E - F 24/30 30 / 4 8 MP604 5f t 30 / 3 0 SL 3 0 2 9 F HF23C 30 / 7 2 / 3 0 H 5f t FF FE P R FEP BB F 30/72 22 / 4 8 F H37-1/8-N CL CL CL SC FB FB FB CR CLCR CLCLCR SL SL DP A _ R DPA_L DP A _ L D P A _ R DP A _ L DPA_R 29H29H 6060 HM G 1 HMG 1 HMG1 HMG 1 HMG1 HM G 1 HMG 1 HMG1 HM G 1 HMG1 HMG 1 HM G 1 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HI G S 6 HI G S 6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 KB KB HNR1 HI W M M HI W M M HI W M B T HIWMM HI W M M HIWM B T HIWM M HIWM B T HI W M M HIWMMHIWMM HIWM B T HIWM M HIWMM HI W M M HI W M M HIWM M HIW M M HIWM M HMG5HMG5 HMG5HMG5 HICS 7 HICS 7 HICS 7 HICS 7 HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 HT L L E C T A 14 x 3 6 x 3 7 HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23B HF23C HF23C 48/3 0 HF23C HF23C HF23B HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23C 15/48 VH7-F WT H WT H WT H WT H WT H WT H WT H WT H WT H WT H 36 x 7 2 H 36 x 7 2 H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 8 F 22 / 4 8 F 22 / 4 2 F MA MA MA MA MA MA MA 15/72 15/48 MA MA 22/54F 22/54F22/48F 22/48F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 LK R / D / 3 0 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 L K R / D / 3 6 / 7 2 - 6 TC48-F TC36-F TC48-FTC36-F TC 3 0 - F TC48-F TC48-F TC 3 0 - F TC48-F TC 3 0 - F TC 3 0 - F TC48-F PAGE NO. THESE TERMS AND CONDITIONS. CONSTITUTES AGREEMENT TO ACCEPTANCE OF THIS DOCUMENT OR DESTROYED AS INSTRUCTED. RETURNED TO WORKSPACE INC. NOTES AND ANALYSIS, MUST BE ALL COPIES, EXTRACTS, RELATED THIS DOCUMENT, ALONG WITH DEMAND OF WORKSPACE INC., RIGHTS RESERVED. UPON THE WORKSPACE INC. ALL PATENT WRITTEN CONSENT OF MANNER WITHOUT THE EXPRESS LOANED, OR USED IN ANY OTHER BE DISCLOSED, REPRODUCED, INFORMATION HEREIN MUST NOT EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED IN WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 1/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 PROJECT DESCRIPTION Admin Building d:\DESIGN PROJECTS\A-F\CITY OF AMES\RFPS\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER Nathan Wells Ames Water Pollution Control Plant Holly Reeves DESIGNER DATE PROJECT WORKPLACE CONSULTANT Drawing from furniture supplier - furniture provided by OWNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 200589 TV 2012 Single Coat Hook 2 MOUNT THIS TRANSACTION COUNTER AT 32" AFF FOR ADA LOCATION TBD COPY/WORK ROOM 20005 VESTIBULE 20001 LOBBY 20002 IDEAL POWER LOCATIONRECEPTION 20004 KEY 101E NUCLEUS CHAIR W/ FABRIC SEAT COAT HOOKS 4'x6' BULLETIN BOARD FI S H T AN K 4'x6' MARKERBOARD 'x 8 ' M A R K E R B O A R D 60" AFF 4'x6' BULLETIN BOARD 0' -10" 3' - 9 - 1 / 4 " 1' 7' - 1 0 " CR CL HATB-3S-T 60 / 4 8 / 3 0 / 3 0 FEP 2012 42H HS D G 36/42 CM P 6 0 1 4 30 / 5 1 36/42 35 W HF23C FB BB F 48/35 36 FE P L CD P A _ L 48/42 35 W HF23C FE P R FF 28/70 CD P A _ R HF23C BB F FF CR CLCL CL CR CR HNR1 HICS 7HICS 7 HICS 7 HICS 7 HF23C HF23C HF23C HF23C 48/3 0 15/48 VH7-F MA 15/72 15/48 TC48-F TC48-FTC36-F TC36-F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 2/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 201590 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20006 TRIPLE TRAY LETTER WALL RACK 20005 BIG & TALL IGNITION CHAIR KEY 102E LIBRARY 20007 4'x6' MARKERBOARD COAT HOOK 60" AFF 42" AFF 1' 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 x4 2 x 6 4 24 x 3 6 x 2 9 24 x 3 6 x 6 6 30 / 2 4 36/536/5 18 x 2 4 x 6 6 48 36/5 3172BL FB HF23B BB F PU L L 24 x 3 6 x 2 9 HF23B 24 / 4 2 HF23B HF23B HF23B 72 / 4 8 / 2 4 / 3 0 2012 24/30 24 x 3 6 x 2 9 36/5 60 36 / 5 FB HI G S 6 HI G S 6 KB HIW M B T HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23B MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 3/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. PROJECT DESCRIPTION 05/12/25 Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves WORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 202591 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 4995BLR Closed Base for 4994 2 KEY 107E LIBRARY 20007 BIG & TALL IGNITION CHAIR 60" AFF COAT HOOK 60" AFF COAT HOOK 42" AFF 1' 1' 3' -10" 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 HX 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 18 x 4 2 x 6 4 BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 36/536/5 60 HF23B 60 48 48 36/5 BB F 4995BLR PU L L 24 x 3 6 x 2 9 24 x 3 6 x 2 9 49 9 4 24 / 4 2 2012 36/5 24/30 24/30 3172BL 36 / 5 FB PU L L 24 / 4 2 72 / 4 8 / 2 4 / 3 0 20123172BL FB FB HI G S 6 HI G S 6 HI G S 6 HI G S 6 KB KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23C HF23B HF23B HF23B MA MA 22/48F 22/54F22/48F 22/54F PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 4/12 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Holly Reeves Ames Water Pollution Control [Order entry, Contract DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 203592 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20008 TRIPLE TRAY LETTER WALL RACK KEY 103E BIG & TALL IGNITION CHAIR KEY 105EKEY 104E 3' x 4 ' M A R K E R B O A R D 60" AFF 42" AFF COAT HOOK 4'x6' MARKERBOARD 1' 0' - 9 - 1 / 2 " 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 24 x 3 6 x 2 9 BBF 3172BL SL 3 0 2 9 F BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 60 FE P 30 / 2 4 48 18 x 2 4 x 6 6 Top 49 9 4 2012 24 x 3 6 x 2 9 MP604 24/30 HSDG 24 x 3 6 x 6 6 PU L L 36/3 24 x 3 6 x 2 9 24 / 4 2 30/60 CL FB FB HI G S 6 HI G S 6 KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HF23B HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23B 48/3 0 HF23B HF23B HF23B MA MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 5/12 PROJECT DESCRIPTION PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT DESIGNER DATE PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 204593 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 KEY 104E KEY 106E CONTROL ROOM 20009 BIG & TALL IGNITION CHAIR KEYS FR305 - FR310 KEY 105E KEY 104E BIG & TALL IGNITION CHAIR 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D 4'x6' MARKERBOARD 3'x4' MARKERBOARD 60" AFF COAT HOOK 1' -11-1/4" 1' 0' - 9 - 1 / 2 " BBF SL 3 0 2 9 F 36/3 2141XLAL SL3029F MP 6 0 4 HSDGMP604Top FE P BB F 3 0 / 6 0 24 x 3 6 x 6 6 HA T B - 2 S - T 18 x 3 6 x 6 4 30/60 FEP 30 / 5 4 CL HIGS6 HIGS6 HI W M B T HIW M B T HF23C HF23C HF23C HF23C 48/3 0 MA MA LK R / D / 3 0 / 7 2 - 6 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 6/12PAGE NO. 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Ames Water Pollution Control Holly Reeves [Order entry, Contract Nathan WellsWORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 205594 2141XLAL LAB 20010 TRIPLE TRAY LETTER WALL RACK 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D SEATING & MARKERBOARD ONLY BU L L E T I N B O A R D COAT HOOK 4' x 6 ' 60" AFF 1' 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 1' -7-1/2" FEP MP 4 8 4 FEPFEP 48 SL FEP 48 FEP MP 4 8 4 MP 3 0 4 FEP MP 4 8 4 22 / 4 8 F 22 / 4 8 F 48 HIW M M HIWMM HF23C HF23C HF23C HF23C HF23B HF23C HF23C HF23C HF23B WT H WT H WT H 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 05/12/25 PAGE NO.7/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION Holly Reeves Ames Water Pollution Control [Order entry, Contract Nathan Wells PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 206595 KEY 114E KEY 110E KEY 113E KEY 111E KEY 114E KEY 109EMAINTENANCE OFFICE 20011 KEY 108E KEY 112E 4'x6' MARKERBOARD 4'x6' MARKERBOARD 4' x 6 ' BU L L E T I N B O A R D 1' -7-1/4"1' -7-1/2" BB F 22 / 4 8 F To p FEP HATB-2S-T FEP HATB-2S-T FEP MP 4 8 4 FEP 30/72 FEPFEP FEP 48 FEP 22 / 4 8 F BB F 18 x 3 6 x 6 4 BB F SL 30/72 30 / 4 8 FEP 30 / 4 8 MP 4 8 4 BB F 30 / 4 8 FEP FEP 30 / 7 2 MP 4 8 4 48 FEP 30 / 4 8 BB F 22 / 4 8 F 48 MP 4 8 4 HATB-2S-T 36 / 3 30 / 4 8 30 / 4 8 48 MP 4 8 4 48 22 / 4 8 F MP 3 0 4 30/72 BB F MP 4 8 4 48 SC HIGS6HIGS6 HI W M M HI W M M HI W M M HIWMMHIWMM HI W M M HIWMM HI W M M HI W M M HF23C HF23C HF23C HF23CHF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H WT H WT H 22 / 4 8 F 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 8/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control WORKPLACE CONSULTANT DATE DESIGNER PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 207596 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 KEY 119E OFFICE 20022 KEY 115E KEY 118E KEY 116E KEY 117E COAT HOOK 4' x 8 ' M A R K E R B O A R D 60" AFF 1' HS D G 30 / 3 0 WB K 30/48 65E-F HS D G FF SL3029F MP 2 4 4 WB K 30 / 3 0 MP484 65E-F 30 / 6 5 FF BBF 30/48 SL 3 0 2 9 F SL3029F 48/65 BBF WB K MP 3 0 4 SL3029F 36/5 65E-F MP 3 0 4 CD P A _ L 35 W SL3029F 30 / 6 5 30/48 BBF MP484 HS D G 65E-F SL 3 0 2 9 F 2141XLAL 30/48 FF 35 W 30 / 3 0 65 T MP 3 0 4 30 / 6 5 30 / 6 5 48/65 WB K 30 / 2 7 65 E - F BBF FF HS D G 48/65 65E-F 65E-F 35 W 48/65 CD P A _ R 65 E - F CL CL SL SL DPA_L DP A _ L D P A _ R DP A _ L D P A _ R DPA_R HI G S 6 HI G S 6 HIW M M HIW M M HIW M M HIW M M HF23C HF23C HF23C 48/3 0 48/3 0 48/3 0 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F MA MA MA MA HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 TC 3 0 - F TC 3 0 - F TC 3 0 - F TC48-FTC48-F TC 3 0 - F TC48-F TC48-F AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net PROJECT DESCRIPTION 9/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw [Order entry, Contract Holly Reeves Ames Water Pollution Control Nathan Wells DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 208597 2141XLAL Coat Rack w/ 5 hooks on a flush plate CORRIDOR 20003 KEY 119E FIRST AID/ LACATION/ SLEEP 20021 COAT HOOK 60" AFF 1' MP 3 0 4 30 / 6 5 30 / 3 0 SL3029F 30/48 HS D G MP484 SL 3 0 2 9 F 65E-F BBF 2141XLAL 65E-F 20X28 CL DPA_L HIW M M 48/3 0 HF23C HF23C WT H 22 / 4 2 F MA HL E D 1 7 A S 42 TC 3 0 - F d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 10/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net [Order entry, Contract Holly Reeves Nathan Wells Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 209598 REF. RNG. REF.IT CLOSET BREAK ROOM 20013 TABLE & CHAIR60 29H 29H 60 HM G 1 HMG1 HM G 1 HMG1 HMG1 HMG1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HMG5HMG5HMG5HMG5 LK R / D / 3 6 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 11/12 05/12/25 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION PAGE NO. Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves PROJECT WORKPLACE CONSULTANT DESIGNER DATE KEYS FR311 - FR322 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 210599 RACK RACK TV MR-611H Magnuson Group Mega Rak 1 TABLE & CHAIR STORAGE 20015A LOCATION TBD IT CLOSET 20014 CONFERENCE/ TRAINING ROOM 20015 25D X 72W 36 CHAIRS WITH ARMS MOBILE COAT RACK 12 CHAIRS WITHOUT ARMS 1f t 5f t 5f t 1f t Ga n g 1f t Ga n g Ga n g H37-1/8-N 1f t 1f t 5f t 1f t 5f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H H37-1/8-N MR-611H 5f t 5f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 30 / 7 2 / 3 0 H Ga n g 1f t 5f t 30 / 7 2 / 3 0 H 5f t Ga n g 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 5f t 5f t 1f t Ga n g 1f t Ga n g 5f t H37-1/8-N 30 / 7 2 / 3 0 H 5f t 1f t Ga n g 1f t 30 / 7 2 / 3 0 H Ga n g Ga n g Ga n g 5f t Ga n g 1f t Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 30 / 7 2 / 3 0 H Ga n g 5f t 1f t H37-1/8-N30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 5f t 1f t Ga n g 5f t 1f t 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t Ga n g 5f t Ga n g 30 / 7 2 / 3 0 H H37-1/8-N HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HICS 7HICS 7 HT L L E C T A 36 x 7 2 H 36 x 7 2 H PAGE NO. PROJECT DESCRIPTION 05/12/25 12/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT PROJECT DATE DESIGNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 211600 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #023 – Raw Waste Gate Valve Credit Dear Travis Anderson: Per the request of Strand Associates, we are proposing the following: • Deduct supply and install of (1) 20" Gate valve w/ electric actuator • Deduct supply and install (2) 30" gate valve w/ electric actuator(s) Our total credit for the subject changed work is ($142,912.18). All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 212601 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 23 Price Breakdown RAW WASTE GATE VALVES CREDITDescription: Credit supply and install for (2) 30" gate valves and (1) 20" gate valve located in the Raw Waste Basement . Credit includes actuators associated with these valves. No work will be done on the existing valves or actuators. Description PriceQuantity Unit Unit Price GATE VALVE MATERIAL CREDIT CREDIT 30" GV LABOR CREDIT 20" GV LABOR CREDIT GASKETS AND BOLTS -142,912.18Subtotal:-5,557.00 0.00 -137,355.18 0.00 0.00 0.00 Total:$-142,912.18 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 213602 TERMS & CONDITIONS ADDITIONAL COMMENTS Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed PREPARED BY: 2025-07-17-MT-1 July 17, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES - NURIENT REDUCTION - CREDIT FOR 20" & 30" GATE VALVES Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Item No.Tag Description 1 1 Quantity Size 30" $ 26,000 $ 26,000 Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C20" Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C2 $ 104,000 $ 52,000 2 Total Credit $ 133,000 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-17-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 214603 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #024 – Admin Building Well Tanks Dear Travis Anderson: Per RFI 113 , we are proposing the following: • Supply well tanks as outlined in the RFI response. Tanks will be Amtrol WX-452C. • Price does not include labor and includes a credit to cover the cost of the tanks that could have been assumed. Our total price to perform the subject changed work is $30,666.53. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/10/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 215604 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 24 Price Breakdown ADMIN BUILDING WELL TANKSDescription: Supply well tanks per RFI 113. Description PriceQuantity Unit Unit Price SUPPLY WELL TANKS 200-01 + 200-02 CREDIT 200 GALLON POLY TANK COST 28,527.00Subtotal:0.00 0.00 0.00 0.00 30,027.00 -1,500.00 $713.182.50%$28,527.00Bonds & Insurance $1,426.355.00%$28,527.00OH&P - Subcontractor Total:$30,666.53 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 216605 Change Order Estimate RFI 113 Rev1 Description: QTY UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL LINE TOTAL Project Manager 1 HRS 110.00 110.00 110.00 JOURNEYMAN PLUMBER 0 HRS 90.00 0.00 0.00 APPRENTICE 0 HRS 60.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL 0.00 0.00 Water Tanks 2 UNIT 0.00 11,000.00 22,000.00 22000.00 shipping 2 LOT 0.00 2,000.00 4,000.00 4000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PRIME-TOTALS 110.00 26,000.00 0.00 26,110.00 LS 0.00 0.00 0 1 LS 0.00 0.00 0 LS 0.00 0.00 0 LS 0.00 0.00 0 SUB-TOTALS 0.00 0.00 0.00 0.00 BOND (IF APPLICABLE) Company:PROCTOR MECHANICAL CORP FEE PRIME (15%)3,916.50 Contact: Date:7/3/2025 MATERIAL TAX 0.00 Rick Wald QUOTED PRICE 30,027 Rick Wald Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 217606 PROCTOR MECHANICAL CORPORATION 1100 HOAK DRIVE WEST DES MOINES, IA 50265 PLUMB SUPPLY COMPANY - DSM 1622 NE 51ST AVE DES MOINES, IA 50313-2125 Phone 515-262-9511 EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10109168707/24/2025 1 of 1 PLUMB SUPPLY COMPANY - DSM 1622 NE 51ST AVE DES MOINES, IA 50313-2125 Phone 515-262-9511 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED DSM COMMERCIAL BEST WAY 06/24/2025CHRISTOPHER GOULDING 2% 15TH, NET 20TH 1245 ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: PROCTOR MECHANICAL CORPORATION 1100 HOAK DRIVE WEST DES MOINES, IA 50265 SHIP TO: No *********************************** *********************************** * DOES NOT MEET A.I.S. REQ * ********************************* DOES MEET BUY AMERICAN REQ ********************************** MADE TO ORDER 4-5 WEEK LEAD TIME ********************************** WX-452-C-150-PSI AMTROL WELL TANK 392374 ~~SPECIAL ORDER, NO RETURN~~ 2ea 11000.000/ea 22000.00 22000.00 22000.00 Printed By: GOUCHR on 6/24/2025 1:08:38 PM CDT Please note that all quoted prices are subject to change without notice due to fluctuations in tariffs, taxes, and other market conditions. Any increase in costs resulting from changes in tariffs will be reflected in the final price. At Plumb Supply we strive to provide accurate and up-to-date pricing, but external factors may necessitate adjustments. Thank you for your understanding. Estimated Tax 0.00 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 218607 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 113 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 6/03/2025 Owner: City of Ames Date Required: 6/06/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on what will call for the wells pumps to run? PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run similar to existing based on pressure switch located at pressure tanks (WT-200-01/02). See the upcoming CPR for additional information. Chris Wright 6/13/25Chris Wright 6/13/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 219608 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 220609 7/16/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #025 – Well Pump Controls (CPR-016) Dear Travis Anderson: Per CPR-016, we are proposing the following: • Provide electrical, controls and programing modifications per CPR-016. Our total price to perform the subject changed work is $3,200.01. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/23/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 221610 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 2 61 1 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 3 61 2 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 4 61 3 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 5 61 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 6 61 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 7 61 6 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 July 2, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx COST PROPOSAL REQUEST NO.:016 TO:Woodruff Construction, Inc. ISSUED BY:Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Sections 26 09 00 and 26 09 90 016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed as part of the Administration Building demolition. Provide the following I/O and controls to maintain functionality of the well pumps. Controls described below shall be provided in SCC-200 and be messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time required to implement PLC and SCADA HMI programming additions: SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 200 OFFICE WATER SUPPLY WELL PUMP PRESSURE SWITCH PS-200- 01 1 0 0 0 2~#14 FROM PRESSURE SWITCH RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 2 WELL PUMP NO. 1 START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 2 WELL PUMP NO. 2 START/STOP WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand- Off-Auto switch as follows: 1.In SCADA “Hand,” the pump shall start and run. 2.In SCADA “Auto,” the pumps shall be controlled as follows: a.When the office water supply pressure falls below the well pump pressure switch (PS-200-01) setpoint, the lead pump shall start and run. When the office water supply pressure rises above the well pump pressure switch setpoint, the lead pump shall shut down. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 228617 Cost Proposal Request No.016 Contract 2024-089 Page 2 June 30,2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for alternation of the pumps as follows: (1)In the “Fixed” mode, the operator shall be able to select the lead pump with the unselected pump automatically becoming the standby pump. Alternation of the pumps shall be done manually by the operator. (2)In the “Automatic” mode, there shall be an automatic alternator within this PLC that shall rotate the pump sequence each time the lead pump shuts down. (3)If the lead pump is called to run and fails to start (call-to-run fail), is operating and fails, or is taken out of "Auto” (SCADA selector switch), the standby pump shall rotate into the lead position. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-P7.08 0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on attached drawing. 0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing. Drawing 200-E1.04 0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply piping.Pressure switch shall be as specified in Section 26 09 00.2.15. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 229618 1.53/4" DCW 1.53/4" DHW 43/4" DCW 1.53/4" DHW 1.53/4" DCW BV 18.51 1/2" DCW 1.53/4" DCW 1.53/4" DHW 3/4" DHWR BV BV BV BV BV 31" DCW 31" DHWEEWS-1 1.53/4" DCW 1.53/4" DHW 101" DCW 101" DHW BV BV BV BV BV L-1 L-1 L-1 L-1 LT-1 WB-1 UR-1 L-1 L-1 SK-1 WH-1 SK-2 SK-2 SK-2 SK-1 MB-1 23/4" DCW 23/4" DHW 23/4" DCW 23/4" DHW81" DHW 401 1/2" DCW 13/4" DCW 13/4" DHW 23/4" DCW BV BV SK-1 23/4" DHW 23/4" DCW 13/4" DCW 13/4" DHW 33/4" DHW 33/4" DCW 131" DCW 131" DHW (TYP.) 21" DHW 141" DCW 21" DCW 21" DHW WATER HAMMER ARRESTOR WH-1 BV 43/4" NPW BV BV TMV-1 SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. 1.53/4" DCW 1.53/4" DHW 1.53/4" DCW 1.53/4" DHW 61 1/2" DCW CIRCUIT SETTER 61 1/4" DCW BV BV RPZ BV 75.251 1/2" DCW 31.51 1/2" DHW 0.53/4" DCW WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 EWC-1 (TYP.) (TYP.) 21" DCW 21" DHW 21" DCW 21" DHW BV BV 3/4" DHWR WH 200-01 DHWP 200-01 BV 361 1/2" NPW SH-1 SH-1 SEE SHEET 200-P7.07 FOR CONTINUATION. HEATING HOT WATER SYSTEM CONNECTION BV 1.51/2" DCW 1.51/2" DHW WS 200-01 CF 200-01 WT 200-02 WT 200-01 WATER HAMMER ARRESTOR SK-2 4.51" DCW 4.51" DHW 1.51 1/2" DHW 1.51 1/2" DHW 14.51 1/2" DCW CV KEY NOTES: REFRIGERATION CONNECTION BOX FOR FUTURE USE.1 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM 4429.0094429.009 200-P7.08200-P7.08 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C TRAVIS ANDERSONTRAVIS ANDERSON 248248 NO SCALE ENLARGED OFFICE WATER SUPPLY SCHEMATIC 1 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Bypass valve required. Well Pump Pressure Switch Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 230619 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Valve shown on isometric Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 231620 7/22/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #026 – Control Box A Gate Credit Dear Travis Anderson: Per the request of Strand Associates and the City of Ames, we are proposing the following: • Credit back the removal of the existing gate and supply and installation of a new gate for Control Box A. • Replace the seals and actuator on the existing gate per the recommendations of Coplastix. Our total credit for the subject changed work is ($33,472.00). All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 8/5/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 232621 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 26 Price Breakdown CONTROL BOX A GATE CREDITDescription: Credit Control Box A Gate removal and re -install with new. Replace seals on the existing gate and install a new actuator Description PriceQuantity Unit Unit Price CONTROL BOX A GATE MATERIAL CREDIT CREDIT GATE REMOVAL AND INSTALL CONCRETE MATERIAL CREDIT COPLASTIX SEAL REPLACEMENT -33,472.00Subtotal:-6,160.00 0.00 -42,912.00 0.00 0.00 15,600.00 Total:$-33,472.00 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 233622 TERMS & CONDITIONS ADDITIONAL COMMENTS Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed PREPARED BY: 2025-07-18-MT-1 July 18, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:Ames - Nutrient Reduction - Credit For SLG-05-01 Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Item No.Tag Description 1 1 Quantity Size $ 59,000 $ 59,000 Deduct for Whipps Gate - SLG - 05 -01 Total Credit $ 59,000 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-18-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 234623 TERMS & CONDITIONS ADDITIONAL COMMENTS 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-16-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". SUB-TOTAL $ 16,268 $ 15,268 $ 15,268 Auma SAEX14.6/GK25.2/ACEXC01.2120" x 72" 2 Start-up $ 1,000 $ 1,000 1 Start Up for Electric Actuator Item No.Tag Description 1 Structure 5 - SLG- 05-01 (Control Box SG-48 from Ashbrook))) 1 Quantity Size PREPARED BY: 2025-07-16-MT-1 July 16, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES, IA - NUTRIENT REDUCTION Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 235624 Classified by Alfa Laval as: Business June 24, 2025 To: Ames, IA Attn: Zach Phillips/Woodruff Construction Re: Seal Replacement Kit/Door- Coplastix Sluice Gate Alfa Laval Quote No.: 05072025 r1 Dear Mr. Phillips, Item #1 SG-48 Item #2 Item #3 SG-48 5400 International Trade Drive Richmond, VA 23231 - USA (800) 362 - 9041 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 236625 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 2 Classified by Alfa Laval as: Business NOTES AND EXCEPTIONS: A. Equipment offered is Coplastix Standard Design. B. Alfa Laval Inc. requires the customer furnish a written purchase order and it must be executed to schedule date. No technician will be dispatch to the job site without receiving a purchase order. C. Scheduling: We require 3 weeks’ notice minimum to schedule field service. Service will be confirmed subject to PO and current workload. D. Cancellation: 48-hour notice is required. In the event the field service is postponed or canceled within 48 hrs., a cancellation fee shall be imposed, to include all costs for time, travel, mileage, and expenses, as applicable. E. Tools: Alfa Laval technicians carry standard hand tools. Extra tools shall be provided by the customer. F. Equipment: All safety equipment, ladders, man lifts, rain tents, etc. shall be provided by the customer. The area of the gates shall be dry including the bottom for 48 hrs. G. Disassembly/reassembly of gates shall be done with the help of customer. Alfa Laval technician might be present to assist during disassembly unless disassembly done prior to technician arrival. Reassembly and adjustment of gates will be done after seals replaced. DO NOT assume any item not listed above is included in our proposal. Material/Equip. Total Price (see individual pricing above if not all needed) = $63,400.00 ea. Installation Service (1T, 2D) = $8,800.00 Freight: Included Total = $15,600.00 Contact (Mark Enochs) Tel # (952) 334-9257 for placing order. Unless otherwise specified in this proposal, all installation of equipment supplied by Alfa Laval, Inc. shall be installed by others. Taxes: The quoted price does not include any local, state, or federal taxes, permits or other fees. Any taxes or fees that may apply must be added to the quoted price and paid by the buyer. Proposal Acceptance: This proposal is offered for acceptance within thirty (30) days from date of this quotation or date of bid opening, whichever is the later date. Prices are subject to review thereafter. Prices are firm, based upon receipt of a Letter of Intent or Purchase Order and notice to proceed within this thirty (30) day period and the review and return of submittal drawings to Alfa Laval within thirty Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 237626 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 3 Classified by Alfa Laval as: Business (30) days. Delays caused by slow return of submittals and/or other manufacturing delays caused by the contractor, owner, owner's agent or engineer may result in additional charges of 1% per month for such delays or part thereof. Shipment: Shipment on the replacement seals can be made within three (3) to four (4) weeks after receipt of executed order. If a replacement door is needed, the delivery will be approx. sixteen (16) weeks, depending on shop loading at time of order. Service needs to be scheduled at a minimum three weeks prior of date of service. Payment Terms: 100% net 30 days (subject to credit approval) and as such no provision for retainage will be allowed under the terms of this project. These payment terms are not contingent upon payment from owner to Purchaser. Shipments such as embedded metal or partial items will be invoiced as shipped on a prorated price to be determined by Alfa Laval, Inc. If Purchaser delays shipment, Alfa Laval, Inc. may invoice and pass title to the Purchaser; Purchaser agrees to remit the amount due at the times stated, as if the equipment had shipped. All costs of storage shall be at the Purchaser's expense. Escalation Charges: In the event that delivery of equipment cannot be made on the scheduled delivery date agreed upon between Alfa Laval and buyer and as evidenced by the terms of the contract, due to buyer delay, Alfa Laval reserves the right to assess reasonable escalation charges to the project at the rate of 1% per month of the contract value for each month that the project is delayed. Terms: Alfa Laval's Standard Terms and Conditions are enclosed and apply in their entirety. All applicable sales, use or other taxes are to be paid by buyer. If any taxes are to be paid by seller, the quotation price shall automatically be increased by the same amount. Failure to pay invoices promptly when due nullifies Alfa Laval, Inc.’s obligation to perform work under warranty, installation and start-up in a timely manner. The contractor explicitly agrees that subject to acceptance by the consulting engineer and/or the owner, Alfa Laval, Inc. may substitute a stand-by letter of credit in lieu of cash retainages required in the plans and specifications and contract documents, and 100% of the cash released by such acceptance will flow through immediately to Alfa Laval, Inc. All orders are subject to credit approval prior to acceptance of contract and/or purchase order. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 238627 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 4 Classified by Alfa Laval as: Business General Notes: There is no provision included in the quoted price, unless noted, for field erection supervision, tests, inspections, or adjustment of equipment. If factory representative is required for any of these services, please refer to "Service Terms" enclosed. The equipment offered by Alfa Laval, Inc. is our standard design, materials, and manufacture. In the event that these items of equipment are subject to any alteration in design or materials or manufacture by the contractor, owner, owner's agent or engineer, such alterations shall be subject to change in the contract price and/or delivery schedule. We wish to thank you for the opportunity of offering this proposal. Should you have any questions, please feel free to contact our representative or us noted below. Sincerely, Doug Thomas Doug Thomas Busine Unit Manager, Fluid Control cc. MNX, Inc. (Mark Enochs) Alfa Laval Sales Representative Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 239628 Page 5 of 6 Alfa Laval Terms and Conditions of Sale (June 2020) v.2 Classified by Alfa Laval as: Business TERMS AND CONDITIONS OF SALE These Terms and Conditions of Sale (“Terms and Conditions”) apply to all quotations, orders, and contracts for Alfa Laval Inc. products (hereafter "Equipment") and associated services (“Services”) As used in these Terms and Conditions, the word "Equipment" includes all hardware, parts, components, software and options. 1. ACCEPTANCE: Our sale to you is limited to and expressly made conditional on your assent to these Terms and Conditions and, if applicable, on the attendant quotation, both of which form a part of the contract between us and which supersede and reject all prior agreements, representations, discussions or negotiations, whether written or oral, with respect to this sale and any conflicting terms and conditions of yours, whether or not signed by you. Any terms and conditions contained in your purchase order or request for quotation or other form which are different from, in addition to, or vary from these Terms and Conditions are expressly rejected, shall not be binding upon us, and are void and of no force or effect. These Terms and Conditions may not be changed except by the written agreement of both parties. 2. PRICES: Unless otherwise specified in writing, all quoted prices are in U.S. Dollars and are firm for thirty (30) days from the date of offer. Prices quoted are exclusive of taxes, freight and insurance, and you agree to pay any and all sales, revenue, excise or other taxes (exclusive of taxes based on our net income) applicable to the purchase of Equipment. If you claim an exemption from any such taxes you shall provide us with a tax exemption certificate acceptable to the taxing authorities. 3. DELIVERY; FORCE MAJEURE: Dates for the furnishing of Services and/or delivery or shipment of Equipment are approximate only and are subject to change. Quoted lead times are figured from the date of receipt of complete technical data and approved drawings as such may be necessary. We shall not be liable, directly or indirectly, for any delay in delivery or failure to deliver caused by carriers or by labor difficulties, shortages, strikes or stoppages of any sort, or difficulties in obtaining materials from ordinary sources and suppliers. In addition, we shall not be liable for any such delays or for any failure to perform our obligations under an order or contract due to any one or more of the following events, whether foreseeable or not: war, hostilities, military operations, terrorism, riots, disorder, accidents, floods, storms, natural disasters, fires, acts of God, epidemics and/or pandemics (and specifically in relation hereto and notwithstanding anything else stated herein, whether or not outbreak of such epidemic or pandemic has occurred prior to acceptance of this order or execution of a contract for the Services), governmental, judicial or administrative decisions, decrees or orders, embargoes or blockades, or any causes beyond our reasonable control. Unless otherwise specifically agreed in writing by us, in no event shall we be liable for any damages or penalties whatsoever, or however designated, resulting from our failure to perform or delay in performing due to any of the causes specified in this paragraph 3. 4. SHIPMENT, RISK OF LOSS, TITLE: All sales are made F.O.B. Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees, insurance, packing and handling as applicable are not included unless otherwise noted. Our liability for delivery ceases upon making delivery of Equipment to the carrier at the shipping point in good condition. The carrier shall be your agent. Risk of loss shall pass to you upon such delivery. Regardless of the delivery term specified, we shall retain title to the Equipment until final payment thereof has been made. 5. CREDIT AND PAYMENT: Payment terms are (30) days net, unless agreed otherwise by us in writing. Pro rata payments shall become due with partial shipments. Any discount period which may be granted by us begins on the invoice date and all payments are due 30 days after the invoice date. All payments shall be made without deduction, deferment, set - off, lien or counterclaim of any nature. All amounts due not paid within 30 days after the date such amounts are due and payable shall bear interest at the lesser of 1.5 percent per month or the maximum rate of interest allowed by law. We reserve the right at any time to suspend credit or to change credit terms provided herein, when, in our sole opinion, your financial condition so warrants. Failure to pay invoices when such invoices are due and payable, at our election, shall make all subsequent invoices immediately due and payable irrespective of terms, and we may withhold all subsequent deliveries until the full account is settled. We shall not, in such event, be liable for delay of performance or nonperformance of contract in whole or in part subsequent to such event. 6. SECURITY AGREEMENT: You hereby grant us a security interest in the Equipment, including a purchase money security interest, and in such materials, proceeds and accessories thereof, to secure payment of the purchase price of the Equipment. You authorize us to file or record a purchase order or copy thereof or any UCC financing statement showing our interest in the Equipment in all jurisdictions where we may determine filing to be appropriate, and you agree to sign all such documents reasonably related thereto promptly following our request. You will not encumber the Equipment with any mortgage, lien, pledge or other attachment prior to payment in full of the price therefor. 7. CANCELLATIONS AND CHANGES: Orders which have been accepted by us are not subject to cancellation or changes in specification except upon prior written agreement by us and upon terms that will indemnify us against all losses resulting from or arising out of such cancellation or change in specifications. In the absence of such indemnification, we shall be entitled to recover all damages and costs of whatever nature permitted by the Uniform Commercial Code. 8. DEFERRED SHIPMENT: If shipment is deferred at your request, payment of the contract price shall become due when you are notified that the Equipment is ready for shipment. If you fail to make payment or furnish shipping instructions we may either extend the time for so doing or cancel the contract. In case of deferred shipment at your request, storage and other reasonable expenses attributable to such delay shall be payable by you. 9. EQUIPMENT WARRANTY AND REMEDY: (a) For new Equipment only, we warrant to you that the Equipment that is the subject of this sale is free from defects in design (provided that we have design responsibility), material and workmanship. The duration of this warranty is twelve (12) months from start-up or eighteen (18) months from delivery to you, whichever occurs first (the "Warranty Period"). If you discover within the Warranty Period a defect in design, material or workmanship, you must promptly notify us in writing. Within a reasonable time after such notification, we shall repair, replace, or, at our option, refund you the price of the defective Equipment or part thereof. (b) For repairs, parts and Services provided by us, we warrant to you that the repairs, parts and Services we provide to you will be free from defects in material and workmanship. The duration of this warranty is ninety (90) days from as applicable (i) the date the Equipment which required the repairs, parts or Services is returned to you by us, (ii) the date of your receipt of the part, or (iii) the date of completion of the repair or other Services, if performed at your facility. If during this ninety day period you discover a defect in the repairs, parts or Services you must promptly notify us in writing and we shall correct such defect with either new or used replacement parts or reperform the Services as applicable. If we are unable to correct the defect after a reasonable number of attempts, we will provide a refund of the price paid for the defective repair, parts or Services. (c) All warranty service is subject to our prior examination and approval and will be performed by us at your facility or at service centers designated by us. All transportation to and from the designated service center will be at our expense. The remedies set forth above are your exclusive remedies for breach of warranty. Unless otherwise agreed in writing by us, our warranty extends only to you and is not assignable to or assumable by any subsequent purchaser, in whole or in part, and any such attempted transfer shall render all warranties provided hereunder null and void and of no further force or effect. (d) The warranties set forth above are inapplicable to and exclude any product, components or parts not manufactured by us or covered by the warranty of another manufacturer. We shall have no responsibility for defects, loss or damage to the extent caused by (i) normal wear and tear, (ii) your failure to follow all installation and operation instructions or manuals or to provide normal maintenance, (iii) repairs or modifications by you or by others not under our direct supevision, or (iv) a product or component part which we did not design, manufacture, supply or repair. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 240629 Page 6 of 6 Alfa Laval Terms and Conditions of Sale (June 2020) v.2 Classified by Alfa Laval as: Business (e) DISCLAIMER OF IMPLIED WARRANTIES. THE WARRANTIES SET FORTH ABOVE AND IN SECTION 12 BELOW ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 10. LIMITATION OF LIABILITY: In no event shall we be liable, and you hereby waive any claims against us and release us from liability to you, for any indirect, special, punitive, incidental, or consequential damages whatsoever based upon breach of warranty, breach of contract, negligence, strict tort, or any other legal theory. In no circumstance, shall we be liable for, however such damages are characterized, loss of profits, loss of savings or revenue, loss of use of the Equipment or any associated equipment, cost of capital, cost of any substitute Equipment, facilities or services, downtime, or loss of prospective economic advanrtage. OUR AGGREGATE LIABILITY FOR FAILURE TO PERFORM, BREACH OF WARRANTY OR BREACH OF OTHER CONTRACTUAL OBLIGATIONS SHALL NOT EXCEED THE TOTAL PRICE PAID TO US FOR THE EQUIPMENT AND SERVICES THAT ARE THE SUBJECT OF ANY CLAIM BY YOU. 11. OWNERSHIP: All drawings, designs, specifications, data and other proprietary rights supplied by us (including without limitation in connection with the Equipment) have been prepared or assembled by us and are (and shall remain) exclusivelyour property, and upon our request you agree to execute any additional documents needed to give effect to the foregoing. Such drawings, designs and specifications have been furnished in order to provide full documentation and on the condition that they shall not be disclosed, reproduced or copied in any manner whatsoever, in whole or in part, except for your internal use as necessary, and upon the further condition that, as our sole property, they shall not be used for furnishing information and/or disclosed, in whole or in part, to others or otherwise for any purpose not specifically authorized in a writing signed by one of our corporate officers. 12. PATENT INFRINGEMENT (a) We make no express or implied warranties of non-infringement with respect to the Equipment. We will, however, defend, indemnify and hold you harmless from any third party apparatus claims based upon an issued U.S. patent to the extent such claim relates to the Equipment supplied and sold to you; provided, however, that we undertake no indemnification in respect of third-party rights (i) where the alleged patent infringement is based upon or related to any method, process or design claims in third- party U.S. patents, any combination of the Equipment with other equipment not supplied by us, or any modifications of the Equipment made by you and not approved by us, or (ii) to the extent the alleged infringement is directly attributable to the negligence or intentional misconduct of you or otherwise for which you are obligated to indemnify us for under paragraph 12(c). (b) We shall assume defense of a claim at our expense in accordance with these Terms and Conditions, provided you shall notify us within 30 days of your receipt of notice of an alleged third-party claim that you believe would entitle you to patent infringement indemnification pursuant to paragraph 12(a). You acknowledge and agree that we shall have the sole right to settle or otherwise compromise such a third-party claim, including but not limited to the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then- current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. (c) If a third party charges us with patent infringement relating to Equipment sold by us to you, we shall have the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then-current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. If a third party charges us with patent infringement on the bases set forth in paragraph 12(a)(i) or (ii), you shall indemnify and hold us harmless for all expenses as well as any awards of damage assessed against us, and, without limiting any of our other rights and remedies available at law or in equity, we shall also have the right to modify or repurchase the Equipment or to secure rights for continued use by way of assignment or license as set forth in this paragraph. 13. INSPECTION: Upon prior written notice, you may make reasonable inspections of Equipment at our facility. We reserve the right to determine the reasonableness of the request and to select an appropriate time and location for such inspection. You agree to execute appropriate confidentiality provisions upon our request prior to visiting our facility. All costs of inspection shall be solely determined by us and shall be payable by you. No inspection or expediting by you at the facilities of our suppliers is authorized. 14. SOFTWARE PROVISIONS: If software is provided hereunder (whether such is integrated into the Equipment or otherwise operates alongside the same), you are hereby granted a non-exclusive, non- sublicenseable, non-transferable, royalty free license to access and use such software as provided and as intended with our Equipment. Without limiting the foregoing, under the foregoing license you may specifically: (i) use our software in machine readable object code only and only with the Equipment provided; (ii) copy our software into any machine readable object code form solely for back up purposes in support of your use of our software on the Equipment provided in accordance with these Terms and Conditions; and (iii) create one additional copy of the software for archival purposes only. This license may only be assigned, sublicensed or otherwise transferred by you with our prior written consent. You hereby recognize and acknowledge that the software provided to you hereunder comprises valuable trade secret and/or copyright property of Alfa Laval (or its licensors) and you covenant that you will take adequate precautions against access to the software by, or disclosure of the software to, anyone not authorized hereunder to use or have access to the software as contemplated herein. The software is subject to the confidentiality obligations set forth below in paragraph 15. 15. CONFIDENTIALITY: Subject to any non-disclosure or confidentiality agreement already in effect between us, any drawings, data, software or other information exchanged between us is proprietary or confidential to us and shall not be used or disclosed by you without our prior written consent. Confidential information shall not be any information that (i) is known previously to you under no obligation of secrecy; (ii) becomes known to the public through no breach of an obligation of secrecy by you; or (iii) is independently developed by you without use or reference to any of the confidential information or materials provided to you by us. 16. INAPPLICABILITY OF CISG: The parties specifically agree that the United Nations Convention on Contracts for the International Sale of Goods shall not apply to any sale or order or the contract between us. 17. GOVERNING LAW & VENUE: These Terms and Conditions and any dispute or claim arising out of or related to an order or the contract between us shall be finally decided in accordance with the laws of the Commonwealth of Virginia, without giving effect to the provisions thereof relating to conflict of laws. You agree that the venue for any such dispute shall lie in the United States District Court for the Eastern District of Virginia, Richmond Division. In the event that federal jurisdiction cannot be established pursuant to 28 U.S.C. §§ 1331 or 1332, the venue for any such dispute shall lie in the Circuit Court of Henrico County, Virginia. You expressly submit and waive any objection to the sole and exclusive jurisdiction of such courts. 18. GENERAL: All previous agreements or understandings between us, either oral or written, with regard to the subject order, with the exception of a pre-existing non-disclosure agreement between us, are void and these Terms and Conditions constitute the entire agreement between us with respect to the matters addressed herein. Neither of usshall assign an order or contract to which these Terms and Conditions apply without the prior written consent of the other party, which consent shall not be unreasonably withheld. If any provision of these Terms and Conditions is held to be invalid or unenforceable, such holding shall not affect the validity or enforceability of any other provision herein. No waiver by either of usof any default or breach by the other party will operate as or be deemed a waiver of any subsequent default or breach. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 241630 Initials\S:\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 079 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/9/2025 Owner: City of Ames Date Required: 4/14/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: On drawing 200-AS1.15 there is an owner provide range in the breakroom. On drawing 200-H1.02 there is exhaust duct shown for a range hood. There does not appear to be a Range Hood specified in the Contract Documents. There also is no power shown for a Range Hood. Please advise whether there is one going to be provided. If so, please provide all specifications, elevations, power requirements etc needed to complete the rough-ins. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: Range hood will be provided by Owner. Include cost for power with CPR 009. Coordinate electrical requirements with Owner. JRK 4/21/25 4/21/25 Jack Karnes Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 242631 T T T T T TT T T T STORAGE 20029 VESTIBULE 20001 LOBBY 20002 CORRIDOR 20003 RECEPTION 20004 COPY / WORK ROOM 20005 OFFICE 20006LIBRARY 20007 OFFICE 20008 CONTROL ROOM 20009 LAB 20010 MAINTENANCE OFFICE 20011 MUD ROOM 20012 BREAK ROOM 20013 IT CLOSET 20014 CONFERENCE / TRAINING ROOM 20015 TABLE & CHAIR STORAGE 20015A MENS LOCKER ROOM 20016 WOMENS LOCKER ROOM 20017 SHOWER 20018 SHOWER 20019 LAUNDRY 20020 FIRST AID / LACTATION / SLEEP 20021 OFFICE 20022 JANITOR CLOSET 20023 RESTROOM 20024 RESTROOM 20025 STAIR 20026 STORAGE 20027 PARTS / TOOL STORAGE 20028 SHOP 20030 10"ø SA CD-1 8"ø 200 CFM (TYP. OF 3) BC 200-01 EWH 200-03 12"x12" SA UP EWH 200-06 EWH 200-07EWH 200-08 EWH 200-09 EWH 200-02 FCU 200-10 FCU 200-09 FCU 200-08 FCU 200-05 FCU 200-04 EWH 200-04 EWH 200-05 EWH 200-01 FCU 200-01 FCU 200-03 FCU 200-11 CD-1 10"ø 318 CFM (TYP. OF 8) 26 " x 1 2 " S A RG-2 12"ø 1,245 CFM (TYP. OF 2)42"x12" SA CD-1 8"ø 100 CFM CD-1 8"ø 100 CFM CD-1 8"ø 250 CFM CD-1 10"ø 350 CFM CD-1 8"ø 144 CFM RG-2 10"ø 350 CFM 12 " ø S A FCU 200-06 CD-1 8"ø 160 CFM (TYP. OF 4) 14"ø SA CD-2 6"ø 70 CFM CD-1 8"ø 150 CFM (TYP. OF 2) 28"x10" RA 8" ø S A 12"ø SA 12"ø SA 12 " ø S A 8" ø S A 8"ø SA 8" ø S A EG-2 6"ø 30 CFM EG-2 6"ø 65 CFM EG-2 6"ø 65 CFM 14 " ø S A 6" ø E A EG-1 6"ø 195 CFM (TYP. OF 2) EG-2 6"ø 30 CFM (TYP. OF 2) CD-1 8"ø 200 CFM RG-2 10"ø 440 CFM RG-2 10"ø 70 CFM RG-2 10"ø 280 CFM RG-2 10"ø 144 CFM RG-2 12"ø 440 CFM RG-2 12"ø 1,245 CFM FCU 200-02 RG-2 12"ø 575 CFM 3 200-H3.01 10"x6" EA UP 6"ø OA3"ø OA 4"ø OA3"ø OA TG-1 16"x8" 750 CFM 1 1/4" CD 1 1/4" CD1 1/4" CD 1 1 / 4 " C D 1 1/4" CD1 1/4" CD6"ø OA 6"ø OA 2" CD 1 1/4" CD FCU 200-07 8"ø SA 2" C D 2" CD 4"ø OA 12"ø EA CD-1 8"ø 190 CFM 10"ø EA UP 10"ø OA UP 6" ø E A 6" ø E A 1 1 1 1 1 1 1 1 1 1 FD FD4"ø OA FD FD FD FD FD 4"ø OA FD EWH 200-10 3 20 0 - H 1 . 0 3 4"ø OA 3" ø O A 4"ø OA 2 EG-2 6"ø 50 CFM 8" ø S A FD FD 10"ø SA 10"ø SA CD-1 8"ø 90 CFM 1. GENERAL NOTES: SEE SHEET 200-H1.01 FOR GENERAL NOTES. KEY NOTES: SEE FCU SCHEDULES FOR REQUIRED OA. INTO UNIT. TERMINATE DUCT WITH 6" WALL CAP. 1 2 CLARIFICATION: Carbon filter is an iron filtration system with twin filters A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:24 AM9/9/2024 9:31:24 AM 4429.0094429.009 200-H1.02200-H1.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y HV A C H V A C AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 OF F I C E P L A N OF F I C E P L A N TRAVIS ANDERSONTRAVIS ANDERSON 251251 N HVAC OFFICE PLAN 0 2' 4' 8'16' 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 243632 RE F . REF. RNG. REF. D W RACK RACK GARAGE 20031 SHOP 20030 STAIR 20026 STORAGE 20027 PARTS / TOOL STORAGE 20028 STORAGE 20029 MUD ROOM 20012 MAINTENANCE OFFICE 20011 LAB 20010 CORRIDOR 20003 CONTROL ROOM 20009 OFFICE 20008 LIBRARY 20007 OFFICE 20006 COPY / WORK ROOM 20005 RECEPTION 20004 VESTIBULE 20001 LOBBY 20002 CONFERENCE / TRAINING ROOM 20015 TABLE & CHAIR STORAGE 20015A IT CLOSET 20014 BREAK ROOM 20013 LAUNDRY 20020 WOMENS LOCKER ROOM 20017 MENS LOCKER ROOM 20016 SHOWER 20018 SHOWER 20019 FIRST AID / LACTATION / SLEEP 20021 OFFICE 20022 RESTROOM 20024 RESTROOM 20025 JA N I T O R CL O S E T 20 0 2 3 WO R K B E N C H TV TV 1. GENERAL NOTES: ALL FURNISHINGS AND APPLIANCES HIGHLIGHTED HERE WILL BE BE PROVIDED BY OWNER. CONTRACTOR SHALL PROVIDE BLOCKING AND SUPPORTS IN WALLS AND CEILINGS AS NEEDED FOR CERTAIN ITEMS. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:26:43 AM9/9/2024 9:26:43 AM 4429.0094429.009 200-AS1.15200-AS1.15 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 FI R S T F L O O R F U R N I T U R E & E Q U I P M E N T P L A N FI R S T F L O O R F U R N I T U R E & E Q U I P M E N T P L A N TRAVIS ANDERSONTRAVIS ANDERSON 197197 0 2' 4' 8'16' SCALE: 1/8" = 1'-0" N FIRST FLOOR FURNITURE & EQUIPMENT PLAN 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 244633 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 088 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/21/2025 Owner: City of Ames Date Required: 4/24/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: FCU 200-12 and FCU 200-13 are addressed in CPR-009 which is in the electricians court for pricing. SAI, please indicate circuiting info needed for EWH200-11. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: A 20-amp, 2-pole breaker is required. Circuit number 39 and 41 in LP-200-05 can be used. Please provide cost for wiring with CPR 009. 4/23/2025: Also provide circuiting info for EF-200-01. SAI: EF-200-01 shall be circuited from the spare circuit on circuit 84 in LP-200-03. Sean BridwellSMB 5/16/2025 5/20/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 245634 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 094 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/28/2025 Owner: City of Ames Date Required: 5/01/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3' - 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation 62.25'. Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar spacing. We will also need to know what rebar will need to be in the slab itself as well. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: Yes, this is an acceptable solution. See the detail attached on the last page. JRK Jack Karnes 5/01/2025 5/01/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 246635 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 E/990-AS5.03 RFI 65 Epoxy 90 degree bent rebar into wall. What rebar is to be installed in the slab? ?? ?? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 247636 12" PRECAST CONCRETE PLANK #6@12"#7@12" DOWELS #5@12" DOWELS #6@12" #7@6" DOWELS LA P 1' - 9 " LA P 1' - 9 " #5@12"#5@12" #4@8" #7@12" #4@8"#7@12" #5@12" DOWELS #7@12" 3 4 1 #3@8" STIRRUPS 1'-2" W x 1'-8" D BEAM (TYP OF 2) 6"x6" CHAMFER 4 1 7 3 5 9 1 3/4" 2 #4@8" LA P 1' - 6 " 6 3 3-3-6 PRECAST WALL PANEL (TYP.) LA P 2' - 1 1 " 1' - 2 " LA P 2' - 1 1 " 1' - 2 " (TYP.) 1' - 0" 8" 2' - 4 " EL. 54.00 EL. 47.50 8" #4@8" DOWEL T/ SLAB EL. 38.42 EL. 59.25 12 (TYP.) EL. 63.25 LAP 1' - 6" EL. 48.51 EL. 78.00 PLANK BRG. EL. 63.25 T/ SLAB FLOOR 11 CL R . 3" APPOXIMATE EXCAVATION LIMITS CL R . 3" 102~#7 3~#7 8 2 3' - 0 " 9 EL. 56.17 T.O PRECAST WALL EL. 83.50 14 14 #5@12" DOWELS (TYP.) LA P ( T Y P . ) 1' - 9 " #4@8" #7@12"#6@12" 3 3 2 4 1 #5@12" (TYP.) 8" 3 EL. 38.42 EL. 54.00 EL. 56.00 EL. 63.25 (TYP.) 1' - 0" 1' - 2 " LAP (TYP.) 1' - 6" 10 12 (TYP) 4 1. GENERAL NOTES: FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE DRAWING 990-AS6.04 KEY NOTES: 12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC CRUSHED STONE FILL ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC WATERSTOP #4@8" THREADED DOWEL BAR REPLACEMENTS #6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL WITH 6" EMBEDMENT CONTINUE #8 HORIZONTAL BARS ABOVE OPENING. PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE HEAD CELLS IN PLACE OF VERTICAL BARS. FLOWABLE FILL TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED. 4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS REQUIREMENTS. ALUMINUM PLANKING SIMILAR TO 2'' BOARD INSULATION ALUMINUM RAILING CONCRETE FILL PER MANUFACTURES REQUIREMENTS INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND CONCRETE CONE TO FACILITATE GRIT TOWARD COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP WITH MANUFACTURER. 1 2 3 4 5 6 7 8 9 10 11 12 H 990-AS5.04 A 990-AS5.04 13 14 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM 4429.0094429.009 20-AS3.0220-AS3.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 SE C T I O N S - 2 SE C T I O N S - 2 TRAVIS ANDERSONTRAVIS ANDERSON 8989 0 1' 2' 4'8' 0 1' 2' 4'8' 20-AS3.02 1SECTION 20-AS3.02 2SECTION 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 RFI 2 What rebar is to be installed in the slab? 4' 1/8" Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 248637 PROVIDE #5@12"x2'-0" LONG DRILLED ADHESIVE ANCHOR DOWEL, EMBED 4", EACH END OF WALKWAY 3' 10" 1' 4" 1' 1' 4" 1' 2" 3 1/8" MIN. (TYP.) #5@12"x3'-4" LONG, BENT ADHESIVE ANCHOR DOWELS, EMBED 6" #5@12" wall that has already been poured. EL. 63.25 2" C L R . SAI; PROPOSED DETAIL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 249638 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 113 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 6/03/2025 Owner: City of Ames Date Required: 6/06/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on what will call for the wells pumps to run? PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run similar to existing based on pressure switch located at pressure tanks (WT-200-01/02). See the upcoming CPR for additional information. Chris Wright 6/13/25Chris Wright 6/13/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 250639 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 251640 ITEM #:30 DATE:08-12-25 DEPT:P&R SUBJECT:MOORE MEMORIAL PARK PEDESTRIAN BRIDGE REAP GRANT SUBMITTAL COUNCIL ACTION FORM BACKGROUND: In 1987, the Moore Family donated 90 acres of land to the City for a community park, known today as Moore Memorial Park. Ever since the park opened, there has been no direct access for users to the 40 acres of land west of Ioway Creek. In fact, the 40 acres had been leased to Iowa State University for farming up until 2023. At that time the land was converted from row crops to prairie that is filled with species that benefit pollinators as well as other native wildlife. In an effort to provide access to those 40 acres, staff budgeted funds for a bridge as part of the Capital Improvement Plan (CIP). The City Council approved $75,000 in year one (FY 2025/26) of the current CIP for engineering and design of a bridge to be constructed over Ioway Creek. Year two (FY 2026/27) of the CIP has $300,000 earmarked for the bridge construction. The proposed bridge will be approximately 110' long and ten feet wide. The bridge will be constructed to ensure safe access for park patrons, maintenance staff and equipment, and emergency vehicles. In an effort to alleviate the burden on City funding, staff is in the process of completing a grant application to the Iowa Department of Natural Resources Resource Enhancement and Protection (REAP) program requesting $200,000 for the design and construction of the bridge. The State of Iowa budgets funds for REAP on an annual basis for the enhancement and protection of natural resources within Iowa. The City of Ames has received multiple REAP grants, including the development of Moore Memorial Park. Based on the topography of Moore Memorial and the lack of a suitable crossing over Ioway Creek on park property, staff has had several meetings with representatives from Iowa State University to construct the bridge on University property, just south of Moore Memorial Park on Veenker Golf Course. The University is supported of the plan, pending approval from the Iowa Board of Regents. One of the benefits to the University is the ability for the Veenker Maintenance staff to utilize the bridge to access portions of the golf course on the west side of Ioway Creek. A formal agreement has not been approved, but will be developed in the fall of 2025, pending Council approval. As part of the long-range transportation plan, Walk Bike Roll Ames, and the Ames 2040 Plan, there is a planned path connection from Moore Memorial Park to Scholl Road that connects with Ontario Street. The construction of the bridge is first step in being able to provide that connection. The REAP application process requires City Council to approve the submittal of the grant application. 252 ALTERNATIVES: 1. Authorize staff to submit a REAP grant application in the amount of $200,000 for the design and construction of a pedestrian bridge over Ioway Creek in Moore Memorial Park. 2. Do not authorize staff to submit a REAP grant application for this project. 3. Refer back to staff. CITY MANAGER'S RECOMMENDED ACTION: Having access to the entire 90 acres of Moore Memorial Park has long been a goal of the City. Constructing a bridge is a critical step in making that goal a reality. The 40 acres of prairie, west of Ioway Creek, will provide many recreational activities for users. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1, as described above. ATTACHMENT(S): Moore Memorial Park Pedestrian Bridge Map.pdf 253 Iowa State University Moore Memorial Park3050 Northridge PkwyCity of Ames Proposed bridge location andpath connections Ioway Creek Iowa State University Scholl Rd Moore Memorial Park Pedestrian Bridge Map3050 Northridge Pkwy N 1 inch = 833 feet Date : 7/31/2025 254 ITEM #:31 DATE:08-12-25 DEPT:P&R SUBJECT:ONTARIO PARK PEDESTRIAN BRIDGE REAP GRANT SUBMITTAL COUNCIL ACTION FORM BACKGROUND: In fall 2023, the City completed the purchase of 50 acres of property from the Sands- McDorman Family, located at 5658 Ontario Street, to be developed into a community park. The City had been pursuing this property since 2011. Currently, there is $100,000 available to contract with a firm to develop a master plan for the park. In fall 2022, the City received two substantial grants to purchase the property: 1. Iowa Department of Natural Resources (DNR) awarded the City $200,000 through the Resource Enhancement and Protection (REAP) program. The Iowa REAP program is for the enhancement and protection of the state's natural and cultural resources. The City has received multiple REAP grants that have been used for various park development projects, including bridges. 2. A $175,000 grant was received from the Land and Water Conservation Fund (LWCF). A requirement of the LWCF grant is that the park has to be opened to the public within three years of acceptance of the funds. The plan is to open the park to the public in September 2026. One of the issues that needs to be addressed prior to opening is the lack of safe access to the 40 acres of the property on the south side of Clear Creek, which bisects the park. The solution is to construct a bridge over Clear Creek to provide that access. Although the master plan has not been developed, it is apparent that one or more bridges will be included in plan. Currently, there are no funds budgeted for the construction of a bridge in the Capital Improvements Plan (CIP), however, the Iowa DNR has REAP funds available for this type of project. Staff is in the process of applying for the maximum allowable amount ($200,000) that would go toward the construction of a bridge, which would provide access for individuals to safely access the 40 acres of property on the south side of Clear Creek. Preliminary estimates to complete a 70-foot-long by 10-foot-wide bridge with the capacity of 10,000 lbs., with design, is approximately $300,000. Possible funding sources for this project is the Geitel Winakor donation, Local Option Sales Tax, or the Park Development Fund. A requirement of the REAP application process is approval of the application by the City Council. 255 ALTERNATIVES: 1. Authorize staff to submit the REAP grant application requesting $200,000 for the design and construction of a bridge over Clear Creek in Ontario Park, 5658 Ontario Street. 2. Do not approve submission of a REAP grant application. 3. Refer this item back to staff. CITY MANAGER'S RECOMMENDED ACTION: Staff is excited to start planning the development of Ontario Park. The main goal in opening the park is providing access to the entire park for the users as well as maintenance staff. The City has received multiple REAP grants in the past for the development of park land. Staff believes this another excellent opportunity and project that is worthy of this type of grant. Even though a Master Plan has not been developed for this new park, Staff is confident that this bridge will be included in the plan. Taking advantage of this grant opportunity at this time appears to be a wise alternative. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1, as described above. ATTACHMENT(S): Ontario Park Bridge Project.pdf 256 Nevada Cir California Ave Springbrook Cir Ontario St Kentucky Ave British Columbia Ave Maryland St Texas Cir OhioAve Westfield Dr Tennessee St Oregon Ave Nebraska Ave Westfield Dr Ontario St Wilder Ave Maryland St 5658 5923 Sands - McDormanFamily Trust Ontario Park5658 Ontario St. Sunset Ridge Neighborhood Brookview Neighborhood Prop osed Bridge Loca tio n Clear Creek Ontario ParkBridge Project5658 Ontario St. N 1 inch = 333 feet Date : 7/30/2025 257 To:Mayor and City Council From:Donald Kom, Electric Services Director Date:August 12, 2025 Subject:Energy Efficiency and Conservation Block Grant Submission Item No. 32 MEMO Staff became aware of the recent Energy Efficiency and Conservation Block Grant (EECBG) opportunity from the Iowa Economic Development and Finance Authority to advance electric vehicle (EV) charging. Since this aligns with the City’s Climate Action Plan, and Capital Improvement Plan, and given the short timeframe to apply, staff proceeded with submitting a proposal believed to be feasible to accomplish. This memo is meant to apprise the City Council of the staff's submittal of this grant opportunity. No action is required of the City Council. More information about the opportunity is provided below. The State of Iowa established the EECBG with $2 million it received from the federal government. Approximately three-quarters of the funds were distributed in the initial round. With the remaining funds, the EECBG program has sought additional applications, inviting proposals from local governments, nonprofits, and for-profit entities. In reviewing the grant opportunity, staff identified a qualifying project that aligned with the Climate Action Plan and the 'Downtown Ames: A Guiding Vision for the Future.' The proposed project involves the installation of a Level 3 Direct Current (DC) Fast Charger electric vehicle charging station near the Hy-Vee Fast & Fresh location. A Level 3 DC Fast Charger operates between 400 – 1000V AC, supplying 50 kW and above. DC Fast Chargers, which are generally only available in public locations, can typically charge a vehicle to 80% in approximately 20-30 minutes. This grant application has been pursued by staff in part due to the cancellation of a previously planned EV charging project south of Highway 30. The Level 3 charging facility project was not selected for the U.S. Department of Transportation's Charging and Fueling Infrastructure Grant Program that was City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 258 submitted in fall 2024. Therefore, the $280,000 in Electric Utility funds that were intended to be used as a local match for the grant remain available for other electric vehicle charging projects. The grant does not require a match; however, priority is given to projects that support the local downtown plan and offer a cost-share. The City of Ames Electric Department has committed a $105,000 cost-share, which will be funded through the department's Electric Vehicle Infrastructure Capital Improvement Plan and commercial rebate program. If awarded, the grant would provide an additional $156,000, which is anticipated to cover the cost of the charger equipment and the installation. Applications were due on August 1 and required a detailed project description for how awarded funds would be utilized, as well as a preliminary project timeline. A conservative timeline is outlined below: 1. Engineering and Design (Target Date 12-01-2025): Complete pre- construction and engineering work required to prepare the site for installation. 2. Equipment Procurement (Target Date: 01-31-2026): Purchase order processing and shipping arrangements. 3. Permit Acquisition (Target Date: 02-01-2026): Ensure the appropriate electrical work permits are obtained for the EV charger. 4. Construction (Target Date: 05-01-2026): Charging station location preparation and installation. 5. Inspection and Commissioning (Target Date: 05-15-2026): Charging stations provisioning and activation on our existing network. 6. Public Opening (Target Date: 06-01-2026): Charging stations open to the public. EECBG plans to notify awardees on September 5, 2025. Projects will need to be completed by September 30, 2026. A project budget is shown below: Funding Sources Expenses EECBG Grant $ 156,000 EV Infrastructure CIP 100,000 Commercial EV Rebate 5,000 Charging Equipment $ 206,202 Transformer 25,000 Labor/Installation 23,000 TOTAL $ 261,000 TOTAL $ 254,202 City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 259 ATTACHMENT(S): EECBG Grant Submission.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 260 629711 - Charging Fast & Fresh: Ames Lincoln Center Level 3 EV Charger629711 - Charging Fast & Fresh: Ames Lincoln Center Level 3 EV Charger Application De tailsApplication De tails Funding Opportunity: 543571-Iowa Energy Efficiency and Conservation Block Grant (EECBG) Program Program Area: ENERGY Status: Editing Organization: Ames, City of Project Information Project InformationProject Information Project Location Project Address:636 Lincoln Way Provide the address of City Hall for all area-wide or multi-location projects.Provide the address of City Hall for all area-wide or multi-location projects. Ames CityCity Story County CountyCounty 50010-6187 zip Code +4zip Code +4 Project Activity Has any procurement or installation related to the project begun: No Will any project activities be completed in a 100-year floodplain: No Will project activity include demolition of a standing structure: No Is the project identified in an Iowa Great Places agreement: No What project type are you proposing? Choose all that apply For this round of funding, the Iowa EECBG Program seeks projects that support downtown revitalization and downtown streetscape improvements. Project examples include, but are not limited to, the following: Replacing existing streetlights and traffic signals with more efficient lighting: No Improving energy efficiency of existing exterior building and public space lighting: No Installing public electric vehicle charging infrastructure (must be at least Level II charging capability): Yes Other:No Briefly describe the project(s) you are proposing: City of Ames will install one (1) dual-port DC fast charger (DCFC) at 636 Lincoln Way, Ames Iowa. The DCFC will be capable of charging two vehicles simultaneously at 100kW on average or 200kW when a single vehicle is charging. These chargers will be publicly available 24/7/365 1 of 3261 adjacent to the Downtown District of Ames and hosted at Hy-Vee Fast and Fresh. The DCFC will support the growing number of electric vehicle (EV) drivers in Ames by providing convenient, accessible charging access. Provide a description of the project?s goals and how achievement of the goals will be measured: We are proposing to install and maintain DCFC in central downtown Ames. Our project aims to provide safe and accessible public EV charging to Ames? residents and visitors, reducing range anxiety, encouraging EV adoption, and driving economic growth. We will utilize ChargePoint?s Express Plus platform, a reliable and integrated charging solution designed for corridor charging to serve I-35 and US-30. We will measure charger reliability and usage through our existing ChargePoint Network. What are the environmental benefits that will result from the project: Investing in public EV charging infrastructure within Ames will help avoid increases in poor air quality by encouraging EV adoption and removing harmful diesel emissions from the environment. The selected site is 1.7 miles from US-30 and 2.5 miles from I-35, improving access and easing range anxiety for EV drivers. Supporting EV use along these routes will improve air quality in nearby communities and align with IDOT?s Electric Vehicle Plan to reduce impacts on human and environmental health. What are the community benefits that will result from the project: Supporting EV adoption is specifically mentioned in our community-wide Climate Action Plan. As EV adoption continues to grow locally, it is crucial to have sufficient charging stations to support equitable access and mobility. The DCFC will increase foot traffic and revenue for local businesses while providing a public place to charge while dining or shopping. Chargers near downtown Ames supports local businesses and the local EV transition. This will be the only fast charger in central Ames. Does project support a local downtown revitalization and/or downtown streetscape plan: Yes How does the project support the plan: - The plan emphasizes improving entry points, especially from Lincoln Way, to make downtown welcoming and accessible. - Installing DCFC at this location directly improves access, serving as an arrival gateway that supports downtown?s transportation network. - The guiding vision outlines goals for an 18-hour downtown, and DCFC would increase local and out-of-town trips to downtown. - The plan recommends activating downtown spaces and bringing more people to support local businesses and events. Describe the elements of the local downtown revitalization and/or downtown streetscape plan and the status of implementation of the local downtown revitalization and/or downtown streetscape plan (fundraising, completed, will be completed by X date, phase 2 of 4, etc.): The 'Downtown Ames: A Guiding Vision for the Future' downtown plan was recently accepted by the Ames City Council in spring 2025 after a three year development process. The plan aligns with and is complementary to other community long range planning documents, including the Ames 2040 Plan, Lincoln Way Corridor Development Plan, Ames Complete Streets and Walk, Bike, Roll Ames Plans. The plan establishes a vision for the next 15 plus years for the downtown area, including the proposed DCFC site. Upload the downtown revitalization/streetscape plan: Ames-DT_Rpt_FinalLowRes 1.pdf Are there incentive programs for local businesses/organizations: Yes Describe the incentive programs: We offer incentives for public EV charging designed to help Ames Electric Services customers conserve energy and reduce their environmental impact. In addition to the Electric Services rebate of $2,500/port, the City of Ames will contribute $100,000 to the cost of this project. This cost share demonstrates our commitment to the desire to site a DCFC at this location. The location is desirable due to its proximity to downtown and high visibility. Upload photos of the current project site:Combine at least five good quality photos into a single file for upload.Combine at least five good quality photos into a single file for upload. How many kWh/BTUs are estimated to be saved annually by the project: 100 MWh What is the estimated annual energy cost savings resulting from the project?: $29,600.00 2 of 3262 Describe your capacity and plan to ensure that the project will be completed in full compliance with all project applicable federal regulations. Depending on project type, location, and scale, applicable federal regulations may include 2 CFR 200 (procurement), National Environmental Policy Act, Section 106 of the National Historic Preservation Act, Davis-Bacon Act, and Build America Buy America.: We have assembled a team of internal staff and EV equipment providers to design, develop, deploy, and operate EV charging infrastructure. Members of the team have proven their ability to complete complex EV charging grant projects while successfully navigating a myriad of compliance requirements. Additionally, we will coordinate and obtain the required regulatory permits from various local, state and/or federal government entities. Externally, we will engage stakeholders as early as possible to mitigate risks of project delays. If the project is awarded, we will work with Iowa Department of Economic Development to conduct an environmental review in compliance with the National Environmental Policy Act (NEPA). Our commitment to comply with federal requirements includes BABA, Davis Bacon, NEPA, ADA, Title VI of the Civil Rights Act, all applicable requirements of Title VIII of the Civil Rights Act of 1968, the Uniform Relocation Assistance and Real Property Acquisition Act (49 CFR 24 et seq.), and more. We will work with our partners to ensure compliance is well documented and in alignment program requirements. ChargePoint has an existing equipment manufacturing facility in Milpitas, California to certify compliance of BABA. Also, as indicated in the project budget, the City of Ames local match will include in-kind electric utility labor and materials. We have experience administering federal grants and will ensure procurement, wage, and other requirements are met. Upload the completed BABA Project Item Status Worksheet: Complete as much information as possible in the Complete as much information as possible in the BABA Project Item Status WorksheetBABA Project Item Status Worksheet Has the project identified Build America, Buy America (BABA) compliant items for all BABA covered items needed for the project: Yes What items are likely going to require seeking a BABA waiver?: N/A NOTE:NOTE:BABA waivers are not guaranteed and will require an extensive amount of federal review timeBABA waivers are not guaranteed and will require an extensive amount of federal review time that may jeopardize a project?s ability to be completed by the required September 30, 2026, deadline.that may jeopardize a project?s ability to be completed by the required September 30, 2026, deadline. Will you be contracting with an experienced federal grant administrator to ensure compliance with all federal grant requirements: No Describe the project?s plan to maintain the benefits of the project long-term.: To e nsure long-te rm ste wardship, we will be re sponsible for e nsuring that the charge rs maintain continuous ope rations (24/7/365) for the full proje ct pe rformance pe riod and be yond. The use ful life of Charge Point?s Expre ss Plus hardware is 10-12 ye ars and we aim to ope rate the charge rs for as long as possible , by combining Charge Point?s stations with the ir warranty se rv ice . With the warranty, Charge Point take s re sponsibility for fixing hardware issue s by prov iding parts, labor, and re pairs. Do you commit to reinvesting any dollars saved or earned from the project into additional future energy efficiency or renewable energy projects: Yes Please describe plan for reinvesting in energy efficiency or renewable energy projects: We hav e a multi-ye ar budge t that include s funds e armarke d for additional charge r installations within the City of Ame s. We prov ide e ne rgy at cost to custome rs and do not e arn a profit on EV charging powe r sale s. Additionally, the Ele ctric Utility powe ring the charge rs continue s to add more re ne wable e ne rgy proje cts to its ge ne ration mix in alignme nt with our Climate Action Plan. The City maintains 10 le v e l 2 EV charge rs that hav e be e n installe d ov e r the past 5 ye ars, and one DCFC charge r. 3 of 3263 CREATING THE PREMIER CITY CENTER EXPERIENCE 13 FEBRUARY 2025 DOWNTOWN AMES: A GUIDING VISION FOR THE FUTURE DRAFT 264 2DOWNTOWN AMES GUIDING VISION INTRODUCTION It is with great enthusiasm that we present Downtown Ames: A Guiding Vision for the Future. This document represents a significant milestone in our collective effort to build upon the foundation of what we have now and help guide the future of Downtown Ames, ensuring it contin- ues to thrive as the heart of our community. THE FUTURE OF DOWNTOWN AMES For many years, Ames has lacked a clear vision for the future of our downtown. While a handful of individual attempts have been made, a collective and unified effort representing downtown stakeholders and the greater Ames community that warranted public and private invest- ment and attention never rose to the surface. With the creation of this guiding document, an aspiring and achievable vision for Downtown has arrived. This document represents an initial step of a vision for Down- town with aspirations of extending into the central core area of Ames; the geographic and cultural heart of the city functioning as a hub for commerce, community, entertainment, and activity. This vision, offered herein, has been led by Ames Main Street and championed by the City of Ames, with full support and input from down- town and communitywide private businesses both large and small, non-profit organizations, members of the general public, downtown property owners, city leaders and staff, county leadership, local and regional economic development organizations, and state organizations and institutions including the Iowa Economic Development Authority, Main Street Iowa and Iowa State University. All stakeholders have unit- ed around a shared goal: to promote economic development, improve livability, and enhance the overall appeal of our community. GUIDING OUR DIRECTION This document IS NOT a rigid blueprint, master plan, or already decided path forward. Rather it is a starting point—a guide with ideas and gener- al concepts to continue the conversation started by this process, sug- gest ways to enhance downtown, and propose some next step(s). The vision is anchored by: • A strong and vibrant downtown, • Accessible civic services and destinations such as Ames City Hall, Gymnasium and Auditorium, multiple parks and public transit stops, • Great placemaking opportunities like Bandshell Park, Schainker Pla- za and Tom Evans Plaza, • Active and in proximity civic resources like the Fitch Family Indoor Aquatic Center and the 60Forward Center, • Events at the Iowa State Center, and exciting entertainment and mixed-use venues on the horizon such as The LINC and CyTown, • Playful connectivity to city parks and “green ways” like Brookside Park, Stuart Smith Park, and Ioway Creek, • And vibrant diverse residential opportunities along Lincoln Way and within Downtown. This Guiding Vision aligns with, and is complementary to, long range planning documents developed by city staff and adopted by the Ames City Council. These include the Ames 2040 Plan, Lincoln Way Corridor Development Plan, Downtown Façade Improvement Grant Program, Ames Complete Streets and Walk, Bike, Roll Ames Plans. LETTER OF INTRODUCTION This guiding vision would not have been possible without the gener- osity and dedication of many sponsors, supporters, and stakeholders who contributed their resources, time, and expertise to see it through to completion. To each of them, we extend our heartfelt gratitude. Their commitment to Downtown Ames and its future underscores the strong sense of community that makes this place so special. Thank you for being a part of this initial visioning process. As we con- sider our next steps, may we continue to work together and start bring- ing this vision into reality to ensure Downtown Ames remains vibrant, and a welcoming destination for all. With Appreciation and Optimism, Sam Stagg, AIA 2023 Board Chair and Project Leader, Ames Main Street Travis Toliver, IOM Vice President of Downtown Development, Ames Regional Economic Alliance Executive Director, Ames Main Street John A. Haila Mayor, City of Ames TO THE RESIDENTS OF AMES, 265 3DOWNTOWN AMES GUIDING VISION SPONSORS SPECIAL THANKS TO OUR SPONSORS FOR MAKING THIS GUIDING VISION POSSIBLE “The Downtown Ames Guiding Vision represents a transformative opportunity for the Ames region, driving economic growth and revi- talization. By fostering an inviting and vibrant downtown, the vision will attract new businesses, enhance tourism, and create a dynamic space where residents and visitors can connect. The increased foot traffic and investment in local infrastructure will generate significant economic activity, supporting job creation and strengthening the overall fabric of our community. This vision underscores Ames as a destination of choice for businesses, residents, and workforce talent.” Dan Culhane, President & CEO, Ames Regional Economic Alliance “Poised to redefine the city as a premier destination, the Downtown Ames Guiding Vision elevates its appeal to visitors from across the state and beyond. By creating a dynamic, walkable downtown with unique attractions, cultural experiences, and welcoming spaces, this vision will position Ames as a one-of-a-kind destination. It will enhance our ability to host events, draw tourists, and support local businesses, making downtown Ames a must-visit hub that stands out in Iowa’s tourism landscape.” Kevin Bourke President & CEO, Discover Ames 266 4DOWNTOWN AMES GUIDING VISION TABLE OF CONTENTS 1. EXECUTIVE SUMMARY PAGE 5 2. EXISTING CONDITIONS AND ANALYSIS PAGE 10 3. BIG IDEAS AND FRAMEWORKS PAGE 21 4. FOCUS AREAS PAGE 28 5. SEQUENCING AND IMPLEMENTATION PAGE 45 IN ADDITION TO THE SPONSORS LISTED ON THE PREVIOUS PAGE, THIS EFFORT IS NOT POSSIBLE WITHOUT THE CONTRIBUTIONS OF THE FOLLOWING INDIVIDUALS: TABLE OF CONTENTS ACKNOWLEDGMENTS CORE COMMITTEE: Nicole Rasmussen Senior Vice President of Retail Banking, First National Bank Sam Stagg Principal, 10Fold Architecture + Engineering Travis Toliver Vice President of Downtown Development, Ames Regional Economic Alliance, Executive Director, Ames Main Street STEERING COMMITTEE: Scott Bauer President & CEO, First National Bank Mindy Bergstrom Owner, Shops at Clark & Main and Cooks Emporium Patrick Bergstrom Owner, The Recipe Kevin Bourke President & CEO, Discover Ames Dr. Susan Bradbury Professor of Community and Regional Planning, Iowa State University Dan Culhane President & CEO, Ames Regional Economic Alliance Carla Danielson Vice President of Finance, Greater Iowa Credit Union Kelly Diekmann Planning & Housing Director, City of Ames Brian Dieter President & CEO, Mary Greeley Medical Center Stacy Dreyer Associate Director of Corporate Engagement, Iowa State University Research Park Eliz Erbes Architect & Partner, Avec Design + Build (retired) Kurt Friedrich Broker-Owner, Friedrich Iowa Realty Steve Goodhue President & Owner, Assured Partners/Knapp Tedesco Insurance Agency Scott Grimes Superintendent, Ames Community School District Ellyn Grimm Co-Owner, Dog-Eared Books John Haila Mayor, City of Ames Jason Jennings Realtor, Friedrich Iowa Realty Heather Johnson Executive Director, Octagon Center for the Arts Joni Kellen Wealth Advisor, Northwest Bank Dustin Lucht Grocery Manager, Fareway Stores - Downtown Ames Salman Maqsood President, Saltech Systems Abigail Miller Manager of Corporate & Business Services, OEI Melissa Muschick Director of Partner & Community Engagement, Discover Ames Chris Nelson President, Nelson Electric Daniel J. Oh President & CEO, AgCertain Brian Phillips Assistant City Manager, City of Ames Steve Schainker City Manager, City of Ames Jan Williams Vice President of Investor Relations, Ames Regional Economic Alliance Chuck Winkleblack Broker, Hunziker Companies CONSULTANT TEAM: Allen Davis Bolton & Menk Andrew Dresdner Bolton & Menk Jim Harbaugh Bolton & Menk Britton Jones Bolton & Menk Josh Shields Bolton & Menk 267 5DOWNTOWN AMES GUIDING VISION PREFACE “To create a vibrant, welcoming, and thriving center of Ames blending our historic downtown ambiance with modern amenities, fostering economic vitality, and enhancing the quality of life for residents and visitors alike. Through community collaboration, thoughtful innovative design, and strategic investments, we aim to establish a walkable, accessible, and diverse city-center that celebrates our unique identity, supports local businesses, affords various residential opportunities and offers engaging cultural, recreational, and social experiences for all ages and generations to come.” PREFACE Why is Ames Main Street undertaking a Vision for Downtown with support of the City of Ames? »To create a long term, holistic, and cohesive vision that city and downtown leadership can use towards current and future planning and investment in the Downtown area. Supporting common goals allows different entities to strategize on successive steps to complete the vision’s objectives. »To provide “certainty” in phased investments and projects undertaken by all parties and avoid “undoing previous projects or investments” due to changes in direction or vision. »To be a place to LIVE. With the advent and growth of remote employment, and the nation’s workforce being able to choose anywhere to live, it is critical to be forward thinking and grow the housing market offered in Downtown Ames to support the infrastructure of businesses and retailers already established, and soon to be located here. »To be a place to WORK. To fulfill frequent requests from businesses in Ames, and businesses looking to locate to Ames, wanting more commercial development opportunities, retail opportunities, cultural attractions, and entertainment activities that are critical to retaining and attracting workforce. »To be a center of CULTURE. Ames enjoys being home to over 100 nationalities and there are endless opportunities to create new and innovative events, festivals, and activities that celebrate resident diversity and help them feel more “at home” in Downtown Ames and throughout the community. PURPOSE COOPERATION FOR THIS MOMENT Providing a vibrant and welcoming city center is one of the keys to having a healthy community. Since its inception in 1864, Downtown Ames is fortunate to have had businesses and retailers who had invested and continue to reinvest into the heart of the Ames community. Success begets success and today our downtown still enjoys strong growth and a sense of commitment from its current businesses and property owners. It is vital that we continue to work together and support their ongoing efforts to strengthen and enhance an already attractive business and retail district. With the pending Lincoln Way development, completion of Schainker Plaza, and the nearby Fitch Family Indoor Aquatic Center, Downtown Ames is poised to become a more significant destination and community hub than ever in its 160-year history. Therefore, it is critical to have a vision in place to grow strategically and capitalize on the momentum these exciting projects bring to the Ames community! DOWNTOWN AMES MASTER PLAN VISION: 268 6DOWNTOWN AMES GUIDING VISION CHAPTER EXECUTIVE SUMMARY EXECUTIVE SUMMARY 1 269 7DOWNTOWN AMES GUIDING VISION EXECUTIVE SUMMARY FOUR BIG IDEAS THE VISION: “To create a vibrant, welcoming, and thriving center of Ames blend- ing our historic downtown ambiance with modern amenities, fostering economic vitality, and enhancing the quality of life for residents and visitors alike. Through community collaboration, thoughtful innovative design, and strategic investments, we aim to establish a walkable, accessible, and diverse city-center that celebrates our unique identity, supports local businesses, affords various residential opportunities and offers engag- ing cultural, recreational, and social experiences for all ages and gen- erations to come.” 1 6 2 7 3 8 4 9 9 5 10 1 MAIN STREET 6 CITY HALL 2 THE LINC (PROPOSED)7 BANDSHELL PARK 3 SCHAINKER PLAZA 8 TOM EVANS PLAZA 4 POWER PLANT 9 FAREWAY AND WHEATSFIELD GROCERY STORE 5 FORMER DEPOT 10 PUBLIC LIBRARY CLA R K A V E BU R N E T T A V E 5TH ST 6TH ST LINCOLN W A Y DUFF A V E KELL O G G A V E A ROBUST AND COMPLETE DOWNTOWN NEIGHBORHOOD Encourage efficient infill and mixed-use development to create a vibrant downtown for living, entertainment, unique retail, and civic activities. STREETS AS SPACES Redesign existing public spaces to provide a wider variety of spaces for people to enjoy. CONNECTIONS TO IOWA STATE UNIVERSITY Strengthen the relationship with Iowa State University through partnerships, development, transportation, and programming. AN ENTREPRENEURIAL DOWNTOWN Nurture local pride, economy and identity by creating a fertile environment for local businesses, restaurants, artists and venues to succeed. Though geographically small, Downtown Ames plays an outsized role in the quality of life, economy, identity and social fabric of Ames. The entire Ames community and Iowa State University stand to gain from the growth and development of Downtown Ames into the community’s primary hub of activity. New housing opportunities, hotels, venues, businesses, and public spaces will enable Downtown to fulfill its mission as the heart of the community - ensuring the City moves towards its aspirations of being the best mid-sized city in Iowa and the Midwest. 270 8DOWNTOWN AMES GUIDING VISION EXECUTIVE SUMMARY D B C A C. EAST EDGE AND DUFF AVE C1: HIGHLIGHTING THE POWER PLANT C2: IMPROVED MAIN STREET GATEWAY C3: IMPROVED CONNECTIONS TO BANDSHELL PARK C4: REDEVELOPMENTS ALONG DUFF AVENUE FOUR INITIATIVES DOUGLAS AVE CIVIC FESTIVAL STREET BACKSIDE OF MAIN STREET ACTIVATION GR A N D A V E CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E D. CITY HALL / GRAND AVE D1: GATEWAY DEVELOPMENT ON CITY LAND D2: MID-BLOCK CONNECTION FROM DEPOT TO CITY HALL D3: WESTERN EXTENSION OF MAIN STREET BUILDINGS D4: REDEVELOPMENT AROUND THE DEPOT 1 Transitions Downtown Ames into a full mixed-use neighborhood while also growing it into a regional destination for entertainment, food, and gathering. 4 Expands the role of public space to be: - More welcoming to people - To facilitate more events and programming - To support business activity - To connect across the tracks and beyond 2 Provides a wider variety of ways to get to Downtown and experiences to have while Downtown. 3 Enhances the edges of Downtown and fills in the voids surrounding the Downtown core. The Vision for Downtown Ames: B. SCHAINKER TO FUTURE LINCOLN WAY DEVELOPMENT B1: IMPROVEMENTS TO TOM EVANS PLAZA B2: MULTI-MODAL PARKING RAMP AND WELCOME CENTER B3: BURNETT AVENUE IMPROVEMENTS B4: REDEVELOPMENT OF THE BANK BLOCK A. MAIN STREET ACTIVATION A1: REDESIGN OF MAIN STREET A2: DOUGLAS “CIVIC FESTIVAL” STREET A3: ACTIVATION OF THE BACKSIDE OF MAIN STREET A4: GUIDELINES FOR INFILL DEVELOPMENT 271 9DOWNTOWN AMES GUIDING VISION EXECUTIVE SUMMARY Main Street is the most important street in Downtown. Its redevelopment has led to Downtown’s resurgence in recent years by providing retail and dining experiences that cannot be found anywhere else in Ames. This Vision suggests boosting the activity on Main Street by increasing sidewalk width, encouraging more outdoor dining, and extending the vibrancy of Main Street west to Grand Avenue. JJ RENDERINGS MID AFTERNOON IN THE SPRING Tom Evans Plaza and Burnett Avenue can emerge as a key public space in Downtown Ames. Tom Evans Plaza will become both Center Stage and the Front Porch while the west side of Burnett Avenue can extend north as a linear park - connecting Schainker Plaza to areas north of Downtown New and improved public spaces in Downtown will bring people together while delivering a broader range of experiences for residents, employees, and visitors alike. Examples of Enhanced Public Spaces in the Vision 272 10DOWNTOWN AMES GUIDING VISION EXECUTIVE SUMMARY IMPLEMENTATION FRAMEWORKS MAIN POINTS »Redevelopment occurs primarily on existing parking lots and underutilized parcels. »Redevelopment occurs on a variety of scales - between 3 to 7 stories. »Frontage types reinforce important pedestrian corridors. MAIN POINTS »A hierarchy of streets guides how they are re-designed and re-programmed over time. »6th Street becomes an important East/West bike connection; while Grand Avenue and Duff Avenue support North/South bike connections. »A strategically located multi-modal parking ramp behind Main Street supports development while also serving as a mobility hub, and welcome center to Downtown. MAIN POINTS »Main Street, Burnett Avenue. and parts of Douglas Avenue. are improved as public spaces and designed for flexibility: they are open for vehicles and parking, however also designed to be closed for events and gathering. »Improved connections across Duff Avenue allow Bandshell Park to link with and become a part of Downtown. DEVELOPMENT OPEN SPACE STREETS Bandshell Park Tom Evans Plaza Cynthia Duff Plaza Douglas Ave Festival StreetBu r n e t t A v e L i n e a r P a r k GR A N D A V E GR A N D A V E CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E Shainker Plaza Main Street Bu r n e t t A v e GR A N D A V E GR A N D A V E CL A R K A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E GR A N D A V E CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E DEVELOPMENT FRAMEWORK POTENTIAL REDEVELOPMENT SITES RETAIL ON GROUND FLOOR ADAPTIVE REUSE POTENTIAL PARKING RAMP OPEN SPACE FRAMEWORK LANDMARKS PUBLIC SPACES TRANSPORTATION FRAMEWORK STREETS WEIGHTED TOWARDS MOVEMENT OF VEHICLES STREETS BALANCED BETWEEN VEHICLES AND PEDESTRIANS STREETS WEIGHTED TOWARDS PEDESTRIANS BIKE LANES / TRAILS / PATHS KEY INTERSECTION IMPROVEMENTS POTENTIAL PARKING RAMP LOCATIONS P P P P 273 11DOWNTOWN AMES GUIDING VISION CHAPTER EXISTING CONDITIONS AND ANALYSIS EXISTING CONDITIONS AND ANALYSIS 2 274 12DOWNTOWN AMES GUIDING VISION SITE LOCATION IOWA STATE UNIVERSITY CAMPUS TOWN CY TOWN DOWNTOWN DOWNTOWN Hwy 30 I- 3 5 LINCOLN WAY CORRIDOR AQUATIC CENTER THE LINC (PROPOSED) THE DINKY 1 MILE IOWA STATE UNIVERSITY EXISTING CONDITIONS AND ANALYSIS DOWNTOWN AMES IN THE REGION KEY TAKEAWAYS »Ames’ total census population is 66,427 (2020 census). The Downtown and University are only a mile apart, yet there is very little relationship between the two. »Downtown has a solid core and strong relationship to the older neighborhoods to the north, but Downtown’s east and south edges have seen little reinvestment over the years. »Recent planning and development plans are beginning to take shape - signaling a new era for Downtown development. 275 13DOWNTOWN AMES GUIDING VISION PLANNING CONTEXT EXISTING CONDITIONS AND ANALYSIS ACTIVE PROJECTS POLICY GUIDANCE Historic District Downtown Boundary per Comprehensive Plan WALKER PARKING STUDY SCHAINKER PLAZA Pe d e s t r i a n B r i d g e THE LINC (PROPOSED)LINCOLN WAY CORRIDOR PLAN HISTORIC DISTRICT AND CONTRIBUTING STRUCTURES PEDESTRIAN AND BICYCLE PLANAMES 2040 COMPREHENSIVE PLAN KEY TAKEAWAYS »The City has adopted several plans and policies that guide growth in the Downtown »The Ames 2040 Comprehensive Plan expanded the definition of Downtown. »The Lincoln Way Corridor Plan promotes investment to improve the southern entrances to Downtown while also serving as a major growth area between Grand and Duff Avenues. »The Historic District encourages preservation of irreplaceable assets and the identity of Main Street. »The Pedestrian and Bike Plan promotes multi- modal access to Downtown. »Several projects are currently underway in and around Downtown that will help shape the future of the area. AQUATIC CENTER 276 14DOWNTOWN AMES GUIDING VISION SITE ANALYSIS APPROACH DEVELOPMENT AND BUILT FORM NC : Neighborhood Commercial RM: Residential Medium Density DGC: Downtown Gateway Commercial Highway Oriented Commercial ZONING PRIMARY BUILDING USE TAX CAPACITY PER ACRE Development and Built Form SYSTEMS INITIATIVE AREAS Parks and Open Space Transportation and Connectivity RETAIL/DINING SERVICE/OFFICE CIVIC/INSTITUTIONAL/WORSHIP RESIDENTIAL TAX EXEMPT / PUBLIC OR NON PROFIT VERY LOW LOW MEDIUM HIGH VERY HIGH EXISTING CONDITIONS AND ANALYSIS • The Downtown is comprised of several interrelated systems: Development, Open Space and Transportation. In a well-functioning Downtown the strength of each system (shown above) is amplified if they are coordinated with each other. • This Vision examines each of the systems independently, offering recommendations for how they can be improved and more closely related. • Then the Vision identifies several initiative areas, or Focus Areas where transformative impacts could occur. KEY TAKEAWAYS »Downtown has a notable and well loved mix of retailers and restaurants that do well despite the lack of hospitality and limited number of residential units in the Downtown. »Most of Downtown is zoned DSC, which encourages mixed use development up to 7 stories - currently the tallest building in downtown is only 5 stories. »Downtown has several valuable community attractions and destinations, (such as the library and museum), that draw people from across the City. DSC: Downtown Service Center Hi s t o r i c D i s t r i c t Summary Downtown Net Acres 53 acres Public or Non Profit 17 acres Private Paying Property 36 acres Private Property Within Historic District 17 acres Private Property Outside Historic District 19 acres Main Street Bu r n e t t A v e GR A N D A V E GR A N D A V E CL A R K A V E KE L L O G G A V E DO U G L A S A V E 5TH ST 6TH ST DU F F A V E Main Street Bu r n e t t A v e GR A N D A V E GR A N D A V E CL A R K A V E KE L L O G G A V E DO U G L A S A V E 5TH ST 6TH ST DU F F A V E 277 15DOWNTOWN AMES GUIDING VISION T TRANSPORTATION AND CONNECTIVITY CY RIDE ROUTES BIKE AND PEDESTRIAN SYSTEM PARKING OCCUPANCY AT PEAK TIME (1PM WEEKDAY)ARRIVAL TO DOWNTOWN (TYPICAL DAY) Bike crossing enhancement Ped crossing enhancement Fu t u r e S t u d y N e e d e d Bike Lanes Bi k e B o u l e v a r d Sh a r e d u s e P a t h Existing and Planned Shared Use Path Existing and Planned On Street Bike ways SITE ANALYSIS EXISTING CONDITIONS AND ANALYSIS ORIGIN OF AVERAGE WEEKDAY VISITORS TO DOWNTOWN AMES ORIGIN # OF TRIPS TO DOWNTOWN AMES % OF TRIPS TO DOWNTOWN AMES AMES 4950 75% OUTSIDE AMES 1639 25% TOTAL 6589 100% High (83% to fully occupied) Medium High (67%-82% occupied) Medium Low (51% to 60% occupied) Low (less than 50% occupied) KEY TAKEAWAYS »Transit lines converge at City Hall where driver layover facilities exist, however passenger waiting areas and amenitites are minimal. »The planned bike network will connect Downtown to adjacent areas, however future study is needed on several key connections, per the Walk Bike Roll Plan. »Current parking demand is well served by current supply, however future development will likely stress this existing supply. »One quarter (25%) of visitors to Downtown Ames come from outside Ames. (source Streetlight and City Planning) »In general, the majority of people arrive on Grand (via north and south) and Duff (from the south) Main Street Bu r n e t t A v e GR A N D A V E GR A N D A V E CL A R K A V E KE L L O G G A V E DO U G L A S A V E 5TH ST 6TH ST DU F F A V E 13 5 0 10 0 9 90 81 2 74 13 2 40 5 82 2 15 4 4 294 319 source: Walker Parking Study source: Walk Bike Roll Ames Note: aggregated data from June 2022 to may 2023 source: Streetlight and City Planning 278 16DOWNTOWN AMES GUIDING VISION SITE ANALYSIS PARKS AND OPEN SPACES PARKS AND OPEN SPACES Band shell ParkSchainker Plaza Tom Evans Plaza Cynthis Duff Park EXISTING CONDITIONS AND ANALYSIS KEY TAKEAWAYS »Shainker Plaza will be an important addition to the Downtown park system. »Bandshell Park is well used by the neighborhoods, but not as a primary Downtown resource. »Tom Evans Plaza has the potential to serve as a focal point in the Downtown while also being an important connection between public parking and Main Street. Main Street Bu r n e t t A v e GR A N D A V E GR A N D A V E CL A R K A V E KE L L O G G A V E DO U G L A S A V E 5TH ST 6TH ST DU F F A V E MAIN STREET TODAY 8’ 15’ 12’ 52’ 75% 12% 12% 60’ ROW Pkg Pkg 80’ ’ ROW Pkg Pkg MAIN STREET KEY TAKEAWAYS »The design of Main Street encourages vehicular use and discourages outdoor business use. Diagonal parking creates an uncomfortable experience for pedestrians. »The sidewalk width (12’) is too narrow to allow outdoor dining or display of goods. »The Railroad motif is not well understood. »Tom Evans Plaza and Cynthia Duff Plaza do not function well as inviting entrances to Main Street. MAIN STREET DIMENSIONS AND USEMain Street’s sidewalks, are used predominately for walking. At 12’ wide they do not have generous space for outdoor dining. PRECEDENT EXAMPLE OF FUTURE USE OF PUBLIC SPACEWider sidewalks and more generous furnishing zones set away from the storefronts, de-clutter the sidewalk, allow better visibility and access to stores and allow restaurants to create generous dining patios. 279 17DOWNTOWN AMES GUIDING VISION PHOTO SURVEY PUBLIC SPACES CELEBRATION & ACTIVITY BUILDING VARIETY COMMUNITY ANCHORS & LANDMARKS PLACE MAKING EXISTING CONDITIONS AND ANALYSIS »Downtown Ames has a wide range of buildings, spaces, and activities - added together they establish a strong and lasting identity for the Downtown. And importantly they create a sense of place and a that allows the Downtown to differentiate itself from other parts of Ames 280 18DOWNTOWN AMES GUIDING VISION A DAY IN THE LIFE OF DOWNTOWN EXISTING CONDITIONS AND ANALYSIS MANY SPACES, MANY EXPERIENCES, MANY PEOPLE Great downtowns are many things for many people. They provide a range of activities and a variety of spaces for a broad cross section of the population. On any given day, Downtown should be alive with activities from early morning into the evening. Downtown is a stage for the daily activities of life to unfold: coffee shops are buzzing, people are working, families are visiting the library and park, lunch spots are serving and delivering, residents are strolling, shopkeepers are engaging, friends are meeting, bands are playing, and visitors are exploring. A well formed public realm and a mix of uses will enable the paths of people (both strangers and friends) to cross in unplanned ways. In doing so, social and civic bonds are subtly formed, trust is built and the social contract remains intact. On weekends and evenings, new waves of people come into the Downtown - for planned events, concerts, weddings, and special dinners; but also to simply “hang out” and meet with friends. Downtown offers that range of experiences for all in Ames to enjoy. 1 GRAB GROCERIES AT FAREWAY 2 PICK UP PERMIT AT CITY HALL 3 GET GIFT AT COOKS EMPORIUM 4 PICK UP CHILD AT DAY CARE 5 PICNIC AT BANDSHELL PARK 6 HEAD HOME 1 DROP OFF BOOK AT LIBRARY 2 LUNCH AT CAFE DIEM 3 GOES TO WORK AT POWER PLANT 4 MEET FRIEND AT TORRENT BREWING 5 BIKE HOME TO OLD TOWN 1 2 3 4 56 1 2 3 4 5 1 2 3 4 1 VISIT LONDON UNDERGROUND 2 VOLUNTEER AT YSS HEADQUARTERS3 MEET FRIENDS AT CORNBRED 4 BREAKFAST AT UNCLES HOUSE 281 19DOWNTOWN AMES GUIDING VISION EXISTING CONDITIONS AND ANALYSIS 1% 2% 50201 54% 50010 32% 50014 50011 5001350012 11% Others DOWNTOWN ISU Not a college or univeristy College or university Weekly Monthly Daily Annually Never been to Do not work in Work in »Most are over 40 years old AGE OF RESPONDENT LOCATION OF RESPONDENTSGENERAL QUESTIONS COLLEGE STUDENTS »Most are currently not a college/ university student DOWNTOWN VISITS »Most visit Downtown Ames weekly WHERE RESPONDENTS WORK »Most do not work Downtown COMMUNITY INPUT Chart Title No Yes Chart Title No YesChart Title no yes No (26%) Yes (74%) COLLEGE OR UNIVERSITY STUDENTS (96 RESPONSES) No (60%) Yes (40%) NON COLLEGE OR UNIVERSITY STUDENTS (867 RESPONSES) WOULD YOU LIVE IN DOWNTOWN AMES IF HOUSING WERE AFFORDABLE? No (57%) Yes (43%) ALL RESPONDENTS TOTAL 963 RESPONSES Over 5541-5526-4017-25 Chart Title over 5541-5525-4017-25 282 20DOWNTOWN AMES GUIDING VISION EXISTING CONDITIONS AND ANALYSIS WHAT DO YOU PERCEIVE TO BE THE BEST ASSETS OF DOWNTOWN AMES? WHAT FEATURES WOULD ENTICE YOU TO VISIT DOWNTOWN AMES MORE OFTEN? PERCEIVED ASSETS & DESIRED FEATURES SELECT QUOTES FROM THE SURVEY Create more public spaces, host more events, and make the area fami- ly-friendly Need for im- proved walkabil- ity and enhanced parking options Continued incentives for facade improvements and mainte- nance Interested in living downtown but concerned about overall attractiveness Better public transportation options to make downtown more accessible More nightlife.... stuff to do after dinner at a great restaurant. How about some more places to live close to Main Street. Activate parking lots and offer tax abatements for redevelopment projects Better safety and cleanliness measures Enhance the expe- rience with better lighting, bike racks, and public art More unique shops, dining options, and entertainment venues Preserve the his- toric architecture and character of Downtown Ames COMMUNITY INPUT 283 21DOWNTOWN AMES GUIDING VISION EXISTING CONDITIONS AND ANALYSIS Adaptive Reuse Improve Connections to Residential Areas Improve Connections to Residential Areas Creative Facade Enhancement Event Space Event Space Adaptive ReuseFuture Connection Improve Public Space Improve Public Space Gateway Redevelop- Gateway Redevelop- Future Redevelopment Future Redevelopment The Linc P P P PP P LINCOLN WAY MAIN ST. MAIN ST. GR A N D A V E . CL A R K A V E . DOU G L A S A V E . BU R N E T T A V E . 5TH ST.6TH ST. DUF F A V E . POTENTIAL REDEVELOPMENT AREAS POTENTIAL ADAPTIVE REUSE PUBLIC REALM IMPROVEMENT AREA PARKS & OPEN SPACES LINCOLN WAY MAIN ST. MAIN ST. GR A N D A V E . KEL L O G G A V E . DOU G L A S A V E . BU R N E T T A V E . 5TH ST. 6TH ST. DUF F A V E . 1/4 M I L E Single-family Residential Area Single-family Residential Area Single-family Residential Area Potential Upper Floor Residential Potential Upper Floor Residential 301 Main 56 Units Small Mulitfamily Buildings Small Mulitfamily Buildings Small Mulitfamily Buildings Ames Motor Lodge 1,000 Feet P P P PP P Days Inn 400 Fe e t HOTEL POTENTIAL REDEVELOPMENT AREAS MULTIFAMILY HOUSING PREDOMINANTLY SINGLE FAMILY RESIDENTIAL NEIGHBORHOODS POTENTIAL FOR RESIDENTIAL ON UPPER FLOORS PARKS & OPEN SPACES EXISTING OPPORTUNITIES FUTURE OPPORTUNITIES A WALKABLE PLACE MISSING RESIDENTIAL AND HOTELS POTENTIAL REDEVELOPMENT, ADAPTIVE REUSE, AND SPECIAL FEATURES This diagram combines potential development sites with key public realm improvement and adaptive reuse opportunities. Examining these together can lead to a mutually-reinforcing infill development framework. The LINC is a proposed large scale redevelopment south of the railroad tracks, where a mid-block north-south pedestrian bridge associated with the LINC is planned to connect back to Main Street. As the area south of the tracks develops, it should complement and support the core of Downtown. The east end of Main Street (except for the very edge along Duff Avenue) is considered to be stable urban fabric, but west of Burnett Avenue there are numerous sites ripe for infill development that can extend the vitality of Main Street.Most potential redevelopment sites are drive-through. While drive-throughs are great for automobile-based service, these are not compatible with a walkable downtown Main Street because they adversely affect pedestrian use due to frequent curb cuts and high volumes of traffic.Potential adaptive reuse sites to be explored include: the Depot (a use that should be continued), the theater (restored to its original condition), and the small collection of warehouses southeast of Duff and Main (create an arts-based warehouse district). Downtown Ames needs, and can support, a great deal of new residents and visitors. New residential development would complement existing, successful downtown commercial activity, put more “eyes on the street” to enhance safety, and make Downtown a more complete neighborhood. Downtown is surrounded by beautiful tree-lined residential neighborhoods, but these are located about 1/4 mile from its center (Main and Kellogg). 301 Main offers newly remodeled one-bedroom, one-bathroom unit apartments in the center of Main Street. The currently planned LINC will provide over 100 units of residential, 40,000 sf of ground floor commercial, and a hotel. There are currently no hotels in Downtown Ames. The nearest overnight accommodations are two motels south of Lincoln Way. Most hotels in Ames are located in highway commercial areas, such as those along US Highway 30. While potential new development sites identified as part of this plan should be prioritized for mixed-use development with residential uses above, existing multi-story buildings should be explored for their capacity to provide residential units above their commercial ground floors. proposed future developmentproposed future developmentproposed future development Event Space LINCOLN WAY REDEVELOPMENT AREA EVENT SPACE 284 22 IDEAS / FRAMEWORKS CHAPTER DOWNTOWN AMES GUIDING VISION 3 THE GUIDING VISION: BIG IDEAS AND FRAMEWORKS 285 23 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION 321 INITIATIVE FOCUS AREAS A: MAIN STREET REDESIGN & ACTIVATION • A1: REDESIGN OF MAIN STREET • A2: DOUGLAS “CIVIC FESTIVAL” STREET • A3: ACTIVATION OF THE BACKSIDE OF MAIN STREET • A4: GUIDELINES FOR INFILL DEVELOPMENT B. SCHAINKER TO FUTURE LINCOLN WAY DEVELOPMENT • B1: IMPROVEMENTS TO TOM EVANS PLAZA • B2: MULTI-MODAL PARKING RAMP AND • WELCOME CENTER • B3: BURNETT AVENUE IMPROVEMENTS • B4: REDEVELOPMENT OF THE BANK BLOCK C. EAST EDGE AND DUFF AVE • C1: HIGHLIGHTING THE POWER PLANT • C2: IMPROVED MAIN STREET GATEWAY • C3: IMPROVED CONNECTIONS TO BANDSHELL PARK • C4: REDEVELOPMENTS ALONG DUFF AVENUE D. EAST EDGE AND DUFF AVE • D1: GATEWAY DEVELOPMENT ON CITY PROPERTY • D2: MID-BLOCK CONNECTION (DEPOT TO CITY HALL) D3: WESTERN EXTENSION OF MAIN STREET BUILDINGS • D4: REDEVELOPMENT AROUND THE DEPOT FOUR BIG IDEAS A ROBUST AND COMPLETE DOWNTOWN NEIGHBORHOOD • MORE RESIDENTS AND OVERNIGHT VISITORS • AN 18 HOUR DOWNTOWN STREETS AS SPACES • REBALANCE , REPROGRAM AND RECLAIM STREETS • IMPROVE EDGES AND ENTRANCES TO DOWNTOWN CONNECTIONS TO IOWA STATE UNIVERSITY • IMPROVE ENGAGMENT WITH THE UNIVERSITY BY OFFERING MORE OFF-CAMPUS EXPERIENCES FOR THE ISU COMMUNITY. • PROMOTE THE DOWNTOWN AS A CLASSROOM AND LABORATORY FOR THE UNIVERSITY AN ENTREPRENEURIAL DOWNTOWN • CREATE OPPORTUNITIES FOR ASPIRING ENTREPRENEURS • FOSTER ARTS, ENTERTAINMENT AND INNOVATION FRAMEWORKS DEVELOPMENT • IDENTIFIES REDEVELOPMENT SITES • IDENTIFIES PREFERRED ACTIVE BUILDING FRONTAGES TRANSPORTATION • IDENTIFIES STREET HIERARCHY • IDENTIFIES PRIMARY ACCESS AND PARKING AREAS OPEN SPACE • IDENTIFIES NEW PUBLIC SPACES • IDENTIFIES KEY IMPROVEMENTS FINE GRAINEDPLACE SPECIFICBROAD IDEASAREA-WIDE SYSTEMSCONCEPTS PLACES 286 24 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION A ROBUST AND COMPLETE DOWNTOWN NEIGHBORHOOD STREETS AS SPACES Redesign existing public space assets to provide a wider variety of spaces for people to enjoy. GOALS: REBALANCE , REPROGRAM AND RECLAIM STREETSDowntown has 3.5 acres of park space and approximately 19 acres of roadway. Over time, select Downtown streets can become more pedestrian friendly; they can be designed to become places to linger and gather, rather than just places to move through. IMPROVE THE PERIMETER AND AND ENTRANCESThe arrival experience into Downtown Ames can be uncomfortable and confusing to first-time or infrequent visitors - especially if arriving from the south. Investments in wayfinding, public spaces, and parking can help create a more user-friendly and welcoming environment. Encourage efficient infill and mixed use development to create a vibrant downtown for living, entertainment, unique retail and civic activities GOALS: MORE RESIDENTS AND OVERNIGHT VISITORS Adding a substantial amount of residents to the Downtown is essential to creating a vibrant environment. Residents provide an “around the clock” presence and support local businesses. New housing downtown would also provide a new set of housing choices for people living in, and aspiring to live in Ames. AN 18 HOUR DOWNTOWNVibrant downtowns buzz with activity throughout the day and into the evening. When the work day is over, restaurants, bars, breweries, music venues, and theaters come alive. This activity creates a unique identity for the Downtown and additional business for retailers. CONNECTIONS TO IOWA STATE UNIVERSITY AN ENTREPRENEURIAL DOWNTOWN Strengthen relationship with Iowa State University through partnerships, development, transportation, and programming GOALS: IMPROVE ENGAGEMENT WITH IOWA STATE UNIVERSITY BY OFFERING MORE OFF CAMPUS EXPERIENCES FOR THE ISU COMMUNITY. Downtown should be an asset to the University community - serving as a place to live, enjoy, and visit on a regular basis. Downtown should be leveraged as a recruiting tool for the University - offering off-campus experiences that help create a well rounded life in Ames. PROMOTE THE USE OF DOWNTOWN AS A CLASSROOM/LABORATORY FOR THE UNIVERSITY.Downtown can provide off campus space for classrooms, studios and other university uses that would benefit from interacting with the broader community. Support a spirit of local pride by creating fertile environment for local businesses, restaurants, and entertainment venues to succeed. GOALS: CREATE MANY OPPORTUNITIES FOR ASPIRING ENTREPRENEURS TO FLOURISH IN DOWNTOWN Downtown should continue to preserve buildings where possible to ensure low cost space is available within the Downtown. Expansion of Downtown south of the tracks introduces additional opportunities for adaptive reuse. Pop up and temporary retail can serve as additional low cost opportunities for small local retailers. FOSTER THE ARTS, ENTERTAINMENT AND INNOVATIONThe arts and entertainment contributes to an entrepreneurial ecology by introducing new ideas and perspectives into the community. FOUR BIG IDEAS FOR DOWNTOWN AMES 287 25 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION THE VISION DOWNTOWN AMES IS THE HEART OF URBAN LIFE IN STORY COUNTY. IT IS A VIBRANT HUB OF ACTIVITY WHERE ONE CAN LIVE AND ENJOY THEIR DAILY ACTIVITIES OF LIFE, ALL WITHIN WALKING DISTANCE OF EACH OTHER. DOWNTOWN IS WELCOMING AND INCLUSIVE; IT IS REPRESENTATIVE OF THE ENTIRE COMMUNITY AS IT SERVES AS BOTH THE CENTER STAGE AND THE LIVING ROOM FOR AMES. 1 1 MAIN STREET 6 6 CITY HALL 2 2 THE LINC (PROPOSED) 7 7 BANDSHELL PARK 3 3 SCHAINKER PLAZA 8 8 11 TOM EVANS PLAZA 4 4 POWER PLANT 9 9 9 FAREWAY AND WHEATSFIELD GROCERY STORES 5 5 FORMER DEPOT 10 11 12 1012 AMES PUBLIC LIBRARY FORMER COLLEGIAN THEATER US POST OFFICE CLA R K A V E CLA R K A V E CLA R K A V E BU R N E T T A V E 5TH ST 6TH ST LINCOL N W A Y MAIN ST DUF F A V E KEL L O G G A V E GR A N D A V E A A B B ALLEN - PLACEHOLDER TOM EVANS PLAZA AND BURNETT AVENUE MAIN STREET 288 26 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION BUILT FORM DEVELOPMENT FRAMEWORK REDEVELOPMENT SITES RETAIL ON GROUND FLOOR POTENTIAL SHARED PARKING RAMP FRAMEWORKS Potential Development Summary Redevelopment Sites Size (acres)Assumed Height Potential Units (=/-) Potential Commercial SF A .6 3-4 stories 60 B .4 3-4 stories 40 C .6 3-4 stories 40 D .6 3-4 stories 40 E .5 3-4 stories 125 F 1.2 5-6 stories 150 G .6 3-4 stories 50 H 1.4 3-6 stories 150 I 1.8 3-6 stories 150 30,000 J .4 5-6 stories 75 10,000 K .8 5-6 stories 150 7,500 L .8 3-4 stories 0 40,000 M .5 3-4 stories 75 7,500 N .2 3-4 stories 20 10,000 O .2 3-4 stories 20 10,000 a Post Office 40,000 sf b Tribune Building 30,000 sfThe table above provides potential development build out for redevelopment sites that are most suitable to change - either because they have low value/acre, are underutilizied, or publicly owned. Properties north of 6th Street are included within the Ames Plan 2040 Core land use designation which supports long term change for the area to include additional housing or commercial redevelopment in a manner compatible with the density and urban design features of Downtown. All new buildings are assumed to be primarily residential - with some as mixed use (indicated with red lines) However the Vision recognizes that several buildings may have non-residential (i.e. classroom or offices) on the upper floors. Building heights are assumed for the purposes of establishing a baseline calculation. Actual building heights and unit counts will vary MAIN POINTS »Redevelopment occurs primarily on existing parking lots and other underutilized parcels. »Redevelopment occurs on a variety of scales - between 3 to 7 stories. »Frontage types reinforce important pedestrian corridors. »A few buildings, such as Tribune Building and the Post Office are underutilized and can be used for uses such as co-working space, hotel, or event space. 7TH ST7TH STGR A N D A V E WI L S O N A V E CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E P P P A a B C D F LKH E G I J N O M b 289 27 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION CONNECTIVITY MAIN STREET EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G PR O P O S E D PR O P O S E D PR O P O S E D PR O P O S E D BURNETT AVENUE GR A N D A V E DUFF AVENUE DOUGLAS AVENUE TRANSPORTATION FRAMEWORK STREETS WEIGHTED TOWARDS MOVEMENT OF VEHICLES STREETS BALANCED BETWEEN VEHICLES AND PEDESTRIANS STREETS WEIGHTED TOWARDS PEDESTRIANS BIKE LANES / TRAILS / PATHS KEY INTERSECTION IMPROVEMENTS POTENTIAL PARKING RAMP LOCATIONS FRAMEWORKS MAIN POINTS »A hierarchy of streets guides how they may be re- designed and re-programmed over time. »6th Street becomes an important east west bike connection; while Grand and Duff Avenues are north south bike connections per the City’s Bike Plan. »Strategically located multi modal ramp behind Main Street supports development while also serving as a mobility hub, and welcome center to Downtown. potetnial 4 to 3 lane conversion with off street bike facility (FURTHER STUDY NEEDED) 3 to 2 lane conversion with on street bike lanes 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW CL A R K A V E CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET 5TH ST 6TH ST DU F F A V E PROPOSED CHANGE: Conversion from diagonal to parallel parking to create wider sidewalks and dining patios PROPOSED CHANGE: Reduce the roadway from four to three lanes while adding an off-street bike trail. (further study needed) PROPOSED CHANGE: Replace parallel parking on west side to create linear park connecting Main Street and Tom Evans Plaza to areas north of Downtown. Use pop-up bollards on segments to close for events. PROPOSED CHANGE: Between the Library and Main Street create a “Festival Street” with pop-up bollards that can be used for festivals and events. DEVELOPMENT SIDEWALK ROADWAY PARK 290 28 IDEAS / FRAMEWORKSDOWNTOWN AMES GUIDING VISION PUBLIC SPACE OPEN SPACE FRAMEWORK SCHAINKER PLAZA BURNETT AVENUE AS A LINEAR PARK ON WEST SIDE OF STREET AND CONNECTION TO AREAS NORTH OF DOWNTOWN DOUGLAS AVENUE AS A FESTIVAL STREET WITH POP- UP BOLLARDS MAIN STREET IMPROVEMENTS BANDSHELL PARK TOM EVANS PLAZA AND A CONNECTION TO THE LINC (proposed) THROUGH BLOCK CONNECTIONS AND POCKET PARKS FRAMEWORKS MAIN POINTS »Main Street remains a street, however sidewalks are widened (by converting diagonal parking to parallel) to create better public spaces for people and businesses »Burnett Avenue and parts of Douglas Avenue become multi-use streets. They serve cars, however with retractable bollards and pedestrian amenities they also function as linear parks and spaces for gathering during events or weekends. »Improved connections across Duff Avenue allow Bandshell Park to become a part of Downtown. CL A R K A V E CL A R K A V E GR A N D A V E BU R N E T T A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E MAIN STREET MAIN STREET 5TH ST 6TH ST DU F F A V E TOM EVANS PLAZA MAIN STREET DOUGLAS AVENUE 291 29DOWNTOWN AMES GUIDING VISION CHAPTER FOCUS AREAS GUIDING VISION & FOCUS AREAS 4 292 30DOWNTOWN AMES GUIDING VISION FOCUS AREAS ILLUSTRATIVE GUIDING VISION FOR DOWNTOWN AMES A. MAIN STREET ACTIVATIONA1: REDESIGN OF MAIN STREETA2: DOUGLAS “CIVIC FESTIVAL” STREETA3: ACTIVATION OF THE BACKSIDE OF MAIN STREETA4: GUIDELINES FOR INFILL DEVELOPMENT B. SCHAINKER TO LINCOLN WAY DEVELOPMENTB1: IMPROVEMENTS TO TOM EVANS PLAZAB2: MULTI-MODAL PARKING RAMP AND WELCOME CENTER B3: BURNETT AVENUE IMPROVEMENTS B4: REDEVELOPMENT OF THE BANK BLOCK C. EAST EDGE AND DUFF AVENUEC1: HIGHLIGHTING THE POWER PLANTC2: IMPROVED MAIN STREET GATEWAY C3: IMPROVED CONNECTIONS TO BANDSHELL PARKC4: REDEVELOPMENTS ALONG DUFF AVENUE D. CITY HALL / GRAND AVENUED1: GATEWAY DEVELOPMENT ON CITY LAND D2: MID-BLOCK CONNECTION FROM DEPOT TO CITY HALL D3: WESTERN EXTENSION OF MAIN STREET BUILDINGS D4: REDEVELOPMENT AROUND THE DEPOT BU R N E T T A V E BU R N E T T A V E MAIN ST LINCOLN WAYLINCOLN WAY GILCHRIST ST 5TH ST 2ND ST 3RD ST 6TH ST 7TH ST 8TH ST CL A R K A V E WI L S O N A V E GR A N D A V E GR A N D A V E DU F F A V E CA R R O L L A V E DU F F A V E DO U G L A S A V E KE L L O G G A V E 34 2 1 3 4 3 2 D B C A 1 2 33 4 4 12 1 4 293 31DOWNTOWN AMES GUIDING VISION FOCUS AREAS A1: REDESIGN OF MAIN STREET A2: DOUGLAS “CIVIC FESTIVAL” STREET A3: ACTIVATION OF THE BACKSIDE OF MAIN STREET A4: GUIDELINES FOR INFILL DEVELOPMENT OVERVIEW MAIN STREET ACTIVATIONA Maintaining and growing the health and vitality of businesses on Main Street is a priority for all stakeholders. The Vision supports the social, business, and civic life on Main Street and envisions providing Main Street with wider sidewalks that are flexible, and supportive of year round activity. As Main Street attracts more dining, drinking, and entertainment establishments it will generate more foot traffic and increased demand for outdoor dining. A new Main Street with wider sidewalks will enable this activity to flourish. Main Street will also be enhanced with improvements to its backside - the south face of buildings along the parking lot. This is important because it is the first impression of the Downtown for many who arrive by car. Improvements include converting spaces to dining patios, rehabilitating facades and adding murals. MAIN STMAIN ST 5TH ST CL A R K A V E BU R N E T T A V E KE L L O G G A V E DO U G L A S A V E DU F F A V E PE A R L E A V E 1 ENHANCE STREETSCAPE AT WEST GATEWAY 11 EXTENSION OF TOM EVANS PLAZA 2 NEW MID-BLOCK PEDESTRIAN WAY - CITY HALL TO MAIN STREET MID-BLOCK CROSSINGS 3 NEW MIXED-USE DEVELOPMENT (COMMERCIAL GROUND FLOOR) 4 RECONFIGURE PARKING - ADD SMALL SINGLE TENANT RETAIL PODS (AKA “JEWEL BOX RETAIL”) 9 BURNETT AVENUE AS NORTH-SOUTH LINEAR PARK 10 IMPROVEMENT OF TOM EVANS PLAZA 5 LANDSCAPE BUFFER BETWEEN PARKING AND STREET 6 NEW MIXED-USE DEVELOPMENT ON KEY CORNER SITE 7 NEW MIXED-USE DEVELOPMENT BLOCK - COMMERCIAL FRONTAGE ALONG MAIN STREET 8 PARKING RAMP ALONG RAIL LINE WITH MOBILTY HUB ON GROUND LEVEL AT TOM EVANS PLAZA 13 UPDATE MID-BLOCK CROSSINGS ON MAIN STREET 14 EXPAND SIDEWALKS ON MAIN STREET 15 IMPROVE REAR PARKING; ADD STREETSCAPE AND CORRESPONDING LANDSCAPE ISLAND INTO PARKING LOT 16 ADD NEW BUILDINGS ALONG KELLOGG AVENUE IN PLACE OF SOME SURFACE PARKING 17 DOUGLAS FESTIVAL STREET (FLEXIBLE: CLOSED FOR EVENTS) 18 NEW MIXED-USE DEVELOPMENT (ALLEY BELOW) 19 STREETSCAPE AND GATEWAY PLAZA IMPROVEMENTS 20 BETTER CONNECTIONS ACROSS DUFF AVENUE TO BANDSHELL PARK 12 ACTIVATION OF BACKS OF BUILDINGS - CREATE A ONE-SIDED STREET-LIKE ENVIRONMENT 17 18 19 20 20 15 1616 12 11 10 9 7 6 8 4 3 14 131 2 5 294 32 FOCUS AREASDOWNTOWN AMES GUIDING VISION 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 80’ ROW 12’ 20’ Sidewalk sidewalk sidewalk sidewalk diag pkg parallel pkg parallel pkg diag pkg REDESIGN OF MAIN STREET MAIN POINTS »Redesign Main Street to maintain assets such as mature trees and public art while expanding the sidewalk zone to increase pedestrian amenities. »Convert diagonal parking to parallel parking in order to expand sidewalk space. »Move dining and furnishing zone away from storefront to maintain clear access and allow expansive dining zones. PROPOSED SECTION OF MAIN STREET EXISTING SECTION OF MAIN STREET MAIN STREET ACTIVATION EXISTING CONDITION EXAMPLES FROM OTHER CITIES OF SIMILAR IMPROVEMENTS TO PUBLIC SPACES 295 33 FOCUS AREASDOWNTOWN AMES GUIDING VISION Redesign and rebuild of Main Street is an eventual goal of this Vision to permanently improve the overall pedestrian quality of Main Street. However it recognizes the recent investments (full replacement of pavers) as well as the relative success of Main Street. Therefore, while improving Main Street is important, this Vision offers ideas for how small improvements can be completed in the interim. Ideas include:• Converting street parking spots to temporary/seasonal dining patios.• Encouraging businesses to turn “inside out” by using sidewalk space for selling product, transactions, and dining. • Establishing a “social district” or “sip and stroll zone” that allows businesses to sell alcohol to walk up customers and allows adults to walk downtown with alcoholic beverages during events• Permit street performance and other forms of outdoor entertainment.• Consider “Main Street Acupuncture” program by investing in temporary installments that enable more people to use public spaces in downtown - such as a game cart, mobile library, or outdoor piano. existing potential dining patios potential dining patios REDESIGN OF MAIN STREET: INTERIM IMPROVEMENTS MAIN STREET ACTIVATION EXAMPLES FROM OTHER CITIES OF SIMILAR IMPROVEMENTS TO PUBLIC SPACES 296 34 FOCUS AREASDOWNTOWN AMES GUIDING VISION DOUGLAS “FESTIVAL STREET”ACTIVATION OF THE BACKSIDE OF MAIN STREET GUIDELINES FOR INFILL DEVELOPMENT MAIN POINTS »Consider converting Douglas Avenue into a “Festival Street” that can be programmed by Octagon, Ames History Museum the Ames Public Library or Ames Main Street. »A street with flush curbs and special features such as centenary lights and special paving enables it to function as a street most of the time, but as a plaza on weekends or during events. MAIN POINTS »Dining patios and murals on the backside of Main Street will create a more welcoming and appealing entrance to the Downtown for those who park in the public lots. »Ganged and shared dumpsters will free up space and clean up these unsightly and unappealing, yet necessary elements. MAIN POINTS »New buildings should follow simple guidelines that ensure continuity of a high quality public realm. »Overlay district (or similar tools) with stronger design controls can provide greater predictability and better outcomes. MAIN STREET ACTIVATION 1 HIGH QUALITY MATERIALS1EXTEND CURB; ADD LANDSCAPE1REMOVABLE OR POP UP BOLLARDS 3 BASE, MIDDLE, AND TOP3SEATING AND PEOPLE SPACE3STREET TREES 5 GROUND FLOOR TRANSPARENCY5ROOFTOP ACCESS & ACTIVATION5TENTS IN PLACE OF PARKING 6 PARKING6LIVE MUSIC 2 VERTICAL ARTICULATION2MURALS AND FACADE UPLIFTS2CURB EXTENSIONS 4 ACTIVE GROUND FLOOR USE4NEW WINDOWS AND ENTRANCES4OVERHEAD STRING LIGHTING 6 PARKING IN BACK 1 2 3 5 6 4 11 2 2 3 3 6 6 4 4 5 5 EXISTING CONDITION PRECEDENTEXISTING CONDITION PRECEDENTEXISTING CONDITION PRECEDENT 297 35 FOCUS AREASDOWNTOWN AMES GUIDING VISION B1: IMPROVEMENTS TO TOM EVANS PLAZA B2: MULTI-MODAL PARKING RAMP AND WELCOME CENTER B3: BURNETT AVENUE IMPROVEMENTS B4: REDEVELOPMENT OF THE BANK BLOCK OVERVIEWLocated in the middle of Downtown this focus area will tie together important investments with new public spaces while providing infrastructure that makes it easier for people to get Downtown. Schainker Plaza will be a significant new park that will attract people from around the city year round. Lincoln Way will be home to several projects consisting of several hundred new residential units, a hotel and retail/commercial space along Kellogg Avenue. This focus area redesigns and extends Tom Evans Plaza both north towards Schainker Plaza and South towards Lincoln Way. The Plan recommends Burnett Avenue become a linear park with features such as public art, shade structures, plantings and benches along one side.The focus area also includes recommendations for a multi-modal ramp behind Main Street. The ramp should include a mobility hub, transit center (relocated from City Hall) , welcome center, bike share, public restroom, and other features and amenities for Downtown patrons and visitors. TOMTOM EVANS PARK 8 1516 9 7 14 14 13 1011 12 3 4 2 1 6 5 SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENTB 1 SCHAINKER PLAZA 4 “BANK BLOCK” MIXED-USE REDEVELOPMENT SITE 2 BURNETT AVENUE AS NORTH-SOUTH LINEAR PARK 5 5TH STREET REDEVELOPMENT SITE - CONSOLIDATE PARKING INTO A VERTICAL MIXED-USE BUILDING 11 MIXED-USE DEVELOPMENT LINING PARKING RAMP ALONG CLARKE AVENUE 3 ADAPTIVE REUSE OF COLLEGIAN THEATER 6 IMPROVEMENT OF TOM EVANS PLAZA 12 BANK SITE MIXED-USE DEVELOPMENT 15 THE LINC - BUILDING 1 (PROPOSED) 16 THE LINC - BUILDING 2 (PROPOSED) MAIN STMAIN ST 5TH ST CL A R K A V E BU R N E T T A V E KE L L O G G A V E 7 LANDING AREA OF PEDESTRIAN BRIDGE FROM THE LINC / EXTENSION OF TOM EVANS PLAZA 9 PARKING RAMP ALONG RAIL LINE 10 MOBILTY HUB AND AMPHITHEATER STAIRS ALONGSIDE PARKING RAMP 8 PEDESTRIAN BRIDGE OVER RAIL LINE TO THE LINC (PROPOSED) 13 ACTIVATION OF BACKS OF BUILDINGS - CREATE A ONE-SIDED STREET-LIKE ENVIRONMENT 14 ADD NEW BUILDINGS ALONG KELLOGG AVENUE IN PLACE OF SOME SURFACE PARKING SCHAINKER SCHAINKER PLAZA 298 36 FOCUS AREASDOWNTOWN AMES GUIDING VISION TERRACED SEATING ALLOWS PEOPLE TO USE THE SPACE A VARIETY OF WAYS. SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENT TOM EVANS PLAZA TOM EVANS PLAZA TOM EVANS PLAZATerraced space with sculptural objects that facilitate a variety of postures and uses. TOM EVANS EXTENSION: THE PORCHPerformance space and entrance to Downtown. Combined with vertical circulation for the Linc and intermodal ramp. LINK TO THE LINCSkyway/pedestrian bridge connection across the tracks to connect the LINC to downtown. MAIN STREETsmall stage, kiosk and wayfinding at the top of Tom Evans Plaza. MAIN STMAIN ST BU R N E T T A V E BURNETT AVENUELinear Park / roadway that creates a north south public space, connecting to areas north of Downtown. 299 37 FOCUS AREASDOWNTOWN AMES GUIDING VISION MAIN POINTS »Tom Evans Plaza is extended north as part of a Burnett Avenue linear park and south to connect to the developments on LIncoln Way. »The plaza will become the first impression for many who come to Downtown as they park in public lots or ramp and walk through it to get to Main Street. »The plaza should be both the “Front Porch” and the “Community Living Room” with terraces and benches that encourage flexibility and a range of small scale programming. »Mobile attractions such as a game cart, library cart, small food vendors, and micro kiosks will inject activity into the plaza. SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENT 300 38 FOCUS AREASDOWNTOWN AMES GUIDING VISION ROCHESTER MN ROCHESTER MN STOCKHOLM, SWEDEN 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 80’ ROW 12’ 20’ sidewalk sidewalk sidewalk sidewalk diag pkg Parallel pkg Parallel pkg EXISTING SECTION OF BURNETT AVE PROPOSED SECTION OF BURNETT AVE BETWEEN MAIN STREET AND 5TH BURNETT AVENUE MAIN POINTS »Burnett Avenue is recognized as an important connection between Schainker Plaza and Main Street. In addition it can be promoted as a primary bike / walk connection to areas north of Downtown. »Enhanced setbacks on the west side of Burnett Avenue, between 6th Street and Main Street can create a linear park. »The linear park would have features such as public art, pedestrian lighting, seating, and shade trees. SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENT 301 39 FOCUS AREASDOWNTOWN AMES GUIDING VISION MAIN POINTS »A new intermodal parking ramp can also serve as a mobility hub, transit center (relocated from City Hall), a welcome center to provide wayfinding for visitors, public restroom, and daycare. »The ramp can become a landing point for the bridge to the LINC while also serving as a seating pavilion for events in an expanded Tom Evans Plaza. »Consideration should be given to ensuring the Clark Avenue frontage is pedestrian-friendly, possibly occupied by a liner building or retail at the ground floor. RETAIL LINER ON A PARKING RAMP DENVER, CO TOM EVANS PARK INTERMODAL RAMP 1 1 2 3 3 MOBILITY HUB THAT TIES TOGETHER MULTIPLE FORMS OF TRANPORTATION INTERMODAL RAMP 2 SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENT MAIN ST CL A R K A V E BU R N E T T A V E 302 40 FOCUS AREASDOWNTOWN AMES GUIDING VISION POROUS BLOCK INCORPORATING THE THEATER WITH PARKING UNDERGROUND FULL BLOCK DEVELOPMENT, MAXIMIZES DENSITY FORMER COLLEGIAN THEATER FACADE PITTSBURGH, PA ALEXANDRIA, VA REDEVELOPMENT OF THE BANK BLOCK MAIN POINTS »The Bank Block is a key connection between Schainker Plaza and Main Street. It is the largest redevelopment opportunity in the Downtown proper. »As a mixed use development, it can reinforce retail on Main Street, provide needed housing and possibly incorporate the historic Collegian Theater building. »Parking for the development should either be included underground or nestled to the interior of the block. 21 1 2 3 3 BURN E T T A V E SCHAINKER PLAZA TO LINCOLN WAY DEVELOPMENT SCHAINKER PLAZA BURN E T T A V E SCHAINKER PLAZA 3 2 MAIN ST 5TH ST CL A R K A V E TOM EVANS PARK SCHAINKER PLAZA BU R N E T T A V E 303 41 FOCUS AREASDOWNTOWN AMES GUIDING VISION 1 2 7 9 8 5 3 10 11 14 15 6 4 13 12 16 MAIN ST 5TH ST DO U G L A S A V E DU F F A V E 6TH ST 5 INTERSECTION IMPROVEMENTS: CROSSWALK REALIGNMENT, CURB RAMPS, LANDSCAPING, AND SAFETY MEASURES 3 POWER PLANT DRIVEWAY REMOVAL - REPLACE WITH IMPROVED OPEN SPACE (LONG TERM - EXPLORE PARKING DECK WRAPPED WITH VERTICAL MIXED-USE DEVELOPMENT) 1 ENHANCE BANDSHELL PARK (LIMB UP TREES, IMPROVE LIGHTING, ETC. (LONG TERM - COMPLETELY REDESIGN AND UPDATE) 4 IMPROVE STREETSCAPE ALONG 5TH STREET AND POWER PLANT; CREATE A WELL-DESIGNED PERIMETER AROUND POWER PLANT 6 EXPLORE OPTIONS TO ADD CROSSWALK; CONSIDER A ROAD DIET ON DUFF AVENUE 7 STREETSCAPE AND ENTRY POCKET PARK IMPROVEMENTS 8 REDUCE EXCESS TRAVEL LANE WIDTHS TO WIDEN SIDEWALKS AND IMPROVE PEDESTRIAN SAFETY 9 MAIN STREET IMPROVEMENTS - WIDEN SIDEWALKS, CHANGE PARKING FROM DIAGONAL TO PARALLEL, ADD STREET TREES AND AREAS OF OUTDOOR DINING 10 VERTICAL MIXED-USE DEVELOPMENT ALONG MAIN, DUFF, AND 5TH - PARKING IN FOOTPRINT ACCESSED VIA ALLEY 12 BIKEWAY ALONG 6TH STREET; SAFE CROSSING OF DUFF AVENUE TO ACCESS BANDSHELL PARK 15 IMPROVE ALLEY PARK; ADD STREETSCAPE AND CORRESPONDING LANDSCAPE ISLAND INTO PARKING LOT 16 POTENTIAL ARTS-BASED WAREHOUSE DISTRICT WITH ADAPTIVE REUSE BUILDINGS 13 RESIDENTIAL DEVELOPMENT ALONG 6TH STREET 14 DOUGLAS FESTIVAL STREET (CLOSED FOR EVENTS) 11 DEVELOPMENT OF EAST HALF OF BLOCK ALONG DUFF AVENUE (MODERATE DENSITY WITH SURFACE PARKING OR HIGH DENSITY WITH STRUCTURED PARKING); ACCESS PARKING VIA ALLEY 2 LIGHTING/ART ON POWER PLANT OVERVIEWThe east edge of Downtown is a key entrance to the district, while also offering opportunity for development, growth and placemaking. It also provides opportunities to expand the reach of Downtown - offering connections to Bandshell Park and heightening the prominence of the Power Plant. The focus area identifies several sites for redevelopment on both sides of Duff Avenue - offering excellent locations for new housing anchoring the east edge of Downtown. The Vision recommends highlighting the Power Plant - (the city’s tallest building) by celebrating it as public art (through murals, lighting, etc). The Vision also supports converting Duff Avenue to a three lane section (road diet) in order to create safer crossings and access to Bandshell Park - subject to further study. EAST EDGE AND DUFF AVENUE C1: HIGHLIGHTING THE POWER PLANT C2: IMPROVED MAIN STREET GATEWAY C3: IMPROVED CONNECTIONS TO BANDSHELL PARK C4: REDEVELOPMENTS ALONG DUFF AVENUE C BANDSHELL PARK 304 42 FOCUS AREASDOWNTOWN AMES GUIDING VISION MERCHANDISE MART, CHICAGO, ILSEATTLE, WA HIGHLIGHTING THE POWER PLANT IMPROVED MAIN STREET GATEWAY EAST EDGE AND DUFF AVE THE ARTERY- HOPKINS, MN (BEFORE)AFTERAFTER MAIN POINTS »Highlight the tallest structure in the city by using public art to highlight the prominence and stature of the Power Plant. MAIN POINTS »The Main Street/Duff Avenue intersection is a key gateway to Downtown. It also provides opportunity to improve connections to Bandshell Park and the east side of Duff Avenue. MAIN STMAIN ST DU F F A V E 305 43 FOCUS AREASDOWNTOWN AMES GUIDING VISION EAST EDGE AND DUFF AVENUE LOWA 46 - MINNEAPOLIS, MN REDEVELOPMENT ALONG DUFF AVENUE MAIN POINTS »Duff Avenue presents some of the only blighted buildings and vacant properties in Downtown, including the city- owned property south of Bandshell Park. »Framing a new gateway with buildings will help clarify the sense of entry while also slowing traffic due to spatial enclosure. EAST BOULEVARD - CHARLOTTE, NC IMPROVED CONNECTIONS TO BANDSHELL PARK MAIN POINTS »With average daily traffic between 10,000 and 12,000 Duff Avenue is well within the industry standard for consideration of a road diet from four lanes to a three lane road. »A road diet would enable construction of a shared use path or bike lane as planned for in the city’s Bike Pedestrian Plan. »Improving the pedestrian crossings along Duff Ave. at Main St. and 6th St., together with a road diet, will improve access to Bandshell Park. »Improving pedestrian crossings will also provide residents east of Duff Ave. and north of Bandshell Park better access for to businesses and amenities Downtown. 65’ ROW 65’-70’ ’ ROW Pkg 65’ ROW 65’-70’ ’ ROW Pkg 80’ ROW 10’ 20’ sidewalk sidewalk and street trees sidewalk Bandshell Park Bandshell Park shared use path EXISTING SECTION OF DUFF AVENUE PROPOSED SECTION OF DUFF AVENUE DUF F A V E BANDS H E L L PARK 306 44 FOCUS AREASDOWNTOWN AMES GUIDING VISION HISTORIC AMES DEPOT The west side of Downtown is anchored by two landmark buildings - the Depot and City Hall. Many of the properties in between these two buildings are under utilized; specifically several of the buildings between 5th Street and Grand Avenue. The Vision suggests redevelopment of this area with housing and street facing retail on Main Street. A mid block connection between City Hall and the Depot can become a much needed pedestrian way through Downtown. The southern end of the walkway can become a small parklet in front of the depot building and can serve as a setting for new retail. The Vision proposes a private / public partnership to redevelop a portion of the City Hall parking lot into a parking ramp with housing. The ramp can be used to support general development in the area as well as serve as protected parking for fleet vehicles. 1 ENHANCE STREETSCAPE AT WEST GATEWAY 2 NEW MID-BLOCK PEDESTRIAN WAY - CITY HALL TO MAIN STREET MID-BLOCK CROSSINGS 3 NEW MIXED-USE DEVELOPMENT (COMMERCIAL GROUND FLOOR) 4 RECONFIGURE PARKING - ADD RETAIL JEWEL BOX AND SMALL OPEN SPACE 5 LANDSCAPE BUFFER BETWEEN PARKING AND STREET 8 PRESERVE DEPOT (CONTINUE WITH CURRENT USE) 9 RESIDENTIAL DEVELOPMENT (INCLUDING PARKING, LOBBIES, AND RESIDENTIAL UNITS ON THE GROUND FLOOR) 6 NEW MIXED-USE DEVELOPMENT ON CITY-OWNED LAND (CONSIDER AFFORDABLE HOUSING AND SHARED RAMP) 7 7 TRANSIT MALL RELOCATED TO PARKING RAMP EAST OF CLARKE AVENUE ALONG RAILROAD TRACKS 10 SUPPORT EXISTING AND EXPLORE ADDITIONAL RETAIL AND FOOD/BEVERAGE USES IN THESE BUILDINGS 11 EXPLORE LONGER-TERM, SUBSTANTIAL REDEVELOPMENT OF THE WHOLE DEPOT BLOCK (BUT CONTINUE TO PRESERVE AND HIGHLIGHT THE DEPOT) MAIN STMAIN ST 5TH ST PE A R L E A V E CL A R K E A V E GR A N D A V E 6TH ST D1: GATEWAY DEVELOPMENT ON CITY LAND D2: MID-BLOCK CONNECTION FROM DEPOT TO CITY HALL D3: WESTERN EXTENSION OF MAIN STREET BUILDINGS D4: REDEVELOPMENT AROUND THE DEPOT OVERVIEW CITY HALL / GRAND AVENUED 1 3 4 5 10 11 11 10 6 1 2 2 7 9 9 9 8 CITY HALL SCHAINKER PLAZA 307 45 FOCUS AREASDOWNTOWN AMES GUIDING VISION CLEMATIS STREET - WEST PALM BEACH, FLCITY VIEW - RICHMOND, VATHE CASCADE - SIOUX FALLS, SD SMALL SCALE REDEVELOPMENT AROUND THE DEPOT NORTH HILLS - RALEIGH, NC CITY HALL / GRAND AVENUE WESTERN EXTENSION OF MAIN STREET BUILDINGSGATEWAY DEVELOPMENT ON CITY LAND MID-BLOCK CONNECTION FROM DEPOT TO CITY HALL MAIN POINTS »A walkway between 6th Street and the Depot can become a new avenue for housing. A public / private partnership on the City’s parking lot can provide parking for redevelopment as well as protected parking for fleet vehicles. »New housing along Grand Avenue creates a positive gateway into Downtown. »A small park in front of the Depot can become an additional gathering place and setting for retail/ restaurants. It can also provide an un-programmed place for patrons to gather and show activity in this area to attract more people.MAIN S T R E E T MAIN S T R E E T 5TH ST 1 4 2 1 432 3 CITY HALL 308 46DOWNTOWN AMES GUIDING VISIONDOWNTOWN AMES GUIDING VISION IMPLEMENTATION CHAPTER5 SEQUENCING & IMPLEMENTATION 309 47 IMPLEMENTATIONDOWNTOWN AMES GUIDING VISION A ROBUST AND COMPLETE DOWNTOWN NEIGHBORHOOD STREETS AS SPACES Encourage efficient infill and mixed use development to create a vibrant Downtown for living, entertainment, unique retail and civic activities. Redesign existing public spaces to provide a wider variety of experiences for people to enjoy. Strengthen relationship with Iowa State University through partnerships, development, transportation, and programming. Support a spirit of local pride by creating a fertile environment for local businesses, restaurants, and entertainment venues to succeed. CONNECTIONS TO IOWA STATE UNIVERSITY AN ENTREPRENEURIAL DOWNTOWN GOAL GOAL GOAL GOAL GOAL GOAL GOAL GOAL METRIC METRIC METRIC METRIC METRIC METRIC METRIC METRIC More residents and overnight visitors To enhance the use of existing public spaces to increase social activity, gathering, and enjoy- ment Improve engagement with Iowa State University by offering more off-campus experiences for the ISU community. Create many opportunities for aspiring entrepreneurs to flourish in Downtown. Foster the arts, entertainment, and innovation throughout the Downtown Number of new residents living in the Downtown. Number of opportunities for use of streets for informal gatherings, events, parklets, etc. Number of visitors and businesses in Downtown with a close relationship to the University. Number of new businesses and events opening in Downtown. An 18 Hour Downtown: a hub of activity throughout the day and into the evening. Improve the perimeter and entrances to Downtown. Promote use of Downtown as a classroom and labora- tory for the University. Amount of after dinner events in the Downtown, and retail establishments open into the evening. Exit surveys indicating simplicity and user friendliness of Downtown for visitors Number of classes and students using the Downtown for instruction and learning. Number of art installations and events in Downtown. FOUR BIG IDEAS, GOALS, AND METRICS 310 48 IMPLEMENTATIONDOWNTOWN AMES GUIDING VISION • Pursue SSMID (self-Supporting Municipal Improvement District) Designation for the Downtown • Pursue a Great Places Designation from the Iowa Department of Cultural Affairs. • Seek additional funding to help businesses take advantage of the parklet program that converts on street parking spaces to dining patios. • Work with the City to consider establishing a “Social District” or “Sip and Stroll” ordinance that can be deployed during events. • Continue and expand the Downtown Events and Arts Fund to support public events and arts in the Downtown. • Seek opportunities for micro-retail in small spaces such as retail pods, vacant storefronts, or kiosks. • Work withthe City and business owners to create shared dumpsters, thereby improving the overall aesthetics of the parking lots. • Work with Ames Electric Services to commission an artist to re-imagine the power plant towers, a landmark and community anchor in Downtown. • Encourage creative programming in both Tom Evans Plaza and Schainker Plaza with a wide variety community partners in order to welcome and invite more users into Downtown. • Install “light” infrastructure (temporary and/or mobile), for community activities in Tom Evans Plaza and Schainker Plaza such as » Dining patios in on-street parking spaces » Game/library cart in Tom Evans Plaza » Sidewalk chess » Micro retail in kiosks or temporary containers. • Revisit and update parking occupancy data / study • Explore a shared parking and parking benefit district policy that will enable better utilization of existing parking resources and enable infill development. • Explore state and federal funding opportunities for public private partnerships related to an intermodal ramp. »Initiate conversations with Cy Ride regarding a possible relocation of downtown bus stops to a new intermodal facility. • Review use of TIF for redevelopment, consider its expansion to support mixed use development. • Initiate discussions with University to develop strategy for increasing the University presence in and collaborations with Downtown. • Initiate redesign of Tom Evans Plaza • Initiate efforts to improve the backside of Main Street by creating a wider walkway, expanding the mural program to enliven the facades. • As the City identifies Capital Improvement Plans and Projects utilize this Vision to consider opportunities for implementation SHORT TERM ACTIONS SHORT TERM ACTIONS THAT CAN BE LED BY AMES MAIN STREET AND THE ALLIANCE SHORT TERM ACTIONS THAT CAN BE LED BY THE CITY 311 49 IMPLEMENTATIONDOWNTOWN AMES GUIDING VISION INCREMENTAL CHANGES DINING PATIOS REPLACING ON STREET PARKING MOBILE LIBRARY OR BOOK CART GAME KIOSK PIANOS ON MAIN STREET INVITATIONS TO COMMUNITY GROUPS TO USE DOWNTOWN FOR EVENTS AND GATHERINGS MICRO, MOBILE AND/OR TEMPORARY RETAIL SEQUENCING • The purpose of this Vision is offer suggestions that create new opportunities/projects that can further enhance Downtown. There are four focus areas and 16 different opportunities/ projects - some rely on private development and financing, others that can be undertaken by public agencies, and some require participation from Downtown Stakeholders. • Many of the opportunities/projects require significant public investments. Rather than initiating large projects immediately the Vision suggests taking incremental steps by implementing pilot projects and smaller investments. The objective of pilot projects is to test and demonstrate - on a small and temporary scale - how streets can become spaces, how parking and public space can be used differently and more effectively by Downtown users. • This strategic approach of “incremental changes before big investments” is especially crucial for Main Street, the very heart of Downtown and a proven success by many measures. The Vision suggests thoughtful enhancements that prioritize safety, inclusivity, flexibility, and comfort—ensuring Main Street continues to thrive while adapting to evolving community needs. While these changes may occasionally require customers to park on a side street or behind Main Street, they serve as a necessary step toward long-term improvements. Instead of undertaking an immediate, large-scale reconstruction that could cause significant disruption, the Vision advocates for deliberate, small-scale enhancements that will lay the foundation for a comprehensive transformation of Main Street in the future.. This may include: »Improvements to Cynthia Duff Plaza and Tom Evans Plaza that make the short walk from parking to Main Street a pleasant experience; thereby testing the impact of public realm improvements on access to businesses. »Occasional one block closures to Douglas Avenue and/or Burnett Avenue for programmed events to test impacts to circulation and occasional reduction of parking. »Wayfinding and signage that make Downtown easier to navigate. »Enhanced and more frequent use of the parklet program that enables businesses to create dining patios in place of on street parking spaces - thereby testing the tradeoff of reduced parking in favor of improved spaces for businesses. »Investment in small mobile carts or kiosks that can be used to help bring activity to public spaces - such as a game cart, book cart, pop up meeting spaces, or sidewalk chess. 312 50 IMPLEMENTATIONDOWNTOWN AMES GUIDING VISION Parking Impact Connectivity and Public Space Impact A MAIN STREET CONVERSION OF DIAGONAL PARKING TO PARALELL PARKING -100 ADDITIONAL 10’ TO ALL SIDEWALKS B BURNETT AVENUE CONVERSION OF PARALLEL PARKING TO LINEAR PARK .2 LINEAR PARK CONNECTION BETWEEN SHAINCKER PLAZA AND MAIN STREET C MULTI MODAL RAMP (SEE NOTE)-110 + 300 SPACES = +200 MORE CLEAR AND MORE PLEASANT ARRIVAL AND CONNECTION TO MAIN STREET D IMPROVEMENT AND EXTENSION OF TOM EVANS PLAZA -15 IMPROVED SIDEWALK ENVIRONMENT ON KELLOGG - CONNECTION BETWEEN LINC AND MAIN STREET E RETAIL ON KELLOGG AVENUE -40 MORE CLEAR AND MORE PLEASANT ARRIVAL AND CONNECTION TO MAIN STREET F IMPROVEMENT OF BACKSIDE OF MAIN STREET 0 MORE CLEAR AND MORE PLEASANT ARRIVAL AND CONNECTION TO MAIN STREET G IMPROVEMENTS TO CYNTHIA DUFF PLAZA 0 MORE CLEAR AND MORE PLEASANT ARRIVAL AND CONNECTION TO MAIN STREET H ADDITIONAL POTENTIAL PRIVATE/PUBLIC PARKING ARRANGEMENTS TBD I DOUGLAS FESTIVAL STREET 0 EVENT SPACE FOR DOWNTOWN, BETTER CONNECTION BETWEEN LIBRARY AND MAIN STREET note 1: further study and design will determine how Main Street can be re-built and the actual resulting parking impact. This line item assumes all diagonal parking converts to parallel. However each block will be evaluated individually to determine appropriate configuration. note 2: assumes a four level ramp with ground floor used primarily for transit A H H B C D E F G I Currently the City manages the Downtown public parking inventory (both on street and off street spaces). Today, the revenues derived from managing the parking supply are intended to help offset the operations, enforcement, and maintenance of that supply. Currently there is no excess revenue that can be used to maintain, let alone invest significant capital in a parking ramp. Prior parking studies indicate a substantial increase in operational costs for the parking fund are required in order to achieve a break even goal (revenues=operations + maintenance + en- forcement) should a parking ramp be built (as suggested in this vision). Therefore the City will have to evaluate a comprehensive parking strategy that would include adjusting parking rates throughout Downtown due to maintenance, enforcement, and operation al expenses of a parking ramp are considerably higher than that of a surface lot or on street parking. IMPLEMENTATION OF PARKING CHANGES 313 51 IMPLEMENTATIONDOWNTOWN AMES GUIDING VISION Cost opinion at initial Planning Level (FEBRUARY 2025) A. MAIN STREET ACTIVATION A1: REDESIGN OF MAIN STREET $7,000,000 - $11,000,000 Public realm improvements Grand to Duff = 2600 lf Will be evaluated on a block by block basis and may not be a single project A2: DOUGLAS “FESTIVAL” STREET $400,000-$600,000 Public realm improvements Main to 5th = 300 lf A3: ACTIVATION OF THE BACKSIDE OF MAIN STREET $600,000 - $800,000 Public improvements (move curb, landscaping) + mural program Clark to Duff=1,500 lf A4: GUIDELINES FOR INFILL DEVELOPMENT $50,000 Consultant work B. SCHAINKER TO THE LINC B1: IMPROVEMENTS TO TOM EVANS PARK $900,000 - 1,300,000 Park plus edge of multi modal ramp B2: MULTI-MODAL RAMP, MOBILITY HUB, WELCOME CENTER $12-15M 300 cars at 40K/car public private partnership plus grants if available B3: BURNETT AVENUE IMPROVEMENTS $1,500,000 - $2,000,000 Public realm improvements Main to 7th = 1,000 lf B4: REDEVELOPMENT OF THE BANK BLOCK TO BE DETERMINED Private development C. EAST EDGE AND DUFF AVE C1: HIGHLIGHTING THE POWER PLANT $150,000 - $200,000 Public art commission C2: IMPROVED MAIN STREET GATEWAY $150,000 - $200,000 Public / private C3: IMPROVED CONNECTIONS TO BANDSHELL PARK TO BE DETERMINED Extent of work to be determined in Duff Avenue Study C4: REDEVELOPMENTS ALONG DUFF AVENUE TO BE DETERMINED Private development D. CITY HALL / GRAND AVE D1: GATEWAY DEVELOPMENT ON CITY LAND TO BE DETERMINED Public private partnership D2: MID-BLOCK CONNECTION : DEPOT TO CITY HALL TO BE DETERMINED Private D3: WESTERN EXTENSION OF MAIN STREET BLDGS TO BE DETERMINED Private development D4: REDEVELOPMENT AROUND THE DEPOT TO BE DETERMINED Private development POTENTIAL COSTS Cost opinons are based on 2025 costs and do not assume escalations over time. Costs also do not include below grade utility infrastructure upgrades that may be necesarry. 314 Electric Vehicle Infrastructure Project Status: Cost Decrease City Of Ames, Iowa Capital Improvements Plan Description/Justification As the adoption of electric vehicles continues to grow in the coming years, Electric Services needs to continue to add charging infrastructure. There are 3 levels of EV charging: Level 1 charging operates at 120V AC, supplying between 1.2 – 1.8 kW. This is the level provided by a standard household outlet and can provide approximately 40–50 miles of range overnight. Level 2 charging operates at 240V AC, supplying between 3.6 – 22 kW. This level includes charging stations that are commonly installed in homes, workplaces, and public locations and can provide approximately 25 miles of range per hour of charging. Level 3 (or DC Fast Charger) operates between 400 – 1000V AC, supplying 50 kW and above. DC Fast Chargers, which are generally only available in public locations, can typically charge a vehicle to 80% in approximately 20-30 minutes. This project is for the addition of at least two Level 2 and one DC Fast charger within the Ames community annually for the next four years. The project assumes grant funding will be available in the latter years. Comments Utility investment into this project is being decreased with the anticipation of private infrastructure development in the later years. $100,000 was added to FY 2028/29 with the intention that this would be the last year Electric provides significant funding to EV charging. Staff anticipates the infrastructure available throughout the city will continue to be built out by local businesses and private developers. Location Various locations are being considered such as 13th Street and Interstate 35 or Highway 30/South Dakota for DC Fast Chargers; and near the mall, Main Street, and other populated areas for Level 2 chargers. Total 2025/26 2026/27 2027/28 2028/29 2029/30 Cost: Engineering/Meters 400,000 100,000 100,000 100,000 100,000 Total 400,000 100,000 100,000 100,000 100,000 Financing: Electric Utility Fund 200,000 50,000 50,000 50,000 50,000 Grant Funding 200,000 50,000 50,000 50,000 50,000 Total 400,000 100,000 100,000 100,000 100,000 Program - Activity: Department: Account Number: Utilities - Electric Administration Electric Services 530-4806-489 50 315 Electric Vehicle Charger REBATE FORM Valid until December 31, 2025. All information must be completed to avoid claim denial or processing delays. CUSTOMER INFORMATION Person Receiving Rebate Email Address Phone Number Installation Address Mailing Address for Rebate Check(if different) Contact Person (if different) Contact Person Phone No. Applicant Tax Status (if application is for a property other than a dwelling unit): oSole proprietor* oPartnership* oCorporation oGovernment oNon-Profit oReligious*If sole proprietor or partnership is checked, the applicant must provide a Form W-9 with the legal name and either a social security number or employer identification number. Failure to provide this information will cause return of form. How did you find out about the Smart Energy Rebate Program? oBill Insert oDirect Mail oAmes Electric Services oInternet oWord-of-Mouth oNewspaper oRadio oVendor oOther LEVEL 2 ELECTRIC VEHICLE (EV) CHARGING STATION INFORMATION Rebate Amount = Number of Charging Ports _______________ x $2,500/charging port = $___________________ ELECTRIC VEHICLE FLEET INFORMATION What percentage of your fleet is electric? What type of vehicle did the EVs replace? Make Replaced Model Replaced None/New Purchase Hybrid PHEV BEV Gas/Diesel Number of Vehicles Make Model Year PRIMARY EV CHARGING DETAILS(Please fill in your typical charging information below for an average week, an example has been provided) When do your fleet vehicles typically Weekdays (Example) Weekends (Example)charge at your location? (Example) Shift 1 Vehicles (Example) 5pm – 7am Rarely Charged on Weekends Shift 2 vehicles (Example) 12am – 5pm Rarely Charged on Weekends When do you typically charge? Weekdays Weekends (Please sign Customer Agreement on back) Charging Station Manufacturer Charging Station Model Charging Station Equipment Cost Charging Station Purchase Date Charging Station Installation Date Installation Cost 316 IMPORTANT: Please read “Terms and Conditions before completing this form. What to Include with Your Rebate Application• An itemized and dated receipt or invoice. If the appliance is professionally installed, the installation address should be included on the invoice and must match that on the utility account.• If you paid for both the charger and the electrical work, remember to attach the invoice for both the charger unit and the installation service to maximize your rebate value. Terms and Conditions• Participants must be City of Ames Electric Services’ customers.• Charger must be capable of programming charging by time of day.• Limit one EV Charger Rebate per claim form, two per dwelling.• Rebate is only available for EVSE that serves Plug-In Hybrid Vehicles with an electric range of at least 50 miles and Full Electric Vehicles.• Equipment must be installed and operating prior to submission of application.• Rebate will not exceed 50% of installed equipment cost • Applications must be submitted within 60 days of equipment installation and no more than six months after purchase of equipment, unless otherwise authorized.• Rebate checks will be issued to account holder in existing buildings unless otherwise established on the application. Checks will be issued to builder/general contractor in new buildings unless otherwise established on the application.• Rebates may be subject to income tax. Consult your tax advisor for more information.• Rebate forms must include full name of recipient and full installation/mailing address with suffix (e.g. Ave, St, Dr, Rd).• Smart Energy programs are subject to change or cancellation without notice.• City of Ames Electric Services reserves the right to install a metering device on new equipment to verify savings or efficiency.• Rebates are subject to availability of funds.• Applications must be completed in full, incomplete applications will delay processing and may be returned. DisclaimerCity of Ames Electric Services does not guarantee that installation and operation of power factor correction equipment will result in reduced demand or in cost savings. The manner in which a customer uses and maintains the equipment may affect potential cost savings. City of Ames Electric Services makes no warranties, expressed or implied, with respect to any equipment purchased or installed, including, but not limited to, any warranty of merchantability or fitness for a particular purpose. In no event shall City of Ames Electric Services be held liable for any incidental or consequential damages or injuries resulting from defective equipment or installation. City of Ames Electric Services reserves the right to cancel or change programs at any time. City of Ames Electric Services’ acceptance of an application does not guarantee payment of rebate or acceptance of financing. CUSTOMER AGREEMENT I certify that I am an electric customer of City of Ames Electric Services. I have read and agree to the Terms and Conditions on the back of this form. All statements made in this application are correct. I understand that Ames Electric Services reserves the right to inspect and verify any equipment before issuing rebates. Customer Signature Date To return completed form by mail or in-person: To return completed form by Email: Smart Energy ElectricRebates@cityofames.org City of Ames Electric Services 502 Carroll Ave. P.O. Box 811 Ames, IA 50010 Questions: 515-239-5177 317 Electric Vehicle Infrastructure Project Status: Cost Decrease City Of Ames, Iowa Capital Improvements Plan Description/Justification As the adoption of electric vehicles continues to grow in the coming years, Electric Services needs to continue to add charging infrastructure. There are 3 levels of EV charging: Level 1 charging operates at 120V AC, supplying between 1.2 – 1.8 kW. This is the level provided by a standard household outlet and can provide approximately 40–50 miles of range overnight. Level 2 charging operates at 240V AC, supplying between 3.6 – 22 kW. This level includes charging stations that are commonly installed in homes, workplaces, and public locations and can provide approximately 25 miles of range per hour of charging. Level 3 (or DC Fast Charger) operates between 400 – 1000V AC, supplying 50 kW and above. DC Fast Chargers, which are generally only available in public locations, can typically charge a vehicle to 80% in approximately 20-30 minutes. This project is for the addition of at least two Level 2 and one DC Fast charger within the Ames community annually for the next four years. The project assumes grant funding will be available in the latter years. Comments Utility investment into this project is being decreased with the anticipation of private infrastructure development in the later years. $100,000 was added to FY 2028/29 with the intention that this would be the last year Electric provides significant funding to EV charging. Staff anticipates the infrastructure available throughout the city will continue to be built out by local businesses and private developers. Location Various locations are being considered such as 13th Street and Interstate 35 or Highway 30/South Dakota for DC Fast Chargers; and near the mall, Main Street, and other populated areas for Level 2 chargers. Total 2025/26 2026/27 2027/28 2028/29 2029/30 Cost: Engineering/Meters 400,000 100,000 100,000 100,000 100,000 Total 400,000 100,000 100,000 100,000 100,000 Financing: Electric Utility Fund 200,000 50,000 50,000 50,000 50,000 Grant Funding 200,000 50,000 50,000 50,000 50,000 Total 400,000 100,000 100,000 100,000 100,000 Program - Activity: Department: Account Number: Utilities - Electric Administration Electric Services 530-4806-489 50 318 July 28th, 2025 Jeff Geerts Energy Efficiency and Conservation Block Grant Program Manager Iowa Economic Development Authority | Iowa Finance Authority 1963 Bell Avenue, Suite 200 Des Moines, IA 50315 Subject: Ames Regional Economic Alliance – Letter of Support Dear Mr. Geerts, The Ames Regional Economic Alliance is pleased to provide this letter in support for the City of Ames with their application in response to the Iowa Economic Development & Finance Authority Energy Efficiency and Conservation Block Grant. The Ames Regional Economic Alliance helps build local stakeholder support for economic development and tourism, and we leverage a deep network to drive growth for the City of Ames. We are supporting this project as it will further our goal to encourage equitable clean transportation, reduce greenhouse gases for cleaner, healthier air in Iowa, and increase economic activity to the downtown area. The proposed project will fill an existing infrastructure gap in Iowa, and we welcome the opportunity to support this vision. The proposed charging infrastructure will champion our goal to create an ecosystem of broad support and resources for the communities we serve, including business owners, government leaders, and consumers. We are committed to supporting this project and will work with the City of Ames to further garner stakeholder support and raise public awareness about the benefits of the charging infrastructure. Please do not hesitate to reach out if you have any further questions regarding our support. Sincerely, Dan Culhane President & Chief Executive Officer 304 Main Street, Ames, IA 50010 (515) 232-2310 dan@amesalliance.com 319 To:Mayor & City Council From:Justin Clausen, P.E., CPWP-M, Public Works Director Date:August 12, 2025 Subject:Ansley Subdivision 1st Addition Financial Security Partial Release No. 5 Item No. 33 MEMO Please see attached documentation for partial release of financial security on file with the City. ATTACHMENT(S): Ansley 1st Addition Financial Security Reduction 5.docx City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 320 Smart Choice Public Works Department 515.239.5160 main 515 Clark Ave. P.O. Box 811 Engineering 515.239.5404 fax Ames, IA 50010 www.CityofAmes.org Public Works Department 515 Clark Avenue, Ames, Iowa 50010 Phone 515-239-5160 Fax 515-239-5404 August 4, 2025 City Clerk City of Ames Ames, Iowa 50010 RE: Ansley Subdivision 1st Addition Financial Security Reduction No. 5 City Clerk: I hereby certify that more public improvements including the majority of Pavment HMA, 2” S required as a condition for approval of the final plat of Ansley Subdivision 1st Addition, have been completed in an acceptable manner by Manatts. 19 SY remains to be installed, after repairs to the curb and gutter. The above-mentioned improvements have been inspected by the Engineering Division of the Public Works Department of the City of Ames, Iowa and found to meet City specifications and standards. As a result of this certification, it is recommended that the financial security for public improvements on file with the City for this subdivision be reduced to $114,921. Sincerely, Justin Clausen, P.E, CPWP-M Public Works Director JC/MB cc: Finance, Developer, Planning & Housing, Subdivision file 321 Ansley Subdivision 1st Addition August 4, 2025 Page 2 Items completed as part of this reduction of financial security. ITEM UNIT Qty Pavement HMA, 2” Surface SY 4088 322 ITEM #:34 DATE:08-12-25 DEPT:P&H SUBJECT:THE BLUFFS AT DANKBAR FARMS 4TH ADDITION - FINAL PLAT AND POCKET PARK COMPLETION DATE EXTENSION COUNCIL ACTION FORM BACKGROUND: Friedrich Land Development Company, LLC is requesting approval of a Final Plat for The Bluffs at Dankbar Farms, Fourth Addition. This is the Fourth final plat for a Planned Residence District (PRD) development that is part of the larger Bluffs at Dankbar Farms Subdivision that totals 87.19 acres (see Attachments A & B – Location Map & Proposed Final Plat). The entire subdivision for the Bluffs at Dankbar Farms includes a Preliminary Plat with a PRD Masterplan, which was approved for a total of 105 lots and other development. The overall development is subject to a pre-annexation agreement, rezoning master plan agreement, and a phasing plan. The Fourth Addition creates 34 Lots for single family detached housing. With this Final Plat the developer is amending the original Preliminary Plat by reducing the total number of lots by one. This is permitted as a minor amendment under Subdivision standards in Chapter 23. The minimum density is still met and overall design and layout is still otherwise the same. Lots 1-14 are located along Cartier Avenue and extend around a cul-de-sac end to Cartier. Lots 15-17 are being created along the northward extension Erickson Avenue. Lots 18-28 are being created along Polo Avenue. Lot 34 is being created at the corner of Erickson and Cartier. The Fourth Addition will complete the entire south residential portion of The Bluffs at Dankbar Farms. The remaining lots will be for the Domani II lots on the north side of the site. PHASING OF DEVELOPMENT: The PRD and Preliminary Plat approval in 2023 requ ired a phasing plan (See Attachment C) that included separate planned phases of development that were to be completed in a specific order for both the Domani II development to the north and also the regular residential area to the south which is where this addition is proposed. Both areas have several planned phases. The original approval includes seven small phases for the subject area with regular home sites and six phases from Domani II. The first three phases of the south residential development were completed in 2023 and 2024. The 4th Addition fully builds out the remaining four planned phases of the regular residential south development and creates required street connections and circulation consistent with the approved phasing plan. One of the main connections required is that of Erickson Avenue connecting this residential area to the Domani II portion of the Subdivision to the north. This provides a key connection between both areas and will provide for a full connection northward to Cameron School Road. The northern portion of Erickson Avenue was started with the Domani II area in 2024. 323 PRIVATE PARK APPROVAL: As part of the PRD approval a private neighborhood park was required in an area between the Domani II part of the neighborhood and the south residential area along Erickson. As part of the 4th Addition, Erickson Avenue needs to be constructed. In conjunction with that extension, plan approval for the private pocket park is required on the east side of Erickson in Outlot G (See attachment D). Planning and Parks and Recreation staff met with the developers and approved the park plan earlier this year. The current phasing plan requires approval with Phase 3 and completion before Phase 4 housing construction. Because the proposed 4th Addition includes the remaining Phases 3-8 the developer requests an adjustment to the schedule to proceed with the Final Plat. If a change is not approved, Council will need to delay approval of the 4th Addition until the park is completed consistent with the phasing plan. The developer asks for Council to modify the timeline for the completion of the park until October 31, 2026. Staff believes this change is consistent with the intent of original phasing plan and supports the change in timing. No financial security is included for the park improvements because they private improvements. PUBLIC IMPROVEMENTS AGREEMENT: The Final Plat includes a financial security for installation of required infrastructure and a sidewalk deferral agreement as is typical of residential subdivisions. The required improvements must be in place within three years of the approval of the final plat. A Public Improvement Agreement has been submitted and reviewed by staff in the amount of $692,082. The Municipal Engineer has reviewed the items included with the agreement and approved the Public Improvements listed to be completed. ALTERNATIVES: 1. Approve the Fourth Addition of the Bluffs at Dankbar Farms, accept the public improvements agreement with the sidewalk deferral agreement, and modify the completion date for the private pocket park until October 31, 2026. 2. Deny the Final Plat for the Fourth Addition of the Bluffs at Dankbar Farms on the basis that the proposed Plat does not meet the City's subdivision standards in Chapter 23. 3. Defer action on this item and request more information from staff or the applicant. CITY MANAGER'S RECOMMENDED ACTION: City staff has reviewed the proposed Final Plat for The Bluffs at Dankbar Farms Fourth Addition and determined that the Plat meets the City's Subdivision Standards. Consolidating the phases into the 4th Addition is approvable per the phasing plan with the modification of the completion date of the for the private pocket park. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative #1. ATTACHMENT(S): Attachment A- General Location.pdf 324 Attachment B- Final Plat.pdf Attachment C-The Bluffs Phasing Plan.pdf Attachment D- Pocket Park Location on Phasing Plan.pdf Attachment E- Applicable Rules & Policies.pdf 325 CARTIER AVE BARCELOS ST ALDRIN AVE EVEREST AVE 515TH AVE ERICKSON AVE STANGE RD POLO AVE CAMERON SCHOOL RD GEARGE W CARVER AVE GEORGE W CARVER AVE CAMERON SCHOOL RD Bluff s At Dankbar Farms Four th Addition´ Bluffs At D ankbar Farms Fourth Addition (General Location) Legend PARCELS City Limits AMES INCORPORATED LIMITS STREET LABELS - ALL @ 50000FT Private ISU Road City Road County Secondary County Hwy State Hwy US Hwy US Interstate Hwy 326 LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 52.41' 90.00' 14.70' 89.26' 27.11' 23.75' 23.75' 71.89' 77.00' 77.25' 77.00' 28.07' 60.19' 113.46' 30.00' 42.50' 19.00' 58.00' 14.50' 6.28' BEARING N40°29'19"W N40°29'19"W N40°29'19"W N40°29'19"W S40°29'19"E S49°30'41"W N49°30'41"E N45°47'41"W N40°29'19"W N40°29'19"W N40°29'19"W N40°29'19"W N45°47'41"W N45°47'41"W S49°30'41"W S49°30'41"W N49°30'41"E N49°30'41"E N49°30'41"E N40°29'19"W LINE TABLE LINE # L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 LENGTH 75.72' 75.72' 75.72' 27.42' 57.49' 88.00' 88.00' 27.38' 9.54' 71.90' 10.50' 55.00' 10.50' 8.00' 67.00' 62.08' 76.00' 23.18' 97.94' 27.42' BEARING N40°29'19"W N40°29'19"W N40°29'19"W N40°29'19"W S40°29'19"E S40°29'19"E S40°29'19"E S40°29'19"E S59°31'35"E N0°15'37"E S89°44'23"E N0°15'37"E N89°44'23"W N0°15'37"E S89°44'23"E S89°44'23"E S89°44'23"E N40°29'19"W N40°29'19"W S40°29'19"E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 74.60' 74.60' 74.59' 49.10' 62.86' 96.50' 75.47' 30.01' 104.24' 99.65' 82.91' 82.91' 120.29' 86.61' 135.25' 76.49' 48.35' 60.74' 48.65' 53.52' RADIUS 62.50' 62.50' 62.50' 62.50' 62.50' 772.50' 827.50' 827.50' 772.50' 827.50' 772.50' 772.50' 827.50' 627.50' 572.50' 627.50' 627.50' 572.50' 127.50' 127.50' DELTA 68°23'03" 68°23'01" 68°22'51" 45°00'51" 57°37'45" 7°09'28" 5°13'33" 2°04'39" 7°43'54" 6°53'58" 6°08'59" 6°08'59" 8°19'45" 7°54'29" 13°32'09" 6°59'04" 4°24'52" 6°04'43" 21°51'52" 24°02'56" CH LENGTH 70.25' 70.25' 70.24' 47.85' 60.25' 96.44' 75.45' 30.00' 104.16' 99.59' 82.87' 82.87' 120.19' 86.54' 134.94' 76.45' 48.34' 60.71' 48.36' 53.12' CH BEARING S70° 11' 34"E S1° 48' 31"E S66° 34' 25"W N56° 43' 44"W N5° 24' 26"W S45° 55' 57"W N46° 53' 54"E N43° 14' 48"E S38° 29' 16"W N38° 45' 29"E S31° 32' 50"W S25° 23' 51"W N27° 19' 42"E N55° 50' 30"W S53° 20' 07"E N48° 23' 44"W N42° 41' 45"W S43° 31' 41"E N29° 33' 23"W N6° 36' 00"W CURVE TABLE CURVE # C21 C22 C23 LENGTH 54.96' 43.15' 113.88' RADIUS 127.50' 127.50' 72.50' DELTA 24°41'45" 19°23'27" 90°00'00" CH LENGTH 54.53' 42.94' 102.53' CH BEARING N17° 46' 21"E N39° 48' 57"E S4° 30' 41"W LINE TABLE LINE # L41 L42 L43 LENGTH 55.00' 55.00' 55.00' BEARING N49°30'41"E S40°29'19"E S40°29'19"E © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 FOR RECORDER USE ONLY AMES, IOWA THE BLUFFS AT DANKBAR FARMS, FOURTH ADDITION FINAL PLAT MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: LICENSE NUMBER DATE: IOWA I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. LICENSED PROFESSIONAL LAND SURVEYOR LUKE D. AHRENS P.L.S. LUKE D. AHRENS 24413 SHEETS 1 - 9 24413 12/31/2025 24X.136846 INDEX LEGEND LOCATION OUTLOT 'VV' OF BLUFFS AT DANKBAR FARMS, 3RD ADDITION, CITY OF AMES, STORY COUNTY, IOWA REQUESTOR:FRIEDRICH LAND DEVELOPMENT COMPANY LLC PROPRIETOR:FRIEDRICH LAND DEVELOPMENT COMPANY LLC SURVEYOR:LUKE D. AHRENS, P.L.S. #24413 SURVEYOR COMPANY:BOLTON & MENK, INC. RETURN TO:LUKE D. AHRENS, BOLTON & MENK, INC. 1519 BALTIMORE DR, AMES, IA 50010 (515)-233-6100 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, FOURTH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 1 R LEGAL DESCRIPTION: AN OFFICIAL REPLAT OF OUTLOT 'VV', THE BLUFFS AT DANKBAR FARMS, THIRD ADDITION, CITY OF AMES, STORY COUNTY, IOWA. LEGEND: FOUND 1/2" REBAR WITH PINK PLASTIC CAP #24413 (OR AS NOTED) SET 1/2" REBAR WITH PINK PLASTIC CAP #24413 FOUND SECTION CORNER AS NOTED SET 5/8"x24" REBAR WITH PINK PLASTIC CAP #24413 RECORDED DIMENSION RED PLASTIC CAP (R) RPC NOTES: 1.THIS SURVEY MEETS OR EXCEEDS IOWA CODE 355. 2.THIS SURVEY IS SUBJECT TO EASEMENTS APPARENT OR OF RECORD. 3.BEARINGS SHOWN ARE IOWA STATE PLANE NORTH, US SURVEY FOOT. 4.TOTAL AREA OF ADDITION = 25.93 ACRES OR 1,129,400.3 SQ FT. 5.SOIL BORINGS ARE REQUIRED IN AREAS WITHIN THIS PLAT WHICH HAVE BEEN IDENTIFIED BY THE CITY OF AMES AS HAVING SOILS THAT MAKE CONSTRUCTION OF BUILDING DIFFICULT. 6.ROW 'A' & ROW 'B' TO BE DEDICATED TO THE CITY OF AMES FOR STREET PURPOSES. 7.OUTLOT 'F', OUTLOT 'G' AND OUTLOT 'UU' ARE RESERVED FOR, S.W.F.E., AND PEDESTRIAN EASEMENTS COVERING THE ENTIRETY OF THE LOT 8.SEE SHEETS 2 THROUGH 9 FOR MORE DETAIL. FOUND 5/8"x24" REBAR WITH PINK PLASTIC CAP #24413 327 © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 R 24X.136846 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 2 R FEETSCALE 0 100 200 HORZ. SEE PAGE 3 SEE PAGE 4 SEE PAGE 5 SEE PAGE 6 ERICKSON LN ER I C K S O N A V E CAR T E R A V E POL O A V E CAR T E R A V E 3RD ADDITION 2ND ADDITION OUTLOT 'G' OUTLOT 'UU' OUTLOT 'YY' OUTLOT 'ZZ' GE O R G E W A S H I N G T O N C A R V E R A V E N U E OUTLOT 'A' OUTLOT 'D' OUTLOT 'F' OUTLOT 'VV' COLUMBUS DR EV E R E S T A V E EASEMENTS SEE PAGES 7-9 328 OUTLOT 'A' 2ND ADDITION LOT 2 0.76 ACRES 33000 SQ FT ROW 'B' 1.77 ACRES 77290 SQ FT LOT 16 0.21 ACRES 9177 SQ FT ROW 'A' 0.82 ACRES 35527 SQ FT LOT 17 0.21 ACRES 9177 SQ FT LOT 15 0.24 ACRES 10633 SQ FT LOT 1 0.76 ACRES LOT 4 0.73 ACRES 31724 SQ FT LOT 3 0.76 ACRES 33000 SQ FT LOT 9 0.29 ACRES 12460 SQ FT LOT 5 0.54 ACRES 23561 SQ FT LOT 6 0.41 ACRES 17770 SQ FT LOT 7 0.46 ACRES 20126 SQ FT LOT 8 0.37 ACRES 15956 SQ FT LOT 12 0.25 ACRES 10800 SQ FT LOT 10 0.25 ACRES 10800 SQ FT LOT 11 0.25 ACRES 10800 SQ FT LOT 14 0.28 ACRES 12282 SQ FT LOT 13 0.25 ACRES 10800 SQ FT LOT 19 0.25 ACRES 10893 SQ FT LOT 20 0.21 ACRES 9091 SQ FT LOT 18 0.26 ACRES 11293 SQ FT LOT 33 0.31 ACRES 13603 SQ FT L=292.67' R=827.50' Δ=20°15'51" CH=291.15' CB=N13°01'54"E S 89°46'17" E 174.50' L=297.46' R=772.50' Δ=22°03'44" CH=295.62' CB=S11°17'30"W L31 S 89°44'23" E 55.00' N 61° 3 1 ' 4 0 " W 1 2 0 . 0 0 ' L=70.03' R=652.50' Δ=6°08'59" CH=70.00' CB=N25°23'51"E S 67°4 0 ' 3 8 " E 1 2 0 . 0 0 ' C12 N 55 ° 2 2 ' 4 1 " W 1 2 0 . 0 0 ' L=70.03' R=652.50' Δ=6°08'59" CH=70.00' CB=N31°32'50"E C11 L=72.96' R=652.50' Δ=6°24'23" CH=72.92' CB=N37°49'31"E C9L39 L38 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' C6 L4 L3 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 40°29'19" E 66.82 L2 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' N 55 ° 4 6 ' 4 2 " E 1 2 5 . 6 1 ' S 1 6 ° 1 9 ' 2 2 " E 9 6 . 4 6 ' L1 N 0 ° 3 4 ' 4 2 " W 1 2 0 . 0 0 ' N 89°47'57" E 122.82' S 1 6 ° 1 9 ' 2 2 " E 7 9 . 2 2 ' N 4 1 ° 3 1 ' 3 1 " E 9 5 . 0 6 ' N 89°47'57" E 131.23' N 59° 4 7 ' 0 4 " W 1 5 1 . 6 0 ' S 65°1 6 ' 1 7 " W 1 4 5 . 8 7 ' N 0 ° 1 2 ' 0 3 " W 2 0 7 . 5 3 ' L5 S 49 ° 3 0 ' 4 1 " W 2 8 3 . 4 9 ' N 0 ° 1 2 ' 0 3 " W 1 6 7 . 4 7 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' N 40°29'19" W 45.14' N 0°12'03" W 71.92' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 1 0 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 1 1 7 . 3 5 ' C10 C15 L=94.99' R=747.50' Δ=7°16'52" CH=94.93' CB=S55°53'09"E S 3 5 ° 5 3 ' 0 6 " W 1 2 0 . 0 8 ' C14 C13 L29 RΔ=8CH=1 CB=S48°1 S 49 ° 3 0 ' 4 1 " W 1 2 0 . 3 0 ' C16 L24 C17 C18 C8 L41 C1 C 2 C3 C4 C5 © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 24X.136846 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 3 R R FEETSCALE 0 35 70 HORZ. 10 ' P . U . E . 5' P.U.E. CAR T E R A V E ER I C K S O N A V E POL O A V E 10 ' P . U . E . 5' P.U . E . 329 172327 SQ FT LOT 20 3RD ADDITION LOT 19 3RD ADDITION LOT 18 3RD ADDITION LOT 17 LOT 9 3RD ADDITION LOT 10 3RD ADDITION LOT 11 3RD ADDITION LOT 2 0.76 ACRES 33000 SQ FT ROW 'B' 1.77 ACRES 77290 SQ FT LOT 16 0.21 ACRES 9177 SQ FT LOT 17 0.21 ACRES 9177 SQ FT LOT 15 0.24 ACRES 10633 SQ FT LOT 1 0.76 ACRES 33000 SQ FT LOT 4 0.73 ACRES 31724 SQ FT LOT 3 0.76 ACRES 33000 SQ FT LOT 5 0.54 ACRES 23561 SQ FT LOT 12 0.25 ACRES 10800 SQ FT LOT 11 0.25 ACRES 10800 SQ FT LOT 14 0.28 ACRES 12282 SQ FT LOT 13 0.25 ACRES 10800 SQ FT LOT 31 0.23 ACRES 10120 SQ FT LOT 19 0.25 ACRES 10893 SQ FT LOT 20 0.21 ACRES 9091 SQ FT LOT 21 0.21 ACRES 9086 SQ FT LOT 22 0.21 ACRES 9086 SQ FT LOT 18 0.26 ACRES 11293 SQ FT LOT 34 0.23 ACRES 10061 SQ FT OUTLOT 'F' 0.35 ACRES 15179 SQ FT LOT 33 0.31 ACRES 13603 SQ FT LOT 32 0.23 ACRES 10222 SQ FT LOT 29 0.32 ACRES 13820 SQ FT LOT 30 0.23 ACRES 10120 SQ FT N 61° 3 1 ' 4 0 " W 1 2 0 . 0 0 ' S 67°4 0 ' 3 8 " E 1 2 0 . 0 0 ' C12 N 55 ° 2 2 ' 4 1 " W 1 2 0 . 0 0 ' CB=N31°32'50"E C11 L=72.96' R=652.50' Δ=6°24'23" CH=72.92' CB=N37°49'31"E C9L39 L38 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' C6 L6 L4 L3 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 40°29'19" E 66.82 L2 N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 9 0 . 0 0 ' S 65°1 6 ' 1 7 " W 1 4 5 . 8 7 ' S 49 ° 3 0 ' 4 1 " W 2 8 3 . 4 9 ' N 0 ° 1 2 ' 0 3 " W 1 6 7 . 4 7 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 1 0 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 1 0 0 . 0 0 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 49 ° 3 0 ' 4 1 " W 3 3 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 1 0 0 . 0 0 ' S 45 ° 4 7 ' 4 1 " E 9 9 . 8 7 ' S 49 ° 3 0 ' 4 1 " W 1 0 8 . 3 5 ' N 4 0 ° 2 9 ' 1 9 " W 9 6 . 0 0 ' L7 C7 S 49 ° 3 0 ' 4 1 " W 1 1 7 . 3 5 ' L14 C10 C15 L=94.99' R=747.50' Δ=7°16'52" CH=94.93' CB=S55°53'09"E S 3 5 ° 5 3 ' 0 6 " W 1 2 0 . 0 8 ' C14 C13 L29 L=105.05' R=747.50' Δ=8°03'07" CH=104.96' CB=S48°13'10"E S 49 ° 3 0 ' 4 1 " W 1 2 0 . 3 0 ' C16 L40 S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L24 C17 L=48.33' R=747.50' Δ=3°42'17" CH=48.33' CB=S42°20'28"E S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L23 S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L22 L21 L20 N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L25 C23 N 4 0 ° 2 9 ' 1 9 " W 1 2 9 . 9 9 ' N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L26 N 4 0 ° 2 9 ' 1 9 " W 8 8 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L27 N 4 0 ° 2 9 ' 1 9 " W 8 8 . 0 0 ' C18 L28 L12 L13 C8 N 4 0 ° 2 9 ' 1 9 " W 9 6 . 0 0 ' L11 L10 L9N 40°29'19" W 5.42' L8 L41 L42 © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 24X.136846 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 4 R R FEETSCALE 0 35 70 HORZ. 10' P . U . E . 5' P . U . E . ER I C K S O N A V E CAR T E R A V E POL O A V E 10' P . U . E . 5' P . U . E . 330 OUTLOT 'E' 3RD ADDITION LOT 15 3RD ADDITION LOT 20 3RD ADDITION LOT 19 3RD ADDITION LOT 18 3RD ADDITION LOT 17 3RD ADDITION LOT 16 3RD ADDITION LOT 6 3RD ADDITION LOT 7 3RD ADDITION LOT 8 3RD ADDITION LOT 9 3RD ADDITION LOT 10 3RD ADDITION ROW 3RD ADDITION LOT 14 0.28 ACRES 12282 SQ FT LOT 31 0.23 ACRES 10120 SQ FT LOT 27 0.23 ACRES 9908 SQ FT LOT 26 0.31 ACRES 13657 SQ FT LOT 28 0.20 ACRES 8855 SQ FT LOT 24 0.23 ACRES 10152 SQ FT LOT 25 0.30 ACRES 13044 SQ FT LOT 20 0.21 ACRES 9091 SQ FT LOT 21 0.21 ACRES 9086 SQ FT LOT 22 0.21 ACRES 9086 SQ FT LOT 23 0.21 ACRES 9086 SQ FT LOT 34 0.23 ACRES 10061 SQ FT OUTLOT 'F' 0.35 ACRES 15179 SQ FT LOT 33 0.31 ACRES 13603 SQ FT LOT 32 0.23 ACRES 10222 SQ FT LOT 29 0.32 ACRES 13820 SQ FT LOT 30 0.23 ACRES 10120 SQ FT S 0 ° 4 5 ' 1 3 " W 2 2 1 . 0 6 ' N 89°14'47" W 60.14' N 49 ° 3 0 ' 4 1 " E 1 2 0 . 0 0 ' C6 L6 L4 L3 S 45 ° 4 7 ' 4 1 " E 9 9 . 8 7 ' S 49 ° 3 0 ' 4 1 " W 1 0 8 . 3 5 ' N 4 0 ° 2 9 ' 1 9 " W 9 6 . 0 0 ' L7 C7 S 49 ° 3 0 ' 4 1 " W 1 1 7 . 3 5 ' L14 C10 C15 S 49 ° 3 0 ' 4 1 " W 1 2 0 . 3 0 ' C16 S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L24 C17 S 40°29'19" E 75.72' S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L23 S 40°29'19" E 75.72' S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L22 S 40°29'19" E 75.72' S 49 ° 3 0 ' 4 1 " W 1 2 0 . 0 0 ' L21 S 4 0 ° 2 9 ' 1 9 " E 9 7 . 1 6 ' S 66°4 9 ' 4 9 " W 1 4 5 . 7 8 ' C19 L20 N 49°30'41" E 10.00' S 40°29'19" E 38.89' S 0°07'56" E 80.20' S 89°52'04" W 153.35' C20 N 64°0 8 ' 1 9 " W 1 3 3 . 4 4 ' C21 S 0°07'56" E 67.74' S 49°30'41" W 65.84'N 4 0 ° 2 9 ' 1 9 " W 1 1 5 . 0 0 ' L19 C22 S 49 ° 3 0 ' 4 1 " W 1 1 0 . 3 6 ' S 49°30'41" W 53.00' S 49°30'41" W 24.00' N 4 0 ° 2 9 ' 1 9 " W 1 1 5 . 0 0 ' L17 L18 N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L25 C23 L16 N 4 0 ° 2 9 ' 1 9 " W 1 2 9 . 9 9 ' N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L26 N 4 0 ° 2 9 ' 1 9 " W 8 8 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 1 5 . 0 0 ' L27 N 4 0 ° 2 9 ' 1 9 " W 8 8 . 0 0 ' C18 L28 L12 L13 C8 L15 N 4 0 ° 2 9 ' 1 9 " W 9 6 . 0 0 ' L11 L10 L9N 40°29'19" W 5.42' L8 S 0°07'56" E 42.34' L41 L43 L42 © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 R 24X.136846 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 5 R FEETSCALE 0 35 70 HORZ. NW CORNER SE1/4 SE1/4 SEC. 20, T84N, R24W FOUND 1/2" REBAR WITH YELLOW PLAST CAP #6586 10' P . U . E . 5' P . U . E . ERI C K S O N A V E CAR T E R A V E POL O A V E 10' P.U.E . 5' P.U.E. 331 OUTLOT 'ZZ' 1ST ADDITION RO W 1S T A D D I T I O N OUTLOT 'YY' 2ND ADDITION OUTLOT 'A' 2ND ADDITION LOT 11 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LO T 7 LO T 8 LO T 6 ROW LOT 9 LOT 10 LO T 1 3 OU T L O T B OUTLOT C LOT 12 LO T 1 5 LO T 1 4 OUTLOT 'G' 3.96 ACRES 172327 SQ FT LOT 20 3RD ADDITION LOT 19 LOT 10 3RD ADDITION LOT 11 3RD ADDITION LOT 23 LOT 24 LOT 22 LOT 21 ROW OUTLOT 'UU' 7.85 ACRES 341840 SQ FT L=292.67' R=827.50' Δ=20°15'51" CH=291.15' CB=N13°01'54"E S 89°46'17" E 174.50' S 0°15'37" W 20.00' S 0°15'37" W 106.85' S 3 9 ° 0 3 ' 2 6 " E 4 4 7 . 9 6 ' S 0 ° 4 5 ' 1 3 " W 2 2 1 . 0 6 ' N 89°14'47" W 60.14' L=297.46' R=772.50' Δ=22°03'44" CH=295.62' CB=S11°17'30"W L=38.12' R=827.50' Δ=2°38'21" CH=38.11' CB=N1°34'48"E L3 0 L31 L3 2 L33 N 0°15'37" E 105.00' L34 L35 L36 L37 N 89°01'58" E 55.01' S 89°44'23" E 110.00' S 0°15'37" W 114.18' S 89°44'23" E 19.07' N 0°09'25" W 120.31' S 89°42'28" E 546.05' N 0 ° 0 9 ' 3 0 " W 2 7 4 . 6 6 ' S 89°42'18" E 55.00' S 0 ° 0 9 ' 3 0 " E 7 0 7 . 9 0 ' L=152.20' R=1027.50' Δ=8°29'1 4 " CH=152.0 6' CB=S4°05'07"W S 8 ° 1 9 ' 4 4 " W 3 1 0 . 8 5 ' L=88.91' R=672.50' Δ=7°34'31" CH=88.85' CB=S4°32'28"W S 0°45'13" W 2.10' N 89°14'47" W 55.00'N 0°45'13" E 2.10' L=96.19' R=727.50' Δ=7°34'31" CH=96.12' CB=N4°32'28"E N 8 ° 1 9 ' 4 4 " E 3 1 0 . 8 5 ' L=144.06' R=972.50' Δ=8°29'1 4" CH=143.92' CB=N4°05'07"E N 0°09'30" W 138.66' N 89°44'23" W 391.10' S 79°39'56" W 52.90' N 89°46'17" W 319.78' S 89°44'23" E 55.00' 3R D A D D I T I O N 2ND A D D I T I O N L29 © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 R 24X.136846 FINAL PLAT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 6 R FEETSCALE 0 75 150 HORZ. SEE P A G E S 3 - 5 NW CORNER SE1/4 SE1/4 SEC. 20, T84N, R24W FOUND 1/2" REBAR WITH YELLOW PLAST CAP #6586 ERICKSON LN ER I C K S O N A V E CAR T E R A V E PO L O A V E GE O R G E W A S H I N G T O N C A R V E R A V E N U E COLUMBUS DR EV E R E S T A V E SE CORNER NE1/4 SE1/4 SEC. 20, T84N, R24W FOUND MAG NAIL S89°14'47"E, 1310.47' (SECTION CORNER TO SECTION CORNER) NW CORNER OUTLOT 'YY' 2ND ADDITION NE CORNER OUTLOT 'YY' 2ND ADDITION 332 LOT 9 LOT 10 3RD ADDITION LOT 11 3RD ADDITION LOT 2 0.76 ACRES 33000 SQ FT LOT 1 0.76 ACRES 33000 SQ FT 0.73 ACRES 31724 SQ FT LOT 3 0.76 ACRES 33000 SQ FT LOT 12 0.25 ACRES 10800 SQ FT LOT 14 0.28 ACRES 12282 SQ FT LOT 13 0.25 ACRES 10800 SQ FT N 79°12'22" W 49.96' S 00°12'03" E 51.10' N 40°29'19" W 45.14' N 0 0 ° 1 2 ' 0 3 " W 7 1 . 9 2 ' N 49°30'41" E 64.30' S 47 ° 2 5 ' 1 7 " E 1 0 0 . 7 4 ' N 70°35'03" W 48.27' N 47°25'17" W 58.66' S 49 ° 3 0 ' 4 1 " W 1 2 2 . 9 6 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' N 4 0 ° 2 9 ' 1 9 " W 1 0 0 . 0 0 ' N 49 ° 3 0 ' 4 1 " E 1 5 4 . 2 5 ' S 70°35 ' 0 3 " E 8 1 . 1 1 ' N 49 ° 3 0 ' 4 1 " E 1 3 1 . 0 7 ' N 1 4 ° 1 7 ' 5 8 " W 1 1 1 . 4 4 ' S 49 ° 3 0 ' 4 1 " W 1 8 0 . 2 6 ' S 4 0 ° 2 9 ' 1 9 " E 1 0 0 . 0 0 ' S 14°17'58" E 33.23' © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 24X.136846 FINAL PLAT - GREENWAY PROTECTION EASEMENT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 7 R R FEETSCALE 0 25 50 HORZ. POINT OF BEGINNING LOT 1 GREENWAY PROTECTION EASEMENT POINT OF BEGINNING LOT 2 GREENWAY PROTECTION EASEMENT POINT OF BEGINNING LOT 3 GREENWAY PROTECTION EASEMENT POINT OF BEGINNING LOT 4 GREENWAY PROTECTION EASEMENT POINT OF BEGINNING LOT 5 GREENWAY PROTECTION EASEMENT 5' P.U.E. 10' P . U . E . CAR T E R A V E 333 LOT 9 LOT 10 3RD ADDITION LOT 11 3RD ADDITION LOT 2 0.76 ACRES 33000 SQ FT LOT 1 0.76 ACRES 33000 SQ FT 0.73 ACRES 31724 SQ FT LOT 3 0.76 ACRES 33000 SQ FT LOT 12 0.25 ACRES 10800 SQ FT LOT 14 0.28 ACRES 12282 SQ FT LOT 13 0.25 ACRES 10800 SQ FT S 49 ° 3 0 ' 4 1 " W 1 3 5 . 8 2 ' N 74°01'11" W 43.86' N 58°31'16" W 66.72' S 47°25'17" E 58.66' S 70°35'03" E 48.27' N 49 ° 3 0 ' 4 1 " E 6 4 . 3 0 ' N 29°20'01" W 17.90' S 60°39'59" W 24.00' S 08°26'40" E 26.20' N 49 ° 3 0 ' 4 1 " E 1 2 2 . 9 6 ' N 47 ° 2 5 ' 1 7 " W 1 0 0 . 7 4 ' N 49°30'41" E 33.98' S 37°57'02" E 50.73' S 48°17'33" E 49.78' S 49°30'41" W 26.34' S 49 ° 3 0 ' 4 1 " W 1 0 3 . 9 5 ' N 14°17'58" W 33.23' N 70°35 ' 0 3 " W 8 1 . 1 1 ' N 49°30'41" E 39.93' S 72°38'41" E 25.34' S 57°08'35" E 33.62' S 59°58'01" E 25.38' S 41°14'13" E 22.41' S 49 ° 3 0 ' 4 1 " W 1 6 0 . 2 1 ' N 0 7 ° 2 6 ' 3 0 " W 8 8 . 0 5 ' N 23°00'03" W 27.47' S 49°30'41" W 45.80' S 1 4 ° 1 7 ' 5 8 " E 1 1 1 . 4 4 ' N 49°30'41" E 38.71' © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 24X.136846 FINAL PLAT - STORM WATER FLOWAGE EASEMENT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 8 R R FEETSCALE 0 25 50 HORZ. POINT OF COMMENCEMENT LOT 1 STORM WATER FLOWAGE EASEMENT POINT OF COMMENCEMENT LOT 2 STORM WATER FLOWAGE EASEMENT POINT OF COMMENCEMENT LOT 3 STORM WATER FLOWAGE EASEMENT POINT OF COMMENCEMENT LOT 4 STORM WATER FLOWAGE EASEMENT POINT OF COMMENCEMENT LOT 5 STORM WATER FLOWAGE EASEMENT POINT OF BEGINNING LOT 5 STORM WATER FLOWAGE EASEMENT POINT OF BEGINNING LOT 4 STORM WATER FLOWAGE EASEMENT POINT OF BEGINNING LOT 3 STORM WATER FLOWAGE EASEMENT POINT OF BEGINNING LOT 2 STORM WATER FLOWAGE EASEMENT POINT OF BEGINNING LOT 1 STORM WATER FLOWAGE EASEMENT 5' P.U.E. 10' P . U . E . CAR T E R A V E 334 LOT 9 LOT 10 3RD ADDITION LOT 11 3RD ADDITION LOT 2 0.76 ACRES 33000 SQ FT LOT 1 0.76 ACRES 33000 SQ FT 0.73 ACRES 31724 SQ FT LOT 3 0.76 ACRES 33000 SQ FT LOT 12 0.25 ACRES 10800 SQ FT LOT 14 0.28 ACRES 12282 SQ FT LOT 13 0.25 ACRES 10800 SQ FT S 49 ° 3 0 ' 4 1 " W 1 4 9 . 3 3 ' N 68°35'18" W 14.41' N 21°24'42" E 15.00' S 49 ° 3 0 ' 4 1 " W 1 1 4 . 5 7 ' N 15°57'22" W 20.68'N 68°3 5 ' 1 8 " W 9 2 . 0 3 ' S 49°30'41" W 17.00' S 68°3 5 ' 1 8 " E 9 2 . 6 2 ' S 15°57'22" E 20.11' S 49 ° 3 0 ' 4 1 " W 1 6 0 . 2 1 ' S 49°30'41" W 16.49' N 1 5 ° 5 7 ' 2 2 " W 1 0 9 . 9 2 ' N 49°30'41" E 16.49' S 1 5 ° 5 7 ' 2 2 " E 1 0 9 . 9 2 ' S 68°35'18" E 22.42' © Bo l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d H:\FRIEREIA_PR\24X136846000\CAD\C3D\FIGR - 136846 - FINAL PLAT.DWG 7/29/2025 11:40 AM JOB NUMBER: 1519 BALTIMORE DRIVE AMES, IA 50010 (515) 233-6100 24X.136846 FINAL PLAT - STORM SEWER EASEMENT THE BLUFFS AT DANKBAR FARMS, 4TH ADDITION, CITY OF AMES, STORY COUNTY, IOWA SHEET OF 9 9 R R FEETSCALE 0 25 50 HORZ. POINT OF COMMENCEMENT LOT 1 STORM SEWER EASEMENT POINT OF COMMENCEMENT LOT 2 STORM SEWER EASEMENT POINT OF COMMENCEMENT LOT 3 STORM SEWER EASEMENT POINT OF COMMENCEMENT LOT 1 STORM SEWER EASEMENT POINT OF COMMENCEMENT LOT 2 STORM SEWER EASEMENT POINT OF COMMENCEMENT LOT 3 STORM SEWER EASEMENT 5' P.U.E. 10' P . U . E . CAR T E R A V E 335 12 6 11 8 11 1 11 2 11 7 14 5 14 9 14 6 11 0 13 6 14 7 15 0 14 4 13 1 13 5 13 4 13 3 13 2 12 8 13 0 12 9 12 7 12 5 12 4 12 3 12 2 12 1 12 0 14 3 11 9 11 3 11 4 11 5 11 6 109 108 107 106 105 151 141 142 139 140 137 138 103 104 102 101 148 41 30 40 26 27 28 52 36 7 8 9 10 11 12 13 14 15 16 20 18 21 22 23 24 32 35 42 39 31 33 37 38 6 5 4 2 3 55 53 34 49 51 50 47 48 29 44 17 25 46 45 43 19 1 54 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ F R I E R E I A _ P R \ 0 A 1 1 2 6 8 3 3 \ C A D \ C 3 D \ P R D S h e e t s \ 1 2 6 8 3 3 C 2 0 1 . d w g 9/ 5 / 2 0 2 4 9 : 2 5 : 3 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV FRIEDRICH LAND DEVELOPMENT LLC THE BLUFFS AT DANKBAR FARMS TLB TWA GAB 0A1.126833 1519 BALTIMORE DRIVE AMES, IOWA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR C2.01 PHASINGFEETSCALE 0 150 300 HORZ. R PHASE 1 PHASE 2 PHASE 3A PHASE 4 DOMANI II PHASING (LOTS 101-151) PHASE 5 PHASE 6 PHASE 3B PHASE 1 PHASE 2 PHASE 3 PHASE 4 RESIDENTIAL PHASING (LOTS 1-55) PHASE 5 PHASE 6 PHASE 7 PHASING NOTES: -DOMANI II RESIDENTIAL PHASES MAY BE COMPLETED AT THE SAME TIME. -FSRM DEVELOPMENT MAY BE COMPLETED AT ANYTIME REGARDLESS OF DOMANI II OR RESIDENTIAL PHASING. 336 12 6 11 8 11 1 11 2 11 7 14 5 14 9 14 6 11 0 13 6 14 7 15 0 14 4 13 1 13 5 13 4 13 3 13 2 12 8 13 0 12 9 12 7 12 5 12 4 12 3 12 2 12 1 12 0 14 3 11 9 11 3 11 4 11 5 11 6 109 108 107 106 105 151 141 142 139 140 137 138 103 104 102 101 148 41 30 40 26 27 28 52 36 7 8 9 10 11 12 13 14 15 16 20 18 21 22 23 24 32 35 42 39 31 33 37 38 6 5 4 2 3 55 53 34 49 51 50 47 48 29 44 17 25 46 45 43 19 1 54 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ F R I E R E I A _ P R \ 0 A 1 1 2 6 8 3 3 \ C A D \ C 3 D \ P R D S h e e t s \ 1 2 6 8 3 3 C 2 0 1 . d w g 9/ 5 / 2 0 2 4 9 : 2 5 : 3 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV FRIEDRICH LAND DEVELOPMENT LLC THE BLUFFS AT DANKBAR FARMS TLB TWA GAB 0A1.126833 1519 BALTIMORE DRIVE AMES, IOWA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR C2.01 PHASINGFEETSCALE 0 150 300 HORZ. R PHASE 1 PHASE 2 PHASE 3A PHASE 4 DOMANI II PHASING (LOTS 101-151) PHASE 5 PHASE 6 PHASE 3B PHASE 1 PHASE 2 PHASE 3 PHASE 4 RESIDENTIAL PHASING (LOTS 1-55) PHASE 5 PHASE 6 PHASE 7 PHASING NOTES: -DOMANI II RESIDENTIAL PHASES MAY BE COMPLETED AT THE SAME TIME. -FSRM DEVELOPMENT MAY BE COMPLETED AT ANYTIME REGARDLESS OF DOMANI II OR RESIDENTIAL PHASING. 337 Attachment D Adopted laws and policies applicable to this case file include, but are not limited to, the following: Ames Municipal Code Section 23.302 338 ITEM #:35 DATE:08-12-25 DEPT:CMO SUBJECT:FY 2026/27 CITY ANALYSIS OF SOCIAL SERVICES EVALUATION TEAM PRIORITIES COUNCIL ACTION FORM BACKGROUND: The Analysis of Social Services Evaluation Team (ASSET) funding process for FY 2026/27 will begin in August 2025. As part of the ASSET process, each of the four ASSET Funders (City of Ames, Story County, United Way of Story County and Iowa State University Student Government) establishes a list of their human services funding priorities for the subsequent funding cycle. The priorities amongst Funders may overlap but may also differ. These funder priorities serve as an important guiding document for ASSET volunteers as they develop recommendations for allocating each funder's allocation for the next fiscal year. The City priorities approved for FY 2025/26 are as follows: Categories 1, 2, and 3 are in priority order, as are the lettered services in each category. An emphasis is placed on low to moderate income individuals and families in all categories and services. 1. Meet mental health and substance use disorder needs through: A. Community-based and outpatient mental health services B. Outpatient emergency access and crisis intervention services C. Awareness and education about suicide prevention and services D. Substance use prevention and treatment availability 2. Meet basic needs through: A. Sheltering, including emergency shelter (length of stay in emergency shelter is dependent upon the population group being served) B. Housing cost offset programs including utility assistance C. Food cost offset programs to assist in providing nutritious perishables and staples D. Quality childcare cost offset programs, including daycare and State of Iowa licensed in-home facilities E. Medical and dental services F. Financial literacy and education programs G. Transportation cost offset programs H. Legal assistance I. Disaster response 3. Provide youth development services and activities through A. Skill development and enhancement B. Summer enrichment/prevention of loss of learning 339 Typically, in June, the City Council and other funders revisit their priorities and update them as needed for the following funding year. This year, however, ASSET funder staff recommended additional conversations amongst all the funding agencies to see if it was possible to develop some joint priority areas. The purpose of these additional conversations is to further explore where there is alignment across all four founders regarding their priorities to try to maximize coordination and service impact. ASSET Funder staff was not recommending establishing only one shared set of priorities. Rather, staff was proposing a set of shared priorities, where each funder may choose to identify other priorities as it chooses. There were three Joint Funders Meeting held between May and July 30, 2025. After those meetings, there was no consensus amongst the Funder Boards to establish a set of joint priorities However, there was interest in establishing a small sub-group to work towards identify ASSET goals and priorities for FY 2026/27 and beyond and move to an outcomes-based framework. ASSET Funder Staff will begin assembling a small workgroup in September. In the interim, the City still needs to establish its priorities for FY 2026/27 ASSET cycle. Staff has included for the Council's review an attachment reflecting no changes compared to the FY 2025/26 priorities (Attachment B) and an attachment that contains slight modifications from the FY 2025/26 priorities (Attachment A). Attachment A changes the following: 1) It eliminates "disaster response" since less than 2% of City funds went towards this service, 2) Homelessness Prevention and Housing Stability is a separate category since this has been a significant community need, and 3) The descriptions under each category have been simplified so readers, volunteers, and staff can understand what services may fall under each description. The previous language was sometimes confusing for volunteers to understand if certain services fit under the category - this version attempts to clarify the confusion by simplifying the terms used. It should also be noted that the terminology used also mirrors what United Way of Story County has also used. For the Council's reference, a third attachment contains the prospective joint priorities that were discussed amongst ASSET Funders in summer 2025 (Attachment 3). However, these joint priorities were not agreed to by the funders. ALTERNATIVES: 1. Approve a modified version of the FY 2025/26 priorities as the FY 2026/27 priorities (Attachment A). 2. Approve the City's ASSET priorities from FY 2025/26 as the FY 2026/27 priorities with no changes (Attachment B). 3. Refer this item to staff or the ASSET volunteers for further information. 340 CITY MANAGER'S RECOMMENDED ACTION: Establishing the ASSET priorities is typically completed by July 30 of each year; however, this year the request has been delayed due to spending time with other Funder Boards trying to reach a joint funders priorities list. Since that effort to establish joint priorities was not successful, each funder must now approve its own priorities, which has been the practice in the past. The ASSET Board Funders have expressed a desire to establish a workgroup to revisit joint priorities and goals of ASSET for future years; this work will commence in September. In the interim, the changes in Attachment A simplify the language used to describe services and removes disaster services, which has not been a significantly funded effort using ASSET funding. It is therefore the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): Attachment A: Modified Goals Proposed FY 25-26.docx Attachment B: No Changes from FY 25-26.docx Attachment C: Joint Funders Priorities - DRAFT.docx 341 PROPOSED DRAFT PRIORITIES OPTION 1 Priorities for FY 2026-2027 Categories 1-5 are in priority order as are the lettered services in each category. An emphasis is placed on low to moderate income individuals and families in all categories and services. 1. Basic Needs a. Short-term rent and utility assistance b. Food insecurity and meal gap reduction c. Reliable transportation access d. Legal support e. Medical and dental services 2. Homelessness Prevention and Housing Stability a. Transitional and supportive housing b. Housing navigation services 3. Mental Health and Meaningful Connections a. Mental health and substance use treatment access b. Social isolation reduction opportunities c. Crisis intervention and victim advocacy 4. Quality, Affordable Childcare a. Sliding fee scale options for childcare 5. Out of School Learning Opportunities a. Academic skill development and youth engagement b. Participation barrier reduction through financial and transportation support c. Summer and after-school academic programming 342 PROPOSED DRAFT PRIORITIES OPTION 2 – NO CHANGES FROM FY 2025/26 Priorities for FY 2026-27 Categories 1, 2, and 3 are in priority order as are the lettered services in each category. An emphasis is placed on low to moderate income individuals and families in all categories and services. #1 Meet mental health and substance use disorder needs through A. Community-based and outpatient mental health services B. Outpatient emergency access and crisis intervention services C. Awareness and education about suicide prevention and services D. Substance use prevention and treatment availability #2 Meet basic needs through A. Sheltering, including emergency shelter (length of stay in emergency shelter is dependent upon the population group being served) B. Housing cost offset programs including utility assistance C. Food cost offset programs to assist in providing nutritious perishables and staples D. Quality childcare cost offset programs, including daycare and State of Iowa licensed in-home facilities E. Medical and dental services F. Financial literacy and education programs G. Transportation cost offset programs H. Legal assistance I. Disaster response #3 Provide youth development services and activities through A. Skill development and enhancement B. Summer enrichment/prevention of loss of learning 343 2025 Joint Funders Priorities **Below is what was discussed by ASSET Joint Funder Boards in May-July 2025. This list was not agreed upon amongst all funders.** Priority Area 1. ESSENTIAL BASIC HUMAN NEEDS a. Emergency Shelter b. Housing Assistance – Transitional Living, Rapid Rehousing, Rent & Utility Assistance c. Food and Food Assistance d. Access to Community Resources for other basic needs (clothing, transportation, child care) e. Behavioral Health, Suicide Prevention, and Crisis Intervention f. Substance Use Treatment Services g. Health services 2. FINANCIAL STABILITY AND EMPOWERMENT Workforce and Job Training 3. EDUCATION AND YOUTH DEVELOPMENT a. Early Childhood Education b. Skill Development 344 ITEM #:36 DEPT:PW August 12, 2025 Staff Report STAFF REPORT ON RESIDENTIAL CURBSIDE RECYCLING BACKGROUND: On June 24, 2025, City Council received a staff report detailing conceptual design and financial modeling for a Resource Recovery and Recycling Campus (R3C). The R3C represents a new approach for the disposal of municipal solid waste (MSW) and is intended to receive solid waste, recyclables, and yard waste. The facility will become operational in 2027. The DNR charges landfills a fee on a per-ton basis for the disposal of MSW. The fee varies based upon the amount of waste that is diverted away from the landfill. The more landfill diversion occurs, the lower the per-ton fee. Under the terms of Ames' new agreement with the Carroll County Solid Waste Management Commission, Ames will pay its fees directly to the DNR, based on the amount disposed of at the landfill. Historically, Ames has accomplished significant landfill diversion through the waste-to-energy process and recycling that occurs at the Resource Recovery Plant. As the City moves away from waste-to-energy, the waste diversion obligations of the City must be met through different efforts. Under the City’s new approach to waste disposal, it is anticipated that curbside residential recycling will need to be implemented. Because of the varied needs of commercial and industrial customers, recycling efforts for these customers would not be addressed with this program. These customers would be able to contract privately for recycling collection, or could arrange to deliver their recyclable materials to the R3C. Staff is not seeking direction from the City Council at this time. The purpose of this report, rather, is to introduce the issues related to curbside recycling and prepare the Council for further discussion and decision-making that will occur at a later date. If the Council identifies questions that it wishes staff to research, further information can be brought back to the City Council at that time. The primary method of public engagement regarding this topic has been the City's annual resident satisfaction survey. The 2023 survey results suggest support for recycling, with over 80% indicating support for some type of recycling (Table 1). Over 80% also indicated they would sort glass, metal, and plastic from their garbage (Table 2). These questions were not included in the 2024 survey. However, in 2024, 70% of respondents selected “Waste-to- energy improvements/reducing waste emissions" as a top three climate action step, more than any other climate action step listed. 345 Table 1. Preferred method of disposing of sorted waste items Method 2022 2023 No-charge centralized drop-off 30.5%26.2% Curbside collection for a fee 23.0%23.1% Would participate in either one 30.7%30.8% Not interested 11.0%14.3% Other 4.8%5.7% Table 2. Respondents' preferences for sorting waste types from their garbage Waste Type 2022 2023 Glass 54.9%87.2% Metal 64.0%80.3% Plastic 64.8%80.0% Organics 38.4%48.8% As part of the planning for the R3C, staff anticipates providing free drop-off for separated recyclable materials. This service builds on the success and popularity of the drop-off area created at the Resource Recovery Plant. Commingled recyclables would be accepted at the R3C for a fee. Curbside Recycling Program Staff has researched community best practices around recycling program design. Additional information about existing curbside recycling programs in Iowa, including pricing, is attached in Appendix A. The following topics are brought to the City Council for initial discussion and feedback concerning curbside recycling. 1. Level of Access* 2. Provider* 3. Implementation Timeline 4. Container Ownership* 5. Frequency of Service* 6. Contractor Compensation 7. Multifamily Housing (MFH) 8. Story County and Partner Communities 9. Performance Incentives 10. Education and Outreach The topics above that include an asterisk are those which are accompanied by an initial staff recommendation and which ultimately will require Council direction at a later date. The remaining issues are more informational in nature. 346 1. Level of access Recycling participation rates vary significantly depending on the level of access, community education and outreach efforts, and cultural factors. Nationwide averages are presented below, based on data from studies conducted by the Recycling Partnership and the Sustainable Packaging Coalition. The studies state that 75% of Iowans currently have access to recycling, 44% through curbside and 31% through drop-off only. The figures below should be used as rough, order-of-magnitude estimates and not exact projections. Level of Access Description Estimated Participation Rate (households) Estimated Diversion Rate (waste tonnage) a) Curbside universal access, cart included All eligible residents are charged for the service and receive a recycling cart. This would result in the highest diversion and participation rates. However, this model presents the highest risk of contamination due to the likelihood of some trash being placed in the carts. 75%30%+ b) Curbside universal access, opt-in cart All eligible residents are charged for the service but must opt in to receive a cart. This model would reduce contamination risks but also reduce participation and diversion rates. While many residents would opt in to receive a cart, many residents would pay for a service they are not using. This model also adds complexity in coordinating cart delivery only to those who opt in. 30% - 40%~10% c) Curbside opt-in Only residents who opt in will be charged for the service and receive a cart. This would further lower participation and waste diversion tonnage, but only charge residents who sign up for the service. Fees would increase relative to options a and b, as costs would be spread among a smaller rate base. 20% - 30%~5% d) Drop-off site(s) only Currently in place. Offering and managing collection from drop-off locations would be the only direct involvement from the City in recycling. 10%< 5% With ongoing education and outreach, along with consistent program offerings, long-term diversion rates can be much higher. For example, ISU has achieved a landfill diversion rate of 74% and with a goal of achieving 85% by the end of fiscal year 2025. 347 Staff Recommendation: To achieve meaningful diversion of material from the landfill, staff believes that drop-off only recycling (Option D) must be supplemented by a broader recycling effort. Curbside recycling could achieve this. A voluntary-only curbside collection program (Option C) is not expected to have a significant impact on the diversion of materials. Therefore, staff believes that Option A (universal access with all households provided a cart) or Option B (universal access, but opt-in to cart delivery) are the best approaches to achieve the community’s diversion goals. In either Option A or B, the charge to the customer will be the same. Requiring each household to have a cart regardless of whether they wish to use it (Option A) may increase the likelihood of contamination. Increased contamination can reduce revenues received for the recyclable commodities. Therefore, Option B, where customers must call to request a cart, may be a better approach. 2. Provider For curbside residential collection, there are two alternatives for how a provider will deliver the service: 1. Require existing haulers to offer curbside recycling as a service . There are seven existing licensed haulers of MSW in Ames. Two of the haulers currently offer residential curbside recycling. This approach requires less involvement from the City to establish and manage the services, instead relying on the private market to handle recycling. However, this approach would result in a higher volume of truck traffic, varying services, and little ability for the City to track diversion rates. It may also result in pushback from those haulers who do not have the resources to offer curbside recycling service. Additionally, because recycling is not regulated in the same manner as solid waste, haulers may choose not to utilize the R3C and directly haul recyclables to the Des Moines area material recovery facilities. This could make it difficult for staff to accurately measure the community's waste diversion efforts, and may result in residents experiencing different rules for disposal depending on which hauler (and disposal facility) ultimately handles their recycling. 2. City-wide contract with one provider . This approach would involve the City assuming responsibility for coordinating curbside recycling. Residents would be charged a fee on their Ames utilities bill. Only one contractor would provide service, minimizing truck traffic and offering city-wide consistency. However, this approach would also eliminate the ability to choose a service provider. In this approach, fees per household for this service would likely be lower compared to private contracting due to efficiencies gained by the scale of the program. This approach also enables consistent education and messaging, coordinated by the City in partnership with the selected contractor. A contract would require timely reporting and provide full transparency into diversion and participation. The City would also require that all recyclables be hauled to the R3C, ensuring full utilization of the facility. Contractor services would not include any processing or final disposal of recyclables. 348 City staff would direct the contractor to deliver the material to the R3C (or other facility as appropriate) and the fees for disposal would be paid by the City and charged back to residents through the monthly billing charge. Contractor services would include: Curbside collection and hauling of commingled recycling, including the following materials. Materials are specified based on marketability. Cans Cardboard Plastics (1s and 2s) Mixed paper Glass An education and engagement partner that will work to maximize diversion rates. Staff Recommendation: Staff recommends that proposals be solicited for a City-wide contract with a single provider. This approach should result in lower fees, consistent service and education messaging, minimizing truck traffic, diversion reporting, and control over drop-off location. Assuming the City Council pursues a City-wide contract, the following additional topics are presented for consideration: 3. Implementation Timeline A 9-12 month lead time is anticipated from the time a Request for Proposal (RFP) is issued until the start of service. The R3C is expected to be operational in mid-2027. If curbside recycling were implemented in 2026, prior to the R3C opening, recycling would need to be directly hauled to a facility in Des Moines. This would result in higher program costs that would decrease when the R3C opens. Depending on the length of the contract, increased up-front costs could be spread across the life of the contract. Depending on the amount of diversion achieved in the short term, the potential exists for significant savings to the Electric Utility if the amount of refuse-derived fuel generated can be reduced to an amount that can be burned exclusively in Unit 7 before the opening of the R3C in 2027. 4. Container Ownership Three models of container ownership were identified to procure, finance, and maintain the approximately 18,000 carts that would be needed for community-wide curbside recycling: 1. Contractor-owned: The contractor would deliver and retain ownership of all containers. This approach results in the lowest costs to launch the service, as the cost of carts would not need to be financed by the customer charges. If the City switched contractors in the future, significant costs and disruptions to service could occur during the transition as carts are swapped with those of the new contractor. Additionally, with assets in place, the existing contractor would also hold an advantage in subsequent bids. 2. City-owned: The City would independently procure bins and deploy them for the contractor to service. The cost of the carts would be financed through debt service or a similar mechanism, costing approximately $1,000,000 in capital. Fees would need to be 349 calculated to repay the City for the investment in carts. 3. City-owned, amortized: The contractor would furnish City-branded containers, which are amortized over five years; after this period, the City assumes ownership. Delivery, maintenance, and repair services are carried out by the contractor. This would result in approximately $1 added cost per month, per household, for five years. Containers are expected to last 15-20 years. If the City engaged a new contractor in the future, the carts would remain deployed and be serviced by the new contractor, making the potential transition to a new contractor quicker and less disruptive. Staff Recommendation: The City-owned, amortized model is recommended, as it results in the benefits of asset ownership, including operational control and long-term consistency, while mitigating up-front costs by spreading them over five years and recovering the investment through rates. It also addresses maintenance concerns by assigning cart maintenance responsibilities to the contractor. In the event that the City changes to a different contractor in the future, no additional lead time would be necessary to procure carts. Additionally, the carts could be “City-branded” and could include Ames-specific stickers describing what should and should not be placed in them. 5. Frequency of service Curbside recycling programs typically operate weekly or every other week service 1. Every other week service is more common because communities have experienced higher program efficiency through fuller bins and fewer trips. According to the EPA, collection costs for every-other-week service are 20%-40% lower than weekly collection. Many communities that have transitioned from weekly to every other week schedules have not seen significant decreases in participation or diversion rates. Larger carts (e.g., 96-gallon) would be necessary to accommodate the longer time between pickups. 2. Weekly service could result in slightly higher diversion rates but would also mean higher operational costs and increased truck traffic. Staff Recommendation: Every other week service would meet the community's need for recycling while keeping fees lower compared to weekly service. 6. Contractor compensation The total costs to administer a recycling program consist of: 1. Collection and transportation (hauler compensation) 2. Disposal costs (tipping fees) 3. Equipment (carts) 4. Administrative costs (billing, marketing, etc.) 350 The hauler's compensation for collection and transportation is based on the prices bid per household or per ton collected. The City would pay the hauler for these costs, and would collect a fee from residents that covers the total of the hauler's compensation, disposal costs, the amortized cost of the cart, and the City's administrative costs. Through this approach, the City maintains more flexibility to adjust rates independent of contractor costs (to establish a fund balance, to reduce pricing fluctuations that occur in the recycling commodities markets or fuel market, or to manage related recycling efforts). 7. Multifamily Housing (MFH) Most communities with single-family home curbside recycling include properties with up to four units in the program. This would account for approximately 17,500 units in Ames. However, 40% (an additional ~11,500) of housing units in Ames are in properties with five or more units and would not receive initial access to curbside recycling. Large MFH presents unique challenges for recycling, including container size and locations, space availability, contamination, and zoning ordinance issues. Rather than adopting blanket recycling requirements for this type of housing, staff recommends a MFH pilot project, where the City would partner with interested properties to pilot recycling. Resource Recovery or Sustainability funds could be used to share the capital costs to establish recycling facilities at MFH properties. Through the pilot project, the City and property owners will gain a better understanding of the obstacles and best practices surrounding MFH recycling. At least six Iowa communities require multi-family properties to offer recycling by ordinance. The City Council could consider such a policy after initially developing the local MFH recycling market through these strategies. 8. Story County and Partner Communities Since the Resource Recovery System provided a landfill diversion process for the other partnering communities in the area, these communities, like Ames, will need to adopt new methods to divert meaningful quantities of material from the landfill. If the City Council is supportive of proceeding with an RFP for a provider to offer curbside recycling collection services, staff recommends including a request for optional pricing of services for Story County and the partnering communities in the County. This would enable communities and unincorporated Story County to participate in the same program at established costs with Ames’ selected contractor, eliminating the need for each partnering community to issue its own RFP. An alternative approach may be for the partner communities to collect curbside recyclables by themselves, or to implement drop-off trailers that could collect recyclables and be hauled to a facility periodically for emptying. Regardless of the option selected, any agency that signs on for the City of Ames to dispose of its MSW will be required to implement waste diversion practices in the form of recycling. 351 9. Performance Incentives Incentives and/or penalties are important contracting tools for maintaining quality control in a multi-year contract. They could be structured as payments or payment reductions, liquidated damages, additional education/outreach programs at no cost, or contract renewals/extensions. Criteria that could be used to establish incentives and/or penalties include: contractor's response to complaints, missed pickups, customer satisfaction, accurate and timely reporting, diversion or contamination rates, or tonnage. Additionally, methods to reduce contamination include installation of smart cameras for automatic contamination detection and contractor employee training and incentives for waste diversion and contamination reduction best practices. 10. Education and Outreach Education and outreach efforts are the most effective tools for increasing participation and diversion rates, as well as reducing contamination, especially in a City with high resident turnover. The selected contractor will be an important partner in these efforts, and certain education and outreach responsibilities should be clearly outlined in the request for proposals. Various industry strategies are listed below. 1. Education packages delivered with the recycling cart (magnet, booklet, etc.). 2. Signage included directly on the cart lid or side wall. 3. Contractor participation in community outreach events or initiatives. STAFF COMMENTS: City staff intends to present these initial concepts for the City Council to consider on August 12. No action will be requested from the Council at that meeting. Instead, this discussion is an opportunity to identify any concerns or questions the Council may have about the implementation of a residential recycling program. Staff will return to the City Council at a subsequent meeting to follow-up with further information if necessary and to obtain the City Council's direction regarding how to proceed. ATTACHMENT(S): Appendix A.pdf Residential Recycling.pptx 352 Appendix A: Trash and Recycling Fees in Iowa *Ames & Ankeny: Free market for trash, pricing varies. Ames is also free market for recycling, the rate provided is an average of the two haulers who offer recycling. **Cedar Falls: Free market for recycling, $20 is the rate charged by the only hauler who offers weekly curbside recycling. ***Cedar Rapids: Only offers a 35-gallon trash cart. $17.86 $17.50 $14.00 $14.65 $20.00 $5.02 $8.50 $4.85 $11.00 $4.58 $37.86 $22.52 $22.50 $19.50 $23.50 $16.81 $23.16 $20.00 $0 $5 $10 $15 $20 $25 $30 $35 $40 Ames* Ankeny* Cedar Falls** Cedar Rapids*** Iowa City North Liberty Coralville Des Moines Dubuque Waukee Monthly Fees Trash (65 gal)Recycling Trash (65 gal) & Recycling Combined 353 Trash and Recycling Rates in Iowa (Monthly) Trash Recycling Trash & Recycling Recycling Access Recycling Cart Ownership Recycling Collection Operated By Ames Free market $11.00 - Drop-off only Free market Free market Ankeny Free market $4.58 - Universal Waste Authority Contractor Cedar Falls $9.46 - $27.84 $20.00 $29.46 - $47.84 Drop-off only Free market Free market Cedar Rapids $17.50 $5.02 $22.52 Universal City City Coralville - - $20.67 - $23.50 Universal City City Des Moines - - $16.81 - $17.91 Universal City City Dubuque - - $17.25 - $32.53 Universal City City Iowa City $14.00 $8.50 $22.50 Universal City City North Liberty $7.65 - $14.65 $4.85 $12.50 - $19.50 Universal Contractor Contractor Waukee - - $20.00 Universal Contractor Contractor 354 Residential Recycling Program Tuesday, August 12, 2025 355 Purpose of Discussion •No Council direction requested tonight •Introduction to issues, options, and staff’s initial suggestions •Staff will return for direction in September 356 Background •Resource Recovery and Recycling Campus (R3C) •Increased recycling will be necessary due to: •Ending waste-to-energy approach •Desire to minimize tonnage of waste hauled to Carroll County •Iowa DNR fee – incentive to divert •Alignment with Climate Action Plan Public Engagement •2023 Resident Satisfaction Survey •80+% support some type of recycling •80+% willing to sort glass, metal, plastic from their garbage •2024 Resident Satisfaction Survey •70% selected “Waste-to-energy improvements/ reducing waste emissions" as a top climate action step, more than any other step listed. 357 Recycling Program Design 1.Level of Access 2.Provider 3.Implementation Timeline 4.Container Ownership 5.Frequency of Service 6.Contractor Compensation 7.Multifamily Housing (MFH) 8.Story County and Partner Communities 9.Performance Incentives 10.Education and Outreach 358 1. Level of Access Staff Recommendation: •Option A (universal access with all households provided a cart) or •Option B (universal access but opt-in to cart delivery) Level of Access Description Estimated Participation Rate (households) Estimated Diversion Rate (waste tonnage) OPTION D: Drop-off site(s) only Current approach. Lowest level of waste diversion. 10%< 5% OPTION C: Curbside opt-in Only residents who opt in will be charged for the service and receive a cart. Higher fees likely, as costs would be spread among a smaller rate base. 20% - 30%~5% OPTION B: Curbside universal access, opt-in cart All eligible residents are charged for the service but must opt in to receive a cart. More complex cart delivery logistics. 30% - 40%~10% OPTION A: Curbside universal access, cart included All eligible residents are charged for the service and receive a recycling cart. Some increased risk of contamination. 75%30%+ 359 2. Provider 1.Require existing haulers to offer curbside recycling as a service •Residents continue to coordinate services directly with haulers •Two of seven existing haulers currently offer curbside recycling •Less involvement from the City to establish and manage the services •However, higher volume of truck traffic, varying services and recycling rules, and little ability to track diversion rates 2.City-wide contract with one provider •All participants charged a fee on their utilities bill. •Lower fees likely, consistent service and rules city-wide, full transparency into diversion and participation, reduced truck traffic •However, eliminates ability to choose a service provider Staff Recommendation: •Solicit proposals for a City- wide contract with a single provider. 360 3. Implementation Timeline •9-12 month lead time (RFP to start of service) •R3C is expected to be operational in mid-2027 •If curbside recycling were implemented in 2026, recycling would need to be directly hauled to a facility in Des Moines •Potential benefits to the Electric Utility of increased diversion near-term 361 4. Container Ownership Approximately 18,000 carts would be needed. Under each option, the contractor would handle container delivery, maintenance, and repair services 1.Contractor-owned: •Contractor delivers and owns all containers •Lowest costs to launch the service •However, if the City switches contractors in the future, significant costs and disruptions to service could occur during the transition 2.City-owned: •City independently procures (approximately $1,000,000). Fees would need to be calculated to repay the City for the investment in carts 3.City-owned, amortized: •Contractor furnishes City-branded containers, which are amortized over five years; after this period, City assumes ownership •~ $1 added cost per month, per household, for five years •Containers are expected to last 15-20 years Staff Recommendation: •City-owned, amortized model 362 5. Frequency of Service Programs typically operate weekly or every other week 1.Every other week service •More common nationwide •Higher efficiency: fuller bins and fewer trips •~20%-40% lower operational costs than weekly collection 2.Weekly service •Could result in slightly higher diversion rates •Higher operational costs and increased truck traffic Staff Recommendation: •Every other week service Image: https://www.rawpixel.com/image/5920049 363 6. Contractor Compensation Total costs to administer a recycling program consist of: 1.Collection and transportation (hauler compensation) 2.Disposal costs (tipping fees) 3.Equipment (carts) 4.Administrative costs (billing, marketing, etc.) Hauler compensation and equipment costs established through a competitive request for proposals process City determines resident fees based on total costs of program Allows the City flexibility to adjust rates independent of contractor costs Image: https://www.rawpixel.com/image/9658286/image-public-domain-2022-work 364 7. Multifamily Housing (MFH) Most communities include properties with up to four units in curbside recycling programs. MFH presents unique challenges for curbside recycling. Larger MFH properties would not receive initial access to curbside recycling. 6+ Iowa communities require multifamily properties to offer recycling. Property Type Approximate Housing Units Four or less units 17,500 (60%) Five or more units 11,500 (40%) Staff Recommendation: •MFH pilot project to learn best practices before broader MFH implementation 365 8. Story County and Partner Communities Other Resource Recovery System partners will also need new methods to divert meaningful quantities of material from the landfill. Different ways to approach this: •Mobile recycling drop-off trailer(s) •Curbside recycling program •Ames’ Recycling RFP can include ability for other communities to “tag along” with Ames’ contract, at set rates (avoids the work of each community conducting its own RFP) •Communities could issue their own RFPs and negotiate their own services and rates Staff Recommendation: •If an RFP is issued, include optional pricing of services for Story County and the partnering communities. 366 9. Performance Incentives Incentives and/or penalties can help maintain quality control. Potential options include: •Contractor's response to complaints •Missed pickups •Customer satisfaction •Accurate and timely reporting •Diversion or contamination rates •Tonnage collected Could be structured as payments or payment reductions, liquidated damages, additional education/outreach programs at no cost, etc. Contamination reduction methods include use of cameras, contractor employee training and incentives for waste diversion and contamination reduction best practices. 367 10. Education and Outreach Education and outreach are effective tools to: •Maximize diversion and participation •Minimize contamination Contractor expectations should be clearly outlined. Strategies could include: •Education packages delivered with the recycling cart (magnet, booklet, etc.). •Signage included on cart lid or side wall. •Contractor participation in community outreach events or initiatives. 368 Next Steps •No Council direction requested tonight •Staff will return for direction in September 369 ITEM #:37 DATE:08-12-25 DEPT:PW SUBJECT:MAPLE GROVE MOBILE HOME PARK REQUEST FOR SANITARY SEWER CONNECTION COUNCIL ACTION FORM BACKGROUND: On July 8, 2025, City Council received a memo from staff regarding a request from Horizon Land Management, on behalf of Maple Grove MHC, LLC, to connect the Maple Grove Mobile Home Park (6100 W. Lincoln Way) to the City of Ames sanitary sewer system (the request from Horizon Land Management and staff memo are attached). The Council directed staff to place the memo on a future agenda for the City Council's consideration. A history of complaints and investigations by the Iowa DNR has documented ongoing concerns about the mobile home park’s existing septic system, including citations for illicit discharges that pose environmental risks. To comply with Iowa DNR requirements while exploring alternatives, the park currently pumps wastewater from its private collection system and hauls it offsite for treatment. If the system becomes overloaded between pumping intervals, excess sewage would be discharged into a Boone County drainage district tile that empties directly into College Creek. Under current City policy, properties located outside the City limits are not eligible for sanitary sewer service, regardless of their land use designation. While drought conditions in recent years have complicated water quality sampling, new data reinforces prior concerns. On June 18, 2025, Prairie Rivers of Iowa collected water samples from College Creek at Wilder Boulevard as part of its regular monthly monitoring. The sample was analyzed for microbial source tracking and confirmed the presence of human- source fecal contamination upstream of Wilder. Although the exact point source of contamination could not be determined, Prairie Rivers, acting as the City’s water quality consultant, attributes these elevated E. coli levels in part to failing septic systems and lagoon overflows in the area. These systems are discharging into Boone County Drainage District 93B and Story County Drainage District 4 tile lines, which flow directly into College Creek. SEWER INFRASTRUCTURE: The City’s FY 2023/24 Ames Plan 2040 Sanitary Sewer Extension project, now complete, extended a public sanitary sewer main from the west end of Norris Street to approximately 500 feet south of Lincoln Way, along the west edge of the S. 500th Avenue right-of-way (see attached map). This sewer main was constructed to support future annexation and development contemplated by Ames Plan 2040. The main lies entirely outside the current City limits, within Story and Boone Counties. During and after construction of the sewer main, staff received multiple inquiries from the Iowa DNR and three nearby property owners located outside the City limits 370 (including Maple Grove) regarding abandoning their existing septic systems and connecting to the new public sewer. These properties are identified in Table 1, below. Sewer flowline elevations have been reviewed and can adequately serve this area with the City's new sanitary sewer main. Within City limits, sanitary sewer charges are based on metered water usage and are billed monthly through the customer ’s water bill. For properties outside the City that are not served by City water, an alternative method of determining usage would be required. This could involve coordination with Xenia Rural Water, the area’s primary rural water provider, or the establishment of a standard usage assumption for properties on private wells. Either approach would require creation of a new “rural” sewer rate, similar to the rural water rate outlined in Municipal Code Section 28.201(5). Although the City has not historically provided sewer service outside of the corporate limits, there are a few examples of the City providing water service outside of Ames. There are eight properties located outside the City limits where the City has agreed to provide water service, either because the rural water provider was unable to do so or because the City intended to eventually annex into that area. These customers paid for the costs of extending the water infrastructure, and their accounts are metered and billed at a higher rate than those within the corporate limits. However, none of these out-of-city properties are connected to the City’s sanitary sewer system and, therefore, do not pay sewer charges. Area Properties: Table 1 reflects the properties that have been identified as likely beneficiaries of a public sanitary sewer connection in this area. Among these, the properties marked with an asterisk are those that have inquired with staff about a connection. Table 1. Property Address Owner Acres % of Total Area Water Source 5820 Lincoln Way*LDR Iowa I LLC 12.38 47.3%City of Ames 5910 W Lincoln Way*West End Apartment L C 3.55 13.6%Xenia 6008 W Lincoln Way Watkins, Graham 1.14 4.4%Well 6014 W Lincoln Way Sporrer, Jeff & Stacey 0.38 1.4%Xenia 6018 W Lincoln Way Joan Pfeffer 0.42 1.6%Xenia 6100 W Lincoln Way*Maple Grove MHC LLC 8.30 31.7%Xenia Total - 26.17 100.0% - * Properties inquiring about sanitary sewer service connection to the City’s system. The City Council is not obligated to authorize the extension of sanitary sewer service to properties outside city limits. However, Council may determine that there is a benefit to considering the request. Three options are available, and the advantages, challenges, 371 and additional considerations related to each are detailed below: 1. "Rural Sewer" Service Agreement This option would allow sanitary sewer service to be provided without annexation. Maple Grove Mobile Home Park would still be responsible for extending the public sewer main to its property and constructing a service connection per City standards. A formal agreement would be required with each property owner that requests to connect. Such agreements would include: 1) conditions addressing future annexation timing, 2) use restrictions, 3) modification of their internal sewer system without City consent, and 4) rates for a new "rural sewer" service class. Advantages: Allows for the removal of non-compliant septic systems from the College Creek watershed. Allows for faster implementation compared to annexation, particularly for Maple Grove, which faces urgent environmental compliance issues. May be more acceptable to property owners not ready or willing to annex at this time, but would establish annexation agreements for the future. Limits City obligations strictly to sanitary sewer (and excludes intersection improvements, road maintenance, police, fire, etc. that would be required of the City with annexation). Challenges: A method would need to be established by the City to determine sewer usage to allow for billing for those properties that use unmetered well water. Adds administrative complexity for managing custom agreements and enforcement. This approach creates a mechanism for properties to receive both City water and sewer utilities without annexing. Historically, access to these utilities has been tied to annexation, facilitating the growth of the City. Additionally, these properties will remain exempt from City land use, zoning, and code enforcement jurisdiction. 2. Annexation of All Six Properties Under this option, the property owners would need to initiate a voluntary annexation of the six parcels listed in Table 1 and petition the City for approval. As part of annexation, the property owners would enter into a development agreement requiring them to extend the sanitary sewer main west to their properties, in accordance with City specifications and easement requirements, and to install individual service connections at their own expense. In this option, unless all six properties agree to be annexed, it will not be possible to develop a contiguous annexation area including Maple Grove. Advantages: Allows for the removal of non-compliant septic systems with high risk of environmental contamination in the College Creek watershed. Ensures that future re-development of the affected properties will be consistent with City zoning, land use regulation, and development standards. Enables sanitary sewer billing through the City’s existing water utility system for properties served by City or Xenia water. Annexation is consistent with the Ames Plan 2040 vision for growth in this area. 372 Challenges: The existing land uses in the subject area do not fully align with the City’s adopted Future Land Use Map, which envisions higher-density residential along Lincoln Way. Some existing properties may encounter challenges complying with the City's standards (e.g., rental housing regulations). Requires cooperation from multiple property owners to create a voluntary annexation. Commits the City to providing other municipal services (e.g., street maintenance, police, fire). The time necessary to organize the annexation may delay the correction of immediate septic problems. Additional Considerations: With annexation, the City would not automatically assume jurisdictional responsibility for maintenance and repair of W. Lincoln Way between S. 500th Street and X Avenue in Boone County. However, the City would assume responsibility for the Boone and Story County right-of-way adjacent to the annexed area on S. 500th Street. Additionally, the annexed area contains some drainage district infrastructure. The City would become a party to the maintenance of that infrastructure if annexed. 3. Decline the request to provide sanitary sewer service outside the City limits for the subject properties Advantages: The environmental impacts posed by the existing septic infrastructure will continue to be managed by the County Sanitarian and Iowa DNR. City staff time remains reserved for established Council priorities. Challenges: The properties may have to resolve their septic issues in a piece-meal approach rather than at one time in a comprehensive manner. ALTERNATIVES: 1. Direct staff to develop a “rural sewer” service agreement that would allow Maple Grove Mobile Home Park and other nearby properties to connect to the City’s sanitary sewer system without annexation. 2. Require annexation into the City of Ames as a condition of connecting to the sanitary sewer system. 3. Decline the request for sanitary sewer service to Maple Grove Mobile Home Park and maintain the current policy of not extending sewer service outside the City limits. CITY MANAGER'S RECOMMENDED ACTION: Extension of a public sanitary sewer main to serve Maple Grove and adjacent properties appears to be the best path to ensure septic issues do not continue to threaten the quality of water in College Creek. The key question to resolve is whether connection should be made contingent on either: 373 1. Execution of a detailed "Rural Sewer" agreement addressing billing, maintenance, and future annexation conditions; or 2. Annexation of the properties into the City of Ames. Staff believes a Rural Sewer agreement, with future annexation conditions, would be the best approach in this situation. It provides for the affected properties to eventually become part of the City while resolving environmental issues as quickly as possible. The challenge with this approach is the staff time that will be necessary to prepare the agreements for annexation and sewer service. Although this area is within a future growth area, it is not an immediate priority. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): 25-07-08 Maple Grove Sewer Memo.pdf Map - West Ames Sanitary Sewer Connection.pdf N._Flippen_-_Connection_to_COA_Sewer_LIne.pdf 374 Caring People Quality Programs Exceptional Service 515.239.5160 main 515.239.5404 fax 515 Clark Ave. Ames, IA 50010 www.CityofAmes.org Public Works - Engineering MEMO To: Mayor and Ames City Council From: Mindy Bryngelson, PE, Municipal Engineer Date: July 8, 2025 Subject: Maple Grove Mobile Home Park – Request for Sanitary Sewer Connection Background: On April 22, 2025, City Council directed staff to prepare a memo regarding a formal request from Horizon Land Management, on behalf of Maple Grove MHC, LLC, to connect the Maple Grove Mobile Home Park (6100 W. Lincoln Way) to the City of Ames sanitary sewer system. This 8.3-acre property lies outside City limits in Boone County but is located within a designated Priority Growth Area under Ames Plan 2040. A history of complaints and investigations by the Iowa DNR has documented ongoing concerns about the mobile home park’s existing septic system, including citations for illicit discharges that pose environmental risks. To comply with Iowa DNR requirements while exploring alternatives, the park currently pumps wastewater from its private collection system and hauls it offsite for treatment. If the system becomes overloaded between pumping intervals, excess sewage would be discharged into a Boone County drainage district tile that empties directly into College Creek. Under current City policy, properties located outside the City limits are not eligible for sanitary sewer service, regardless of their land use designation. The City’s FY 2023/24 Ames Plan 2040 Sanitary Sewer Extension project, now complete, extended a public sanitary sewer main from the west end of Norris Street to approximately 500 feet south of Lincoln Way, along the west edge of the S. 500th Avenue right-of-way (see attached map). This sewer main was constructed to support future annexation and development contemplated by Ames Plan 2040. The main lies entirely outside the current City limits, within Story and Boone Counties. During and after construction of the sewer main, staff received inquiries from the Iowa DNR and three nearby property owners located outside the City limits (including Maple Grove) regarding abandoning their existing septic systems and connecting to the new public sewer. These properties are identified in Table 1, below. Sewer flowline elevations have been reviewed and can adequately serve this area with the City's new sanitary sewer main. 375 Page 2 of 5 Within City limits, sanitary sewer charges are based on metered water usage and are billed monthly through the customer’s water bill. For properties outside the City that are not served by City water, an alternative method of determining usage would be required. This could involve coordination with Xenia Rural Water, the area’s primary rural water provider, or the establishment of a standard usage assumption for properties on private wells. Either approach would require creation of a new “rural” sewer rate, similar to the rural water rate outlined in Municipal Code Section 28.201(5). Although the City has not historically provided sewer service outside of the corporate limits, there are a few examples of the City providing water service outside of Ames. There are eight properties located outside the City limits where the City has agreed to provide water service, either because the rural water provider was unable to do so or because the City intended to eventually annex into that area. These customers paid for the costs of extending the water infrastructure, and their accounts are metered and billed at a higher rate than those within the corporate limits. However, none of these out-of-city properties are connected to the City’s sanitary sewer system and, therefore, do not pay sewer charges. 5820 Lincoln Way is one of the properties outside of Ames that receives water and is now requesting to connect to the City's sewer service. Area Properties: Table 1 reflects the properties that have been identified as likely beneficiaries of a public sanitary sewer connection in this area. Among these, the properties marked with an asterisk are those that have inquired with staff about a connection. Table 1. Property Address Owner Acres % of Total Area Water Source 5820 Lincoln Way * LDR Iowa I LLC 12.38 47.3% City of Ames 5910 W Lincoln Way * West End Apartment L C 3.55 13.6% Xenia 6008 W Lincoln Way Watkins, Graham 1.14 4.4% Well 6014 W Lincoln Way Sporrer, Jeff & Stacey 0.38 1.4% Xenia 6018 W Lincoln Way Joan Pfeffer 0.42 1.6% Xenia 6100 W Lincoln Way* Maple Grove MHC LLC 8.30 31.7% Xenia Total - 26.17 100.0% - * Properties inquiring about sanitary sewer service connection to the city’s system. Options: The City Council is not obligated to authorize the extension of sanitary sewer service to properties outside city limits. However, Council may determine that there is a benefit to considering the request. Three options are available. Option 1: Annexation of All Six Properties Under this option, the property owners would initiate annexation of the six parcels listed in Table 1 and petition the City for approval. As part of annexation, the property owners would enter into a development agreement requiring them to extend the sanitary sewer 376 Page 3 of 5 main west to their properties, in accordance with City specifications and easement requirements, and to install individual service connections at their own expense. In this option, unless all six properties agree to be annexed, it will not be possible to develop a contiguous annexation area including Maple Grove. Advantages: · Removes non-compliant septic systems with high risk of environmental contamination in the College Creek watershed. · Ensures that future re-development of the affected properties will be consistent with City zoning, land use regulation, and development standards. · Enables sanitary sewer billing through the City’s existing water utility system for properties served by City or Xenia water. · Annexation is consistent with the Ames Plan 2040 vision for growth in this area. Challenges: · The existing land uses in the subject area do not fully align with the City’s adopted Future Land Use Map, which envisions higher-density residential along Lincoln Way. · Some existing properties may encounter challenges complying with the City's standards (e.g., rental housing regulations). · Requires cooperation from multiple property owners to create a voluntary annexation. · Commits the City to providing other municipal services (e.g., street maintenance, police, fire). · The time necessary to organize the annexation may delay the correction of immediate septic problems. Additional Consideration: With annexation, the City would not automatically assume jurisdictional responsibility for maintenance and repair of W. Lincoln Way between S. 500th Street and X Avenue in Boone County. However, the City would assume responsibility for the Boone and Story County right-of-way adjacent to the annexed area on S. 500th Street. Additionally, the annexed area contains some drainage district infrastructure. The City would become a party to the maintenance of that infrastructure if annexed. Option 2: “Rural Sewer” Service Agreement This option would allow sanitary sewer service to be provided without annexation. Maple Grove Mobile Home Park would still be responsible for extending the public sewer main to its property and constructing a service connection per City standards. A formal agreement would be required with each participating property owner. Such agreements would include: 1) Conditions addressing future annexation timing, 2) use restrictions, 3) modification limitations without City consent, and 4) rates for a new "rural sewer" service class. Advantages: · Removes non-compliant septic systems from the College Creek watershed. · Allows for faster implementation compared to annexation, particularly for Maple Grove, which faces urgent environmental compliance issues. 377 Page 4 of 5 · May be more acceptable to property owners not ready or willing to annex at this time but would establish annexation agreements for the future. · Limits City obligations strictly to sanitary sewer (and excludes intersection improvements, road maintenance, police, fire, etc.). Challenges: · A method would need to be established by the City to determine sewer usage to allow for billing for those properties that use unmetered well water. · Adds administrative complexity for managing custom agreements and enforcement. · This approach creates a mechanism for properties to receive both City water and sewer utilities without annexing. Historically, access to these utilities has been tied to annexation, facilitating the growth of the City. Additionally, these properties will remain exempt from City land use, zoning, and code enforcement jurisdiction Option 3: Decline the request to provide sanitary sewer service outside the City limits for the subject properties Advantages: · The environmental impacts posed by the existing septic infrastructure will continue to be managed by the County Sanitarian and Iowa DNR. · City staff time remains reserved for established Council priorities. Challenges: · The properties may have to resolve their septic issues in a piece-meal approach rather than at one time in a comprehensive manner. Staff Comments: While drought conditions in recent years have complicated water quality testing, sampling at College Creek near Wilder Boulevard has consistently shown elevated levels of E. coli bacteria. Prairie Rivers of Iowa, the City’s water quality consultant, attributes these levels in part to failing septic systems and lagoon overflows discharging into the Boone County Drainage District 93B and Story County Drainage District 4 tile, which empty directly into College Creek. However, more testing may be necessary to identify the specific cause. Extension of a public sanitary sewer main to serve Maple Grove and adjacent properties appears to be the best path to ensure septic issues do not continue to threaten the quality of water in College Creek. The key question to resolve is whether connection should be made contingent on either: 1. Annexation of the properties into the City of Ames; or 2. Execution of a detailed "Rural Sewer" agreement addressing billing, maintenance, and future annexation conditions. Staff believes a Rural Sewer agreement, with future annexation conditions, would be the best approach in this situation. It provides for the affected properties to eventually become part of the City while resolving environmental issues as quickly as possible. The challenge with this approach is the staff time that will 378 Page 5 of 5 be necessary to prepare the agreements for annexation and sewer service. Although this area is within a future growth area, it is not an immediate priority. Attachments: Map - West Ames Sanitary Sewer Connection.pdf N. Flippen – Connection to COA Sewer Line.pdf 379 M© City of Ames, Iowa makes no warranties, expressed or implied, including without limitation, any warranties of merchantability or fitness for a particular purpose. In no event shall the City of Ames be liable for lost profits or any consequential or incidental damages caused by the use of this map. 1:4,514 ArcGIS Web Map NEW 15" S A N I T A R Y S E W E R MAPLE GROVE MOBILE HOME PARK ADDITIONAL PROPERTIES WHO HAVE INQUIRED ABOUT CONNECTION TO THE CITY'S SANITARY SEWER ADDITIONAL PROPERTIES WHO MAY BENEFIT FROM SANITARY SEWER CONNECTION 550859106008 6014 6018 6100 CITY OF AMES WATER XENIA WATER WELL WATER 5820 AMES CORPORATE LIMITS DRAINAGE DISTRICT TILE 380 1 Hall, Renee From:Nichole Flippen <nflippen@horizonlandco.com> Sent:Wednesday, April 16, 2025 3:18 PM To:City Council and Mayor Cc:Kate Costello; Sara Strenk; David Hoyle; Tammy Joseph; Emmet Conneely Subject:PROPOSED CONNECTION TO CITY OF AMES PUBLIC SEWER LINE EXTENSION - 6100 W. LINCOLN WAY, AMES, IA 50014 Attachments:CES-PP2501 Maple Grove MHP Preliminary Sanitary Sewer Plan 3-17-2025.pdf; Maple Grove MHC_WW LTR_02-25-25.pdf; REQUEST FOR SEWER CONNECTION (MAPLE GROVE)(04-2025).pdf [External Email] Good aŌernoon Mayor Haila & Council Members: Please see the aƩached correspondence requesƟng submiƩed on behalf of Maple Grove MHC, LLC. Should you have any quesƟons or concerns regarding this correspondence, please feel free to contact me directly. Nichole D. Flippen, Esq. General Counsel Horizon Land Co., LLC 2151 Priest Bridge Drive, Suite 7 Crofton, MD 21114 Ofϐice: (410)721-3374 x23 || Fax: (443)332-0055 nϐlippen@horizonlandco.com || www.horizonlandco.com 381 Nichole D. Flippen General Counsel nflippen@horizonlandco.com Horizon Land Management, LLC 2151 Priest Bridge Drive, Suite 7 Crofton, MD 21114 Direct: (410)721.3374 ext. 23 April 16, 2025 VIA E-MAIL ONLY TO: mayorcouncil@amescitycouncil.org RE: PROPOSED CONNECTION TO CITY OF AMES PUBLIC SEWER LINE EXTENSION 6100 W. LINCOLN WAY, AMES, IA 50014 Dear Mayor Haila & Council Members: Horizon Land Management, LLC serves as the management agent for an 8.3 acre parcel located at 6100 W. Lincoln Way, Ames, IA 50014, which is commonly known as the Maple Grove Mobile Home Park (“Park”). The Park, which is just beyond the City of Ames’s (“City”) limits, operates on a private wastewater treatment system (“System”), but with the expansion of the City’s public sewer line, the Park’s owner, Maple Grove MHC, LLC (“Maple Grove”), would like to look into alternative options, including the potential to connect to the City’s public sewer system. As you may be aware, the Park’s System, which serves fifty-nine (59) mobile home lots, has suffered significant wastewater treatment issues since 2014. The System was rehabilitated after a 2018 notice from the Iowa Department of Natural Resources (“IDNR”), but in 2021 the System was found to be inadequate in treatment capacity; therefore, a new treatment facility was designed in 2023 which, due to enlargement of the System beyond its existing location, required waivers from the owners of two nearby properties. Notwithstanding several attempts to contact these owners to obtain the requisite waivers to enlarge the System, our efforts have been unsuccessful. So, our ability to move forward with the enlargement of the Park’s System has been in a holding pattern. Based on current development plans, it appears that the City is in the process of extending its public sanitary sewer collection system (“Public Sewer Line Extension”) to an area near the Park. It is our understanding that the Public Sewer Line Extension will cross S. 500th Avenue (Y Ave.) and will then head north in the west right-of-way (“ROW”) of 500th Ave. This extension will create an opportunity for the Park to connect to the Public Sewer Line, which would eliminate the need for the Park’s System to be enlarged, provide for more efficient wastewater treatment and resolve the concerns raised by IDNR. In fact, a letter from Brenda L. Smith of the IDNR to Mindy Bryngelson of the City of Ames specifically noted that “The IDNR fully supports the City of 382 Nichole D. Flippen General Counsel nflippen@horizonlandco.com Horizon Land Management, LLC 2151 Priest Bridge Drive, Suite 7 Crofton, MD 21114 Direct: (410)721.3374 ext. 23 Ames providing wastewater collection and conveyance of wastewater from the Maple Grove MHP to the City’s publicly owned treatment works.” As such, we feel that this solution would be beneficial to all. While the current plans for the Public Sewer Line Extension would be near the Park, it would not extend far enough north to allow sensible connection and extension to the Park itself; therefore, modifications to the existing Public Sewer Line Extension plans would be required. Specifically, the proposed Public Sewer Line Extension would need to be modified (i) to extended 92’ further north along the west ROW and (ii) to install a manhole at that location. This slight modification would only add 80’ of sanitary sewer, since there is a 12’ stub being proposed north of the manhole; and the relocation of the manhole would not cause the plan to exceed the maximum manhole spacing requirement of 400 feet. For ease of reference, I have attached a plan showing the desired extension of the sanitary sewer to the Park. Per discussions with our engineer, reasons and benefits for the relocation of the proposed manhole and additional 92’ of sewer include the following: Sanitary sewer is designed to minimize the total number of manholes to reduce infiltration and inflow of stormwater and ground water into the treatment system, thereby reducing treatment costs. The proposed design modification for the sewer manhole placement would allow a connection and extension to run parallel and 15’ south of the south line of the properties lying west of 500th Ave. If the manhole were not relocated, the connection would run diagonally across the undeveloped property lying to the south, which would reduce the development potential. Design relocation of the proposed manhole would allow said vacant property to be developed economically and productively. Considering the foregoing, we are curious to know whether the City would consider permitting the Park to connect to the City’s sewer lines by agreement. If the City of Ames is willing to make this modification to its Public Sewer Line Extension plans to benefit the Park, Maple Grove would be willing to pay for all costs associated with the proposed design modification and installation of the additional sanitary sewer main, as a sign of good faith and Maple Grove’s appreciation for the City’s accommodation. 383 Nichole D. Flippen General Counsel nflippen@horizonlandco.com Horizon Land Management, LLC 2151 Priest Bridge Drive, Suite 7 Crofton, MD 21114 Direct: (410)721.3374 ext. 23 Might the City be willing to consider this accommodation? If so, please contact me at your earliest convenience. I may be reached by telephone at (410)721-3374 ext. 23 or via e-mail to nflippen@horizonlandco.com. On behalf of Maple Grove, we appreciate your time and consideration and look forward to your prompt response. Best regards, Nichole D. Flippen General Counsel Enclosure Cc: Kate Costello Sara Strenk David Hoyle Tammy Joseph Emmett Conneely 384 FIELD OFFICE 5, 6200 PARK AVE STE 200, DES MOINES IA 50321 Phone: 515-725-0268 www.IowaDNR.gov Fax: 515-725-8201 Sent Via Electronic Mail Receipt Confirmation Requested February 25, 2025 MINDY BRYNGELSON CITY OF AMES 515 CLARK AVE. AMES IA 50010 mindy.bryngelson@cityofames.org SUBJECT: Maple Grove MHC LLC The Iowa DNR fully supports the City of Ames providing wastewater collection and conveyance of wastewater from the Maple Grove MHP to the City’s publicly owned treatment works. Providing such a connection and service is expected to alleviate the wastewater treatment disposal challenges experienced at the mobile home park. A history of complaints and investigations by the Iowa DNR demonstrates ongoing concerns about the wastewater facility. The existing wastewater treatment system at Maple Grove MHP has endured persistent problems, including hydraulic overloading and mound failures (2011/2014/2018). These failures led to the necessity of pumping and hauling wastewater offsite, which is not a sustainable long- term solution. The system is designed as a non-discharging system, but there have been instances of illicit discharges, posing environmental risks. The most recent operational concerns were detailed in the last two inspection reports for the Maple Grove MHC. In 2017, the site maintenance manager was reported to be unsure of the wastewater flow direction and endpoint. The same inspection noted a lack of familiarity with the operation and maintenance of the pumps and flow meter. A 2012 inspection noted that the telemetry system for remote monitoring was not functional, hindering timely detection of problems. These operational issues raise concerns about the consistent and effective management of the wastewater treatment process. In late 2023, Maple Grove MHC did attempt to address the Iowa DNR’s concerns by requesting approval to remove the old mounds and construct new mounds. However, due to separation distance requirements they were required to obtain waivers of separation from the two commercial building owner(s) and file with the county recorder. Maple Grove MHC has been unable to obtain these waivers which has put their project at a standstill. As the City of Ames is well aware of the Iowa DNR’s role ensuring environmental and regulatory compliance, it’s important to raise awareness of the facility’s past illicit discharges and the risk of continued environmental contamination they pose. Connecting to the City's wastewater collection system would eliminate the potential for such incidents, ensure regulatory compliance, and provide a reliable, long-term solution for wastewater treatment at Maple Grove MHC. It would also eliminate the need for the mobile home park to manage and maintain its own complex wastewater treatment system, assist in the reduction or elimination of potential environmental hazards related to the current system, and protect human health by providing consistent and reliable wastewater treatment. 385 FIELD OFFICE 5, 6200 PARK AVE STE 200, DES MOINES IA 50321 Phone: 515-725-0268 www.IowaDNR.gov Fax: 515-725-8201 I’m confident that the City of Ames will continue to be an invaluable asset to its residents and partner in environmental stewardship. If the City has any questions or would like to discuss this matter further, please feel free to give me a call at 515-250-4094 or you can email me directly at brenda.smith@dnr.iowa.gov . Sincerely, Brenda Smith, Environmental Specialist Field Services and Compliance Bureau Field Office# 5, 515-725-0628 c: Emmett Conneely, econneely@horizonlm.com Brenda L. Smith Digitally signed by Brenda L. 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( Y A v e . ) MAPLE GROVE MOBILE HOME PARK PRELIMINARY PLAN - SANITARY SEWER EXTENSION/CONNECTION 3/17/2025 38 7 ITEM #:38 DATE:08-12-25 DEPT:ELEC SUBJECT:PRESENTATION ON ALTERNATIVE SITES FOR NEW GENERATION AND SELECTION OF SITE COUNCIL ACTION FORM BACKGROUND: On July 22, 2025, staff presented the City Council with the results of a Request for Proposals (RFP) for engineering services to develop new thermal electric generating units for the City's Electric Utility. At that time, staff's expectation was that the site for the installation of these new units would be the former Power Plant coal yard, on the south side of the railroad tracks adjacent the existing Power Plant. However, during the discussion, the City Council asked staff to perform a high-level review of potential alternative sites for the new electric generation other than the coal yard site and report back at the August 12 City Council meeting. As staff discussed on July 22, the site will require certain infrastructure to be feasible, including natural gas pipeline, electric transmission lines, a substation, and related electric distribution infrastructure, including appropriate redundant capabilities. The City Council asked staff to identify potential sites that would also be away from urban residential areas and the Main Street area. Therefore, to evaluate potential alternative sites, staff used the following criteria to prepare this presentation: 1. Proximity to large, high-pressure natural gas main a. >= 10 inch line b. >=120 psi c. 11,000 dtherms when all running 2. Proximity to 161 kV transmission lines and/or multiple (3 or more) 69 kV lines 3. Proximity to electric distribution infrastructure 4. Distance from urban residential areas 5. Visibility from Main Street The attached presentation will review different sites in and around Ames. It will also include an initial budgetary estimate of potential infrastructure costs for each site based on information from Ames Electric Engineering, Public Works and Alliant Energy. Staff was unable to identify an alternative site that easily meets all of the evaluation criteria. Each site would require significant investments to bring the required infrastructure to the area, including disruption to the adjacent areas along the utility paths. Staff's estimates are that pursuing any alternative site will increase the cost of the 388 generation project by a minimum of 25%. Additionally, any alternative site will cause delays in land acquisition, infrastructure design and construction, power plant engineering, design and construction. Council also requested additional information regarding noise and vibration from the proposed new generating units. Information will be added to the presentation on Monday and covered Tuesday night, as this information was not completed in time to publish the Council agenda. If the Council elects not to proceed with the project proposed at the former coal yard, a preferred alternative site would need to be identified. Then, staff would negotiate with Sargent & Lundy to amend the design contract (approval of which is a separate item on this Council agenda) to evaluate the proposed site in detail and determine more specifically what infrastructure is needed. Following that process, the original scope of Sargent & Lundy's work (design of the facility itself) could begin. Staff estimates this approach would delay the project by a minimum of six months. It is important to note that in addition to the increased cost of the engineering work to design transmission and substation infrastructure, there will be additional implications if the project is delayed: If the project is not completed by June 2028 and Ames misses the MISO summer season capacity requirements, this could result in a $2.3 million charge for capacity. Materials costs for such things as transformers, breakers and the generating units, and labor continue to rise (separate from the costs of the additional equipment necessary). This by itself could cause increases of 3-5% to the cost of the project. As more and more utilities look to add capacity, material delays can continue to grow. A six-month delay in the engineering and design could add a year to the procurement schedule for materials. ALTERNATIVES: 1. Approve the Ames Power Plant Coal Yard site as the preferred location for new generation. 2. Identify an alternative site for the construction of the new power plant generation and: a. Authorize staff to negotiate a scope of services with Sargent & Lundy to begin a detailed site selection process based on the new site. Staff would return to City Council with a contract change and costs related to this work. b. Direct staff to develop a Request for Proposal for engineering services to design new substation and transmission infrastructure. CITY MANAGER'S RECOMMENDED ACTION: The last time Electric Services expanded its baseload generation capacity was in the 1980s. Customer demands have grown, and generation infrastructure has aged since then. Staff has extensively studied the needs, the life assessment of the existing generation, the power production technologies available, and the financial requirements to afford the additions. It is time to add new generation resources to meet utility requirements. 389 Finalizing the site will allow the engineer to design specifically for that site. This will eliminate delays that have the potential to result in compounding cost increases, make bidding more straightforward, and limit the amount of potential change orders from the engineering firm. Although the Coal Yard site is in proximity to the Downtown area, it is important to note that even if the new generating units are sited in an alternative location, the existing Power Plant will remain at the end of Main Street for at least 15 more years, plus the length of time necessary to deconstruct and demolish the significant amount of infrastructure located within it. The new generating units are expected to require an enclosure building, chimneys, and other accessory equipment that is far lesser in height than the equipment in place at the Power Plant, and this equipment is planned to be located on the furthest portion of the site away from Main Street (roughly 1/4 mile from the east end of Main Street and further south, compared to the existing Power Plant which is only 350 feet due east from Main Street). Additionally, staff can work with the design team to develop a facility exterior that is more visually appealing than a typical industrial building, for a far lower cost than the expense of relocating the facility entirely. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No.1 as stated above. ATTACHMENT(S): Gen Siting Aug 12.pptx 390 City of Ames Electric New Thermal Generation Siting Alternatives 1 391 2 Tonight’s Agenda •Siting the new generation units •Siting Criteria •Alternatives •Primary Site •Attributes •Visibility •Supported & Recommended by EUORAB 392 Siting Criteria 1.Proximity to natural gas 1. >= 10 in line 2. >=120 psi 3. 11,000 dtherms when all running 2.Proximity to 161 kV transmission line and/or multiple 3+ 69 kV lines 3.Proximity to Distribution 4.Distance from urban residential areas 5.Visibility from Main street 3 393 Possib le Sites 4 394 Northwest Ames Property - $27.5 million extra cost -Need 161kV / 69kV sub - $10 million -161/69kV transformer - $3 million - 2.5 miles 69kV line in and out - $2.5 million -Gas line- $ 1.5 million -Gas Interconnection? $1.5 million (connecting to NNG line) -Water and Sanitary- $3 million -Purchase Land- 70 acres - $6 million __________________________________________ - Inhibits development opportunities - Major gas line in the area full 5 395 SE 5th Street and Dayton Property- $24 million extra cost -Need 161kV / 69kV sub - $10 million -Transformer to 161/69kV transformer- $3 million - 2.5 miles 69kV line in and out - $2.5 million -Gas line and interconnection- $ 1.5 million -Water - $0.5 million -Purchase Land and demolition - $7 million _____________________________________________________ -Need to purchase 4 different lots to accomplish land size needed - Dayton already congested with transmission South of PVIC Substation Property - $18.5 million extra cost -Need 161kV / 69kV sub - $10 million -Transformer to 161/69kV transformer- $3 million - 2.5 miles 69kV line in and out - $2.5 million -Gas line and interconnection- $ 1.5 million -Water - $0.5 million -Purchase Land - $1 million _____________________________________________________ - fairly far from city center - electric service questions 6 396 Northeast of Target Property - $19 million extra cost -Need 161kV / 69kV sub - $10 million -Gas line and interconnection- $ 1 million -Water and Sanitary- $1 million -Purchase Land – would need to buy 25 acres - $2 million -Land Preparation (in flood plain) – needs to be 3ft above flood line – roughly 6 feet raise. 10 acres = 135,000 cubic yards of dirt + prep for solid base + build access road = $5 million ______________________________________ - This site is very close to current housing - Flood way 7 397 Coal Yard - $0 million extra cost -161kV / 69kV sub –Ames Plant substation -Gas line and interconnection -On site -Water and Sanitary-On site -Purchase Land –already own -Land Preparation –existing CIP for building removal ______________________________________ - Prepping site for generation different than prepping site for sale - Visibility from Main street 8 398 399 400 401 12 402 Sound Vibration Other Issues 13 403 14 New Generation Siting Coal Yard considerations •Save roughly $18+ to $27 million because of existing infrastructure •Performing sound study to accomplish current conditions •Providing design for public tours and interaction •Building and site design McIntosh Reciprocal Engine Plant, Lakeland Electric 404 Question s 15 405 ITEM #:39 DATE:08-12-25 DEPT:ELEC SUBJECT:ENGINEERING SERVICES FOR RECIPROCATING INTERNAL COMBUSTION ENGINE (RICE) ELECTRIC GENERATION FACILITY COUNCIL ACTION FORM BACKGROUND: The City's Electric Utility is in the midst of dynamic changes. The primary fuels used in the City's Power Plant ten years ago (coal and refuse derived fuel) are different from those used today (natural gas and refuse derived fuel), and those anticipated to be used in 2027 (natural gas alone). Increasing demand for electric vehicles and other devices has changed how metering infrastructure and rates are used to manage growth in load. Extreme weather events (e.g., the 2020 derecho) and infrastructure investments by neighboring utilities have presented the need and opportunity for additional electric transmission capabilities. Finally, the City's Climate Action Plan has called for significant changes in how energy is produced to serve Ames customers' needs. In light of these dynamics and considering the infrastructure currently in place to meet the Utility's needs, staff presented a “first-look” of its long-range plan to Council on December 17, 2024. At this meeting, staff presented the results of studies that were performed by Electric staff and engineering consultants, in the areas of Unit Health Assessment, Generation Alternatives, and Generation Optimization. These studies helped determine the expected remaining life of Unit 7 and Unit 8 as well as determine the best technology to replace Unit 7, provide additional capacity for today's load growth, and eventually replace Unit 8. On May 1, 2025, staff issued a Request for Proposals (RFP) to hire an engineering firm to serve as the Utility’s consultant to design a generation plant to meet the short and long-term capacity obligations while also considering operational costs and c h a r act e r ist i cs . The RFP document was posted on AmesBids by the City's Purchasing division. On June 13, 2025, six proposals were received. Proposals were initially evaluated by an evaluation team of City staff based on the five criteria listed below (weights of each category in parentheses): 1. Experience and qualifications of personnel (35%) 2. Capability of providing the requested services (25%) 3. Proposed schedule and timeline (15%) 4. Thoroughness of the proposal (10%) 5. Cost (15%) The total points awarded in each category to the firms by the evaluation team are shown in Table 1 below. The evaluation team scored the proposals on the four qualitative factors only (1-4 from the list above) and did not have access to the cost proposal. The cost was separately scored by Purchasing staff, who did not participate in the scoring on the qualitative factors. 406 Table 1. Initial Scores FIRM EXP & QUAL CAPABILITY PROPOSED SCHEDULE THOROUGHNESS COST (Scored By Purchasing) TOTAL POINTS Sargent & Lundy Chicago, IL 133 85 45 32 23 318 HDR Engineering Omaha, NE 105 75 45 32 30 287 DGR Engineering Rock Rapids, IA 77 60 36 22 43 238 Olsson Lincoln, NE 63 50 36 20 60 229 Zachry Engineering San Antonio, TX 77 50 33 28 40 228 KCL Engineering Iowa City, IA 56 40 36 24 44 200 The firms proposed a considerable range for the estimated hours of work and the overall cost. Table 2, below, reflects the points and ranking from the evaluation process and the estimated hours and costs. Table 2. Cost and Hours Detail FIRM TOTAL POINTS RANK COST HOURS Sargent & Lundy Chicago, IL 318 1 $6,885,000 37,790 HDR Engineering, Inc. Omaha, NE 287 2 $5,250,000 28,101 DGR Engineering Rock Rapids, IA 238 3 $3,899,602 37,928 Olsson Lincoln, NE 229 4 $3,586,000 10,730 Zachry Engineering Corporation San Antonio, TX 228 5 $3,485,000 15,982 KCL Engineering Iowa City, IA 200 6 $2,593,345 9,620 The two highest ranked firms were invited to make presentations to the evaluation team. The presentations were evaluated on: 407 1. Experience (30%) 2. Understanding of the permitting process (20%) 3. Understanding of Ames and our unique needs (20%) 4. The firm's demonstrated approach to meeting the scope of services (20%) 5. The firm's ability to draft specifications that are inviting to contractors (10%) The scores of the evaluation team for each of these evaluation categories are outlined in Table 3, below: Table 3. Presentation Scores FIRM EXP PERMITTING UNDERSTANDING APPROACH SPECS PRESENTATION POINTS Sargent & Lundy Chicago, IL 144 88 68 92 40 432 HDR Engineering, Inc. Omaha, NE 108 84 84 76 38 390 The points from the initial scoring of the proposals were added to the presentation points to determine the final rankings as shown in Table 4, below: Table 4. Final Points and Rankings FIRM TOTAL FINAL POINTS FINAL RANKING Sargent & Lundy Chicago, IL 750 1 HDR Engineering, Inc. Omaha, NE 677 2 After evaluating the proposals, staff determined that the proposal from Sargent & Lundy LLC, Chicago, Illinois is most acceptable. The experience and qualifications of the personnel, along with the significant number of similar projects completed by the firm, best fit the needs of the City. Sargent & Lundy has considerable experience with RICE engines, which sets it apart from other engineering firms for this project. The firm emphasized a thorough approach to the project, including internal checks and balances to ensure that the individual project components align with the overall project objectives. The description of this approach was particularly impressive to the evaluation team. Because of the more thorough approach to the design work, Sargent & Lundy assumed a greater number of staff hours would be involved in completing the scope. Based on the submitted rates and hours, the estimated cost for the Sargent & Lundy contract is $6,885,000. It is important to note that the actual amount of the contract awarded to Sargent & Lundy will be billed on a time and materials basis with a cost-not-to-exceed $6,885,000. It is important to note that invoices will only be paid according to the rates provided, for actual time spent. 408 The majority of this contract will be expended in FY 2025/26 as design and engineering is performed. There is currently a balance of $3,050,000 available in the current fiscal year for this project, consisting of $2,000,000 from the adopted FY 2025/26 budget and $1,050,000 in project savings in FY 2024/25, which will be carried over into FY 2025/26. In addition, the adopted 2025-2030 CIP reflects $7,000,000 in FY 2026/27. This amount is earmarked for building/infrastructure, and staff will draft the 2026-2031 CIP to reflect the portion of this funding that is used for engineering. It is intended to cover these costs from the available balance in the Electric Fund (currently >$50,000,000), and reimburse the Fund when bonds are issued for the entire generation project in FY 2026/27. City Council, during the July 22, 2025 meeting, directed staff to pursue negotiations with Sargent & Lundy LLC, Chicago, Illinois to develop an Engineering Services contract. Staff and Sargent & Lundy have come to an agreement and staff is asking Council to award the contract to Sargent & Lundy. ALTERNATIVES: 1. Award a contract to Sargent & Lundy LLC, Chicago, Illinois, for Engineering Services for Reciprocating Internal Combustion Engine (RICE) Electric Generation Facility, in the amount not-to-exceed $6,885,000. 2. Award a contract to another firm. 3. Reject all proposals. CITY MANAGER'S RECOMMENDED ACTION: The last time Electric Services expanded its baseload generation capacity was in the 1980s. Customer demands have grown, and generation infrastructure has aged since then. Staff has extensively studied the needs, the life assessment of the existing generation, the power production technologies available, and the financial requirements to afford the additions. It is time to add new generation resources to meet utility requirements. Obtaining Engineering services from a consultant with extensive RICE plant experience and capability is crucial for the Electric Services Department to ensure success in building a generation plant that meets the short- and long-term capacity obligations currently facing the utility. Therefore, it is t he recommendation of the City Manager that the City Council adopt Alternative No.1 as stated above. 409 ITEM #:40 DEPT:P&H August 12, 2025 Staff Report S-SMD ZONING DISTRICT TEXT AMENDMENT REQUEST FOR SETBACKS AND DESIGN REQUIREMENTS BACKGROUND: On May 27, 2025, the City Council referred to staff a zoning text amendment request from Jim Gregory and Joan Stein, residents of 129 Washington Avenue (Attachment A). Mr. Gregory is the owner. Mr. Gregory and Ms. Stein are seeking to demolish the existing house and construct a new, expanded home. The property is at the northwest corner of Washington Avenue and S. 2nd Street. The lot is 60 by 170 feet. Mr. Gregory's property is zoned Special Purpose - South Lincoln Sub Area Mixed-Use District (S-SMD). This district was created in 2003, when the neighborhood was rezoned from Highway Oriented Commercial (HOC), Residential High Density (RH), and Special Purpose - Government/Airport (S-GA). The S-SMD zoning district allows for single-family homes, medium density apartments, and commercial uses. The unique zoning district implements specific design requirements intended to make newer, larger buildings compatible with older homes in the area. Staff has had discussions with the owner about the property and the zoning standards. House design concepts from the applicant are included as attachments. The proposed concept could be built within the current zoning standards with only minor adjustments to the design and there would be no loss of usable square footage. Approval of a new house could occur with or without use of the 20% alternative design flexibility allowed within the Code. Despite these comments from staff, Mr. Gregory has requested text amendments to fit the the design of house depicted in the attachments so no modifications would be required. Mr. Gregory desires the following changes for setbacks, roof design, and façade lengths: 1. Adding a line in Table 29.1003(3) allowing for street side yard setbacks to be 15 feet (in lieu of two front yards with with 25 feet of setback for all street frontages). 2. Changing Sec. 29.402(4) (in conjunction with #1) to add S-SMD to the list of exempted zoning districts that are not required to provide the same minimum front yard and street side yard setbacks. 3. Changing the 40-foot primary and secondary façade maximum to 48 feet. 4. Removing the requirement that roofs have at least one or more gable end sections, or at least two or more dormers, facing a street. 410 Although not addressed in the letter, an additional change to the depth or length standard of a recessed facade with a secondary facade would need to be changed from 8 feet to 4 feet to allow for the home design that is attached. SETBACK CHANGES: The front building setback (along Washington Avenue) in S-SMD is 25 feet (Table 29.1003(3)). (There are porch and eave projection exceptions.) The street side setback (along S. 2nd Street) is not stated in the table, but it defaults to a corner lot standard to provide the same front setback on all streets (Sec. 29.402(4)). The 25-foot minimum front setback is a convention in residential zoning districts in Ames and in cities nationwide. A number of residential districts in Ames, including Residential Low Density (RL), Residential Medium Density (RM), and Urban Core Residential Medium Density (UCRM) have the same front yard setback requirement, but have 15-foot minimum setbacks for side yards abutting public rights-of-way. Notably, the S-SMD district requires reduced setbacks along S. 3rd Street of 10-15 feet to implement a neighborhood plan to intensify development along the collector street. The house design is centered upon the 60 foot wide lot. There is 29 feet of building envelope available under the current standards. The house concept is 28 feet wide. The owner wants to build the home in the center of the lot with essentially 16-foot setbacks on each side compared to the code requirements for 25 feet along 2nd Street and 6 feet from the interior north property line. BUILDING FORM CHANGES: S-SMD (Table 29.1003(3)) contains requirements for building form intended to replicate the massing and design of historic homes in the area, including for facade width and roofs. Width: "Width of a primary facade shall be no greater than 40 ft. Width of the secondary facade(s) closest to the street shall be no greater than 40 ft." The owner would like to enclose one of the recessed porches as a three-season porch to have a longer facade. "Recessed facades must be set back at least 8 feet from the primary or secondary facade. A primary facade or secondary facade is permitted but must be separated from other primary or secondary facades along that building face by a recessed facade of at least 24 ft. in length." The current design of the building (Attachment B) has a recessed component that is set back 8 feet in part (the rear porch) but only 4 feet for the remainder (the garage). Roofs: "All buildings shall have gable roofs, with a minimum roof pitch of 6:12 rise to run. All buildings shall have roofs with at least one or more gable end sections, or at least two or more dormers, facing a street. These features match those of older existing homes in the area." 411 Mr. Gregory has a gabled end facing Washington, but he would also be required to add two dormers to the roof design along 2nd Street. These could be located anywhere along the roof. OPTIONS: 1. Accept an application by Mr. Gregory for text amendments to S-SMD consistent with the description in this report. These changes will modify for all development in the district: a. the setbacks, b. the building form width requirements, and c. the roof requirement. 2. Accept an application by Mr. Gregory for text amendments to S-SMD consistent with the description in this report, but only for single and two-family homes for: a. the setbacks, b. the building form width requirement, and c. the roof requirement. 3. Direct staff to create a text amendment for a new Exception for a Minor Area Modification process to allow for minor deviations from the S-SMD requirements by Zoning Board of Adjustment approval. 4. Take no action on the request. 5. Defer action to a future Redirection Area Sub-Area Plan. STAFF COMMENTS: The S-SMD zoning district was created as part of an implementation of an area plan for the neighborhood. The unique requirements for the district are intended to help protect existing residential development while allowing for a gentle transition to a more dense and mixed-use neighborhood. The area is designated as a Redirection Area within Ames Plan 2040 and planned for an update of the overall sub-area plan of the neighborhood some time in the future. However, a sub-area plan is not a prioritized project at this time and the scope of review and standards has not been discussed. The building form requirements are intended to mimic the historic building form of the area. The intent was to prevent buildings from having massing that overwhelms the existing character. The setbacks are larger for corner lots assuming larger buildings would be built. The roof requirements are also intended to reference the historic residential character of the neighborhood. Solar panels are allowed regardless of the roof design features, but two dormers would be required per the requirements. Two dormers does not materially changes the ability to have solar with the proposed home concept and does break up the long roof surface of the structure From staff's review of the current standards and the attached home design concept there is not a compelling problem with the existing standards that preclude development of homes in this area. The proposed changes are preferences for different 412 standards that may or may not be significant to the area. City Council did not prioritize this area in the P&H workplan for review and a new sub- area plan at its last update earlier this year. If City Council allows for a text amendment process to proceed, it would need to identify if any outreach is needed beyond public hearing notification to all the property owners of the pending change. If outreach and engagement by staff is desired by the City Council, prioritizing such a process would be needed. ATTACHMENT(S): Attachment A - Text Amendment Request.pdf Attachment B - Proposed Site Plan.pdf Attachment C - Building Drawings.pdf 413 1 Hall, Renee From:Jim Gregory <jim.g@bikesatwork.com> Sent:Tuesday, May 13, 2025 10:42 AM To:City Council and Mayor Subject:South Lincoln Mixed-Use District text amendments request [External Email] We have lived and operated our small business in the South Lincoln neighborhood for 24 years. We would like to replace our exisƟng home with a new all-electric, energy-efficient house, garage, and shop powered by solar panels. The buildings would be built along Universal Design principles to allow us to live out our remaining years in this highly walkable neighborhood. Current zoning regulaƟons, however, restrict our ability to build such a building on our lot. AŌer meeƟng with the Planning Department, we request four text amendments to make it easier to build on corner lots like ours in our neighborhood. The text amendments are necessary due to development paƩerns in our neighborhood since it was rezoned from Urban Core ResidenƟal Medium Density (UCRM) to the South Lincoln Sub Area MulƟ-Use District (S-SMD) in 2004. This zoning designaƟon was craŌed to encourage the area's development as a walkable, mixed-use neighborhood while sƟll retaining it's original character. When the district's development standards were draŌed, it was assumed that the long, narrow lots common in the neighborhood would be consolidated into larger lots, their buildings torn down, and larger buildings built upon them. For that reason, the S-SMD development standards treat primary facades (those adjacent to the front yard and facing a street) and secondary facades (the porƟon of a building adjacent to a side yard on a corner lot and facing a street) largely the same. It also imposes new regulaƟons, like a maximum facade width and a minimum recessed facade setback, so the new, (presumably) larger buildings would beƩer match the character of the exisƟng neighborhood. But other than the Bridge Home projects on S. Sherman Ave and the proposed PUD on S. 4th St, no new large buildings have been built on consolidated lots. Instead, most redevelopment has occurred as either infill development or improvements to exisƟng buildings on single lots. These investments have made property owners of these lots less willing to combine their lots with adjacent lots and build larger buildings. This has created a problem for "orphaned" corner lot owners like us in the district. Under the neighborhood's previous UCRM zoning, redeveloping single corner lots would be completely feasible. The secondary facades setback under UCRM regulaƟons is much lower than than primary facades (15' vs 25'). There are also no restricƟons on secondary facade width, or depth and width of recessed facades. Under S-SMD regulaƟons, redeveloping these corner lots is much more difficult. Most exisƟng corner lot buildings are not compliant with S-SMD because their secondary facade setbacks are too short. This makes improvements or addiƟons to the exisƟng buildings impracƟcal--any new addiƟons would require large offsets from the exisƟng secondary facade to meet the S-SMD development standards. Tearing down and replacing the orphaned corner lot buildings is also impracƟcal because the setback requirements make the buildable area too small. One corner lot in the neighborhood is so narrow that a new two-story building under exisƟng S-SMD regulaƟons could be no wider than 9' and it's secondary facade no longer than 40'. On another lot, any new building could be no wider than 19'. 414 2 To make development on the remaining corner lots more pracƟcal, we recommend the following text amendments to the South Lincoln Mixed Use District zoning regulaƟons: 1. Add "15 Ō. for side lot line abuƫng public right-of-way on a corner lot" under "Minimum Building Setbacks - Side Lot Line" in Table 29.1003(3). This change is copied from the original UCRM regulaƟons. Note that this would only effect corner properƟes on S. 2nd St and S. 4th St in the neighborhood, as properƟes bordering the north and south sides of S. 3rd St are already subject to a 10' and 15' build-to line, respecƟvely. 2. Change Sec. 29.402(4) from: "Through Lots and Corner Lots. On through lots, and corner lots with two or more abuƫng streets, except lots within the RL, RM, and UCRM Zoning Districts, the required front setback shall be provided on all streets." to: "Through Lots and Corner Lots. On through lots, and corner lots with two or more abuƫng streets, except lots within the RL, RM, UCRM, and S-SMD Zoning Districts, the required front setback shall be provided on all streets." This change is necessary to allow the first text amendment to take effect. 2. Change the "Building Form - Width" secƟon in table Table 29.1003(3) from: "Width of a primary facade shall be no greater than 40 Ō. Width of the secondary facade(s) closest to the street shall be no greater than 40 Ō. Recessed facades must be set back at least 8 feet from the primary or secondary facade. A second primary facade or secondary facade is permiƩed but must be separated from other primary or secondary facades along that building face by a recessed facade of at least 24 Ō. in length." to: "Width of a primary facade shall be no greater than 40 Ō. Width of the secondary facade(s) closest to the street shall be no greater than 48 Ō. Recessed facades must be set back at least 8 feet from the primary facade. A second primary facade or secondary facade is permiƩed but must be separated from other primary or secondary facades along that building face by a recessed facade of at least 24 Ō. in length." Adding 8' to the secondary facade length makes it possible to add a main-level bedroom to an exisƟng building. Removing the secondary facade setback distance makes it possible to add an aƩached garage. 3. Remove the porƟon of secƟon "Building Form - Roofs " in Table 29.1003(3) that reads "All buildings shall have roofs with at least one or more gable end secƟons, or at least two or more dormers, facing a street." This eliminates the need to add a dormer or gable to a secondary facade, a feature rarely found in the original neighborhood's buildings, opƟmizing roof space for solar panels. These suggested amendments will encourage further development in the neighborhood without compromising its character. We urge their adopƟon. Jim Gregory and Joan Stein 129 Washington Ave Ames, IA 50010 415 3 -Jim -- Jim Gregory Bikes At Work Inc. www.bikesatwork.com 129 Washington Ave, Ames, IA 50010 515-233-6120 ~ sent from my pedal-powered computer (www.pedalpc.com) ~ 416 417 ATTACHMENT C Building Elevations & Perspective Drawings View from Washington Avenue (Facing West) View from the North (Facing South) 418 View from S. 2nd Street (Facing North) View from the Alley (Facing East) 419 ITEM #:41 DEPT:FIRE August 12, 2025 Staff Report FIRE STATION #2 RELOCATION - NET-ZERO READY VERSUS NON NET-ZERO READY BACKGROUND: Ames Fire Station #2 is located at 132 Welch Avenue, at the intersection of Chamberlain Street and Welch Avenue. The station, which was built in 1966, is a single story, 5,500 square foot, three apparatus bay station. The current facility presents significant operational challenges, including access difficulties for fire apparatus and outdated facilities that no longer meet fire service requirements. The size of the lot and corresponding design of the fire station do not allow for drive-through access into the station, requiring apparatus to back into the fire station upon returning to the station in the midst of heavy pedestrian and vehicle traffic. Therefore, it is now appropriate to take steps to replace this station with a modern facility that incorporates the best practices for emergency response services and improves fire department response times. Staff has identified land owned by Iowa State University on the west side of State Avenue as an appropriate site for a relocated Station #2. To accomplish this project, the University will need to approve a long-term lease for the land on which to construct a new fire station. The specific location of the new fire station will be coordinated with the University to avoid unnecessary impacts to the property. This location will also improve the Fire Department's overall average response times to the total city. After construction of the new Fire Station #2 is completed, the existing fire station could be sold and the proceeds used to help reduce the amount of property taxes needed to pay the principal and interest on the bonds issued to finance the project. The existing fire station was built with funding from the City and Iowa State University. In discussions with Iowa State, administrators have expressed support to allow ISU's proceeds from the sale to be used to offset the cost of the new station. On April 22, 2025, the City Council approved a contract for schematic and design development with Brown Watford Architects (BRW), of College Station, Texas. The new facility is anticipated to be a single-story, four-bay fire station capable of accommodating an aerial platform apparatus. In this initial phase, the consultant is providing the City: 1. A schematic design and design development for the construction of the new fire station which includes a conceptual design with floor plans and elevations; 2. A preliminary cost estimate based on metrics of the City and the number of projected 420 calls, equipment and staff needs; and 3. A timeline with milestones for the project to provide sufficient information to seek a bond referendum as soon as in November 2025 should the City Council prioritize Fire Station #2 as the next capital improvement that should be pursued. NET-ZERO READY VERSUS NON NET- ZERO READY: One of the suggested Six Big Moves highlighted in the City's Climate Action Plan is to construct all new City buildings to Net-Zero Ready standards. A Net-Zero Ready building incorporates all of the features necessary to make it net zero with the addition of a renewable energy system (i.e., solar panels) in the future. Prior to making a final decision related to this issue and finalizing the schematic plans, the consultant was to provide an incremental cost for a Net-Zero Ready building. To provide the incremental costs, the consultant has prepared three cost estimates for review: 1) a Non Net- Zero building, 2) a Net-Zero-Capable building, and 3) a Net-Zero Ready building. Non Net-Zero Ready Building The Non Net-Zero Ready building would be a traditional building, designed and constructed to adopted codes, with mechanical systems housed in an attic or mezzanine to reduce the overall square footage. The Non Net-Zero building would still have a more robust HVAC system compared to a typical commercial building to accommodate individual temperatures in sleeping quarters. The roof will be designed to allow for the installation of solar panels. Net-Zero Capable Building The Net-Zero Capable building would have an additional square footage to accommodate future installation geothermal heating and cooling, upgraded mechanical equipment on the main floor, and room for installation of future upgrades to electrical systems. Net-Zero Ready Building The Net-Zero Ready building would have the additional square footage, the geothermal heating and cooling installed, upgraded mechanical systems installed, upgraded electrical systems installed, and would meet Net-Zero if solar panels were installed. The following table shows the construction cost of three options. These are 2025 construction costs, and this does not include other items for the total project, such as Architectural/Engineering fees, third-party testing, and furniture and fixture equipment. Building Construction Type Total Cost Building Square Ft.*Cost per sf Non-Net-Zero $7,985,137 14,000 $570 Net-Zero Capable $8,432,013 14,810 $569 Net-Zero Ready $9,061,654 14,810 $612 * The current Fire Station #2 is 5,500 square feet and Fire Station #3 is 7,340 square feet. It should be noted that the estimated cost shown above to construct Fire Station #2 to a Net-Zero Ready status includes $317,947.97 to build to an LEED Silver status. The 421 Council will have to decide whether or not to pursue this standard. In addition, BRW has estimates that the cost to install solar panels on the roof of the station would cost an additional $725,000. Since the two Net Zero options shown (Net-Zero Capable and Net-Zero Ready) would require more square footage in the interior of the building, there would not be an opportunity to have that as an alternate during bidding. The increase in square footage is due to the weight and complexity of moving this to a mezzanine. However, Geothermal with the Net-Zero Capable could be bid as an alternate. OPTIONS: 1. Direct staff to have the architect design a Net-Zero Ready building. 2. Direct staff to have the architect design a Net-Zero Capable building. 3. Direct staff to have the architect design the building a Non Net-Zero building. 4. Direct staff to come back with more information before final direction is given. STAFF COMMENTS: In order to proceed with the schematic design of the new Fire Station, the City Council must first give direction to the architect as to which of the first three options listed above should be pursued. It should be emphasized that the cost estimates listed above do not include an option for utilizing an air source heat pump system. ATTACHMENT(S): Ames Cost Estimate 8 1 25 Net Zero Ready Minimum-EDIT.pdf Ames Cost Estimate 7 31 25 No Net Zero - edit.pdf Ames Cost Estimate 8 1 25 Net Zero-edit.pdf 422 AMES FIRE STATION NO. 2 8/1/2025 STATEMENT OF PROBABLE CONSTRUCTION COST - NET ZERO READY - MINIMUM GROSS SQ FT: 14,810 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 1 - GENERAL REQUIREMENTS $724,298 General Conditions & Expenses GSF 14,810 $15.84 $234,590 Overhead & Profit GSF 14,810 $25.41 $376,322 Insurance GSF 14,810 $3.04 $44,963 Payment & Performance Bonds GSF 14,810 $4.62 $68,422 DIVISION 2 - DEMOLITION $0 See Civil Cost Estimate LS 1 $0.00 $0 DIVISION 3 - CONCRETE $614,259 Slab on Grade with Footings SF 12,732 $39.60 $504,187 Concrete Floor Deck SF 4,075 $13.20 $53,790 Ground & Polished Concrete Finish SF 9,475 $5.94 $56,282 DIVISION 4 - MASONRY $719,566 12" Concrete Masonry Units SF 9,815 $26.40 $259,116 8" Concrete Masonry Units SF 703 $23.76 $16,703 Stone and Brick Veneer SF 9,734 $43.56 $424,013 Cast Stone Trim LF 230 $85.80 $19,734 DIVISION 5 - METALS $460,746 Structural Steel GSF 14,810 $6.60 $97,746 Miscellaneous Steel GSF 14,810 $5.28 $78,197 Standing Seam Metal Roof SF 17,980 $15.84 $284,803 DIVISION 6 - WOODS, PLASTICS, AND COMPOSITES $524,154 Rough Carpentry (Wood Blocking & Misc. Framing) GSF 14,810 $2.64 $39,098 Wood Trusses (Certified Sourced Wood) GSF 14,810 $7.26 $107,521 Wood Framing (Certified Sourced Wood) GSF 14,810 $11.22 $166,168 Attic Floor Decking SF 412 $1.98 $816 Wood Soffit SF 7,506 $10.56 $79,263 Interior Architectural Woodwork (Cabinets & Shelving) LF 280 $290.40 $81,312 Quartz Countertop SF 278 $92.40 $25,687 Solid Surface Countertop LF 160 $151.80 $24,288 423 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 7 - THERMAL AND MOISTURE PROTECTION $462,228 2" Mineral Fiber Insulation (Exterior Walls) SF 9,210 $3.30 $30,393 Composite Nail-Base Insulated Roof Sheathing SF 17,980 $4.62 $83,068 4" R-14.8 Spray Foam Insulation (Exterior Walls) SF 9,210 $4.29 $39,511 4" R-26 Spray Foam Insulation (Roof) SF 11,040 $4.95 $54,648 Gypsum Sheathing SF 9,200 $1.70 $15,666 Fluid-Applied Bituminous Dampproofing SF 710 $1.98 $1,406 Modified Bituminous Sheet Air Barrier SF 3,525 $3.30 $11,633 Plastic Film Air Barrier SF 7,570 $1.98 $14,989 Sub-foundation Vapor Barrier SF 14,331 $0.33 $4,729 Fiber Cement Siding SF 11,439 $10.56 $120,796 Composition Shingle Roof SF 0 $7.39 $0 Roofing Underlayment SF 17,980 $3.30 $59,334 Roof Accessories, Gutters & Downspouts LF 316 $19.80 $6,257 Metal Flashing & Trim LS 1 $13,200.00 $13,200 Joint Sealants LS 1 $6,600.00 $6,600 DIVISION 8 - OPENINGS $623,963 Hollow Metal Frames EA 57 $363.00 $20,691 Hollow Metal Doors EA 18 $792.00 $14,256 Flush Wood Doors EA 26 $429.00 $11,154 Access Doors LS 1 $3,168.00 $3,168 Four-fold Doors EA 8 $47,520.00 $380,160 Aluminum Storefront Doors EA 1 $1,980.00 $1,980 Exterior Aluminum Storefront SF 1,530 $99.00 $151,470 Interior Aluminum Storefront SF 175 $26.40 $4,620 Custom Glass Mirrors SF 166 $18.48 $3,068 Door Hardware EA 44 $759.00 $33,396 DIVISION 9 - FINISHES $377,290 Gypsum Board Walls & Furr downs GSF 14,810 $7.00 $103,611 Suspended Gypsum Board Ceilings SF 2,800 $7.00 $19,589 Porcelain Floor Tile SF 2,000 $17.16 $34,320 LVT SF 7,200 $7.92 $57,024 Acoustical Ceiling Tiles SF 2,600 $7.26 $18,876 Acoustical Insulation GSF 14,810 $0.79 $11,730 Rubber Wall Base LF 1,600 $13.20 $21,120 Painting GSF 14,810 $6.73 $99,701 Rubber Flooring SF 536 $21.12 $11,320 424 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 10 - SPECIALTIES $74,983 Interior Room Signage EA 49 $59.40 $2,911 Exterior Illuminated Signage EA 2 $9,240.00 $18,480 Building Plaque EA 1 $3,300.00 $3,300 Toilet Partitions LS 1 $7,920.00 $7,920 Corner Guards EA 15 $52.80 $792 Toilet Accessories LS 1 $11,880.00 $11,880 Fire Protection Specialties LS 1 $3,696.00 $3,696 Lockers EA 20 $237.60 $4,752 Turnout Gear Lockers EA 21 $924.00 $19,404 Aluminum Sunscreens & Canopies SF 0 $132.00 $0 Flagpoles EA 1 $1,848.00 $1,848 DIVISION 11 - EQUIPMENT $30,314 Gas Range EA 1 $13,919.40 $13,919 Refrigerator EA 2 $2,508.00 $5,016 Microwave EA 1 $950.40 $950 Dishwasher EA 1 $1,584.00 $1,584 Undercounter Ice Maker EA 1 $3,036.00 $3,036 Equipment Installation LS 1 $2,640.00 $2,640 Stainless Steel Countertops SF 48 $66.00 $3,168 DIVISION 12 - FURNISHINGS $12,130 Window Roller Shades EA 13 $316.80 $3,120 Entrance Mats SF 170 $69.96 $9,010 DIVISION 14 - CONVEYING EQUIPMENT $0 Holeless Hydraulic Elevator EA 0 $101,640.00 $0 DIVISION 21 - FIRE SUPPRESSION $58,648 NFPA 13 Fire Suppression System GSF 14,810 $3.96 $58,648 DIVISION 22 - PLUMBING $410,978 Water, Sewer, Natural Gas, Compressed Air GSF 14,810 $27.75 $410,978 DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING $833,063 VRV System, Ductwork, Exhaust Fans, Louvers GSF 14,810 $56.25 $833,063 Geo- Thermal DIVISION 26 - ELECTRICAL $688,651 Power & Lighting GSF 14,810 $40.26 $596,251 Lightning Protection System LS 1 $13,200.00 $13,200 Generator & Automatic Transfer Switch LS 1 $79,200.00 $79,200 Upgraded power demand LS 1 $0 Photovoltaics Panels, Batteries, Panels, Computer System LS 1 425 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 28 - FIRE ALARM $24,437 Fire Detection & Alarm System GSF 14,810 $1.65 $24,437 DIVISION 31 - EARTHWORK $445,964 Site Grading GSF 90,215 $3.50 $315,572 Building Pad $0.00 $0 Storm Water Pollution and Erosion Control LS 1 $11,880.00 $11,880 Termite Treatment SF 14,331 $0.07 $946 DIVISION 32 - EXTERIOR IMPROVEMENTS $824,303 8" Concrete Paving SF 19,670 $9.24 $181,751 *8" Concrete Paving (Intersection and Drive) SF 34,580 $9.24 $319,519 6" Concrete Paving SF 1,504 $7.26 $10,919 4" Concrete Sidewalk SF 1,884 $6.60 $12,434 *4" Concrete Sidewalk (Intersection) SF 2,722 $6.60 $17,965 Concrete Curbs LF 1,905 $10.56 $20,117 *Concrete Curbs (Intersection) LF 985 $10.56 $10,402 Pavement Markings & Striping LS 1 $2,904.00 $2,904 *Pavement Markings & Striping (Intersection) LS 1 $3,960.00 $3,960 Ornamental Metal Fencing & Gates LF 518 $330.00 $170,940 Masonry Screening Walls LF 16 $132.00 $2,112 Irrigation LS 1 $23,760.00 $23,760 Landscaping LS 1 $47,520.00 $47,520 DIVISION 33 - UTILITIES $120,000 Stormwater, Water, Sewer, Natural Gas, Comm. LS 1 $120,000.00 $120,000 BUILDING SUBTOTAL $8,029,972 COST PER SQUARE FOOT $542 USGBC LEED Silver GSF 14,810 $0.00 OWNERS AND CONSTRUCTION CONTINGENCY (5%)$401,499 PROBABLE CONSTRUCTION COST $8,432,013 COST PER SQUARE FOOT $569 OWNER PROVIDED ITEMS & SERVICES (Not Included in Construction Cost) Architectural/Engineering Fees Construction Materials Testing Radio & Antenna Systems Data & Communications Equipment (Servers, Computers, Printers, TVs & Phones) Applicances & Equipment Movable Furniture & Matresses Weight/Exercise Equipment Cookware, Dishes, & Utensils Utilities & Connection Fees (Water and Electric) Utilities & Connection Fees (Electric) Project Management Services 426 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL 427 AMES FIRE STATION NO. 2 7/30/2025 STATEMENT OF PROBABLE CONSTRUCTION COST - NO NET ZERO GROSS SQ FT: 14,000 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 1 - GENERAL REQUIREMENTS $684,684 General Conditions & Expenses GSF 14,000 $15.84 $221,760 Overhead & Profit GSF 14,000 $25.41 $355,740 Insurance GSF 14,000 $3.04 $42,504 Payment & Performance Bonds GSF 14,000 $4.62 $64,680 DIVISION 2 - DEMOLITION $0 See Civil Cost Estimate LS 1 $0.00 $0 DIVISION 3 - CONCRETE $574,583 Slab on Grade with Footings SF 11,932 $39.60 $472,507 Concrete Floor Deck SF 3,469 $13.20 $45,794 Ground & Polished Concrete Finish SF 9,475 $5.94 $56,282 DIVISION 4 - MASONRY $623,850 12" Concrete Masonry Units SF 9,815 $26.40 $259,116 8" Concrete Masonry Units SF 703 $23.76 $16,703 Stone and Brick Veneer SF 7,604 $43.56 $331,230 Cast Stone Trim LF 196 $85.80 $16,801 DIVISION 5 - METALS $412,664 Structural Steel GSF 14,000 $6.60 $92,400 Miscellaneous Steel GSF 14,000 $5.28 $73,920 Standing Seam Metal Roof SF 15,552 $15.84 $246,344 DIVISION 6 - WOODS, PLASTICS, AND COMPOSITES $495,143 Rough Carpentry (Wood Blocking & Misc. Framing) GSF 14,000 $2.64 $36,960 Wood Trusses (Certified Sourced Wood) GSF 14,000 $7.26 $101,640 Wood Framing (Certified Sourced Wood) GSF 14,000 $11.22 $157,080 Attic Floor Decking SF 351 $1.98 $694 Wood Soffit SF 6,390 $10.56 $67,481 Interior Architectural Woodwork (Cabinets & Shelving) LF 280 $290.40 $81,312 Quartz Countertop SF 278 $92.40 $25,687 Solid Surface Countertop LF 160 $151.80 $24,288 428 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 7 - THERMAL AND MOISTURE PROTECTION $415,745 2" Mineral Fiber Insulation (Exterior Walls) SF 7,604 $3.30 $25,093 Composite Nail-Base Insulated Roof Sheathing SF 15,552 $4.62 $71,850 4" R-14.8 Spray Foam Insulation (Exterior Walls) SF 7,604 $4.29 $32,621 4" R-26 Spray Foam Insulation (Roof) SF 11,040 $4.95 $54,648 Gypsum Sheathing SF 7,832 $1.70 $13,337 Fluid-Applied Bituminous Dampproofing SF 604 $1.98 $1,197 Modified Bituminous Sheet Air Barrier SF 3,001 $3.30 $9,903 Plastic Film Air Barrier SF 6,445 $1.98 $12,761 Sub-foundation Vapor Barrier SF 13,324 $0.33 $4,397 Fiber Cement Siding SF 10,815 $10.56 $114,203 Composition Shingle Roof SF 0 $7.39 $0 Roofing Underlayment SF 15,552 $3.30 $51,322 Roof Accessories, Gutters & Downspouts LF 269 $19.80 $5,327 Metal Flashing & Trim LS 1 $13,200.00 $12,486 Joint Sealants LS 1 $6,600.00 $6,600 DIVISION 8 - OPENINGS $620,135 Hollow Metal Frames EA 55 $363.00 $19,965 Hollow Metal Doors EA 16 $792.00 $12,672 Flush Wood Doors EA 26 $429.00 $11,154 Access Doors LS 1 $3,168.00 $3,168 Four-fold Doors EA 8 $47,520.00 $380,160 Aluminum Storefront Doors EA 1 $1,980.00 $1,980 Exterior Aluminum Storefront SF 1,530 $99.00 $151,470 Interior Aluminum Storefront SF 175 $26.40 $4,620 Custom Glass Mirrors SF 166 $18.48 $3,068 Door Hardware EA 42 $759.00 $31,878 DIVISION 9 - FINISHES $359,507 Gypsum Board Walls & Furr downs GSF 14,000 $7.00 $97,944 Suspended Gypsum Board Ceilings SF 2,800 $7.00 $19,589 Porcelain Floor Tile SF 2,000 $17.16 $34,320 LVT SF 6,800 $7.92 $53,856 Acoustical Ceiling Tiles SF 2,600 $7.26 $18,876 Acoustical Insulation GSF 14,000 $0.79 $11,088 Rubber Wall Base LF 1,384 $13.20 $18,266 Painting GSF 14,000 $6.73 $94,248 Rubber Flooring SF 536 $21.12 $11,320 429 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 10 - SPECIALTIES $74,864 Interior Room Signage EA 47 $59.40 $2,792 Exterior Illuminated Signage EA 2 $9,240.00 $18,480 Building Plaque EA 1 $3,300.00 $3,300 Toilet Partitions LS 1 $7,920.00 $7,920 Corner Guards EA 15 $52.80 $792 Toilet Accessories LS 1 $11,880.00 $11,880 Fire Protection Specialties LS 1 $3,696.00 $3,696 Lockers EA 20 $237.60 $4,752 Turnout Gear Lockers EA 21 $924.00 $19,404 Aluminum Sunscreens & Canopies SF 0 $132.00 $0 Flagpoles EA 1 $1,848.00 $1,848 DIVISION 11 - EQUIPMENT $30,314 Gas Range EA 1 $13,919.40 $13,919 Refrigerator EA 2 $2,508.00 $5,016 Microwave EA 1 $950.40 $950 Dishwasher EA 1 $1,584.00 $1,584 Undercounter Ice Maker EA 1 $3,036.00 $3,036 Equipment Installation LS 1 $2,640.00 $2,640 Stainless Steel Countertops SF 48 $66.00 $3,168 DIVISION 12 - FURNISHINGS $12,130 Window Roller Shades EA 13 $316.80 $3,120 Entrance Mats SF 170 $69.96 $9,010 DIVISION 14 - CONVEYING EQUIPMENT $0 Holeless Hydraulic Elevator EA 0 $101,640.00 $0 DIVISION 21 - FIRE SUPPRESSION $55,440 NFPA 13 Fire Suppression System GSF 14,000 $3.96 $55,440 DIVISION 22 - PLUMBING $388,500 Water, Sewer, Natural Gas, Compressed Air GSF 14,000 $27.75 $388,500 $23.31 DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING $787,500 VRV System, Ductwork, Exhaust Fans, Louvers GSF 14,000 $56.25 $787,500 Geo- Thermal $47.25 DIVISION 26 - ELECTRICAL $656,040 Power & Lighting GSF 14,000 $40.26 $563,640 Lightning Protection System LS 1 $13,200.00 $13,200 Generator & Automatic Transfer Switch LS 1 $79,200.00 $79,200 Upgraded power demand LS 1 $0 Photovoltaics Panels, Batteries, Panels, Computer System LS 1 430 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 28 - FIRE ALARM $23,100 Fire Detection & Alarm System GSF 14,000 $1.65 $23,100 DIVISION 31 - EARTHWORK $445,874 Site Grading GSF 90,215 $3.50 $315,572 Building Pad $0.00 $0 Storm Water Pollution and Erosion Control LS 1 $11,880.00 $11,880 Termite Treatment SF 13,324 $0.07 $879 DIVISION 32 - EXTERIOR IMPROVEMENTS $824,303 8" Concrete Paving SF 19,670 $9.24 $181,751 *8" Concrete Paving (Intersection and Drive) SF 34,580 $9.24 $319,519 6" Concrete Paving SF 1,504 $7.26 $10,919 4" Concrete Sidewalk SF 1,884 $6.60 $12,434 *4" Concrete Sidewalk (Intersection) SF 2,722 $6.60 $17,965 Concrete Curbs LF 1,905 $10.56 $20,117 *Concrete Curbs (Intersection) LF 985 $10.56 $10,402 Pavement Markings & Striping LS 1 $2,904.00 $2,904 *Pavement Markings & Striping (Intersection) LS 1 $3,960.00 $3,960 Ornamental Metal Fencing & Gates LF 518 $330.00 $170,940 Masonry Screening Walls LF 16 $132.00 $2,112 Irrigation LS 1 $23,760.00 $23,760 Landscaping LS 1 $47,520.00 $47,520 DIVISION 33 - UTILITIES $120,000 *Stormwater, Water, Sewer, Electrical, Comm. LS 1 $120,000.00 $120,000 Coordinate with the City of Ames BUILDING SUBTOTAL $7,604,375 COST PER SQUARE FOOT $543 USGBC LEED Silver GSF 14,000 $0.00 OWNERS AND CONSTRUCTION CONTINGENCY (5%)$380,219 PROBABLE CONSTRUCTION COST $7,985,137 COST PER SQUARE FOOT $570 OWNER PROVIDED ITEMS & SERVICES (Not Included in Construction Cost) Architectural/Engineering Fees Construction Materials Testing Radio & Antenna Systems Data & Communications Equipment (Servers, Computers, Printers, TVs & Phones) Applicances & Equipment Movable Furniture & Matresses Weight/Exercise Equipment Cookware, Dishes, & Utensils Utilities & Connection Fees (Water and Electric) Utilities & Connection Fees (Electric) Project Management Services 431 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL 432 AMES FIRE STATION NO. 2 8/1/2025 STATEMENT OF PROBABLE CONSTRUCTION COST - NET ZERO GROSS SQ FT: 14,810 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 1 - GENERAL REQUIREMENTS $724,298 General Conditions & Expenses GSF 14,810 $15.84 $234,590 Overhead & Profit GSF 14,810 $25.41 $376,322 Insurance GSF 14,810 $3.04 $44,963 Payment & Performance Bonds GSF 14,810 $4.62 $68,422 DIVISION 2 - DEMOLITION $0 See Civil Cost Estimate LS 1 $0.00 $0 DIVISION 3 - CONCRETE $614,259 Slab on Grade with Footings SF 12,732 $39.60 $504,187 Concrete Floor Deck SF 4,075 $13.20 $53,790 Ground & Polished Concrete Finish SF 9,475 $5.94 $56,282 DIVISION 4 - MASONRY $719,566 12" Concrete Masonry Units SF 9,815 $26.40 $259,116 8" Concrete Masonry Units SF 703 $23.76 $16,703 Stone and Brick Veneer SF 9,734 $43.56 $424,013 Cast Stone Trim LF 230 $85.80 $19,734 DIVISION 5 - METALS $460,746 Structural Steel GSF 14,810 $6.60 $97,746 Miscellaneous Steel GSF 14,810 $5.28 $78,197 Standing Seam Metal Roof SF 17,980 $15.84 $284,803 DIVISION 6 - WOODS, PLASTICS, AND COMPOSITES $524,154 Rough Carpentry (Wood Blocking & Misc. Framing) GSF 14,810 $2.64 $39,098 Wood Trusses (Certified Sourced Wood) GSF 14,810 $7.26 $107,521 Wood Framing (Certified Sourced Wood) GSF 14,810 $11.22 $166,168 Attic Floor Decking SF 412 $1.98 $816 Wood Soffit SF 7,506 $10.56 $79,263 Interior Architectural Woodwork (Cabinets & Shelving) LF 280 $290.40 $81,312 Quartz Countertop SF 278 $92.40 $25,687 Solid Surface Countertop LF 160 $151.80 $24,288 433 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 7 - THERMAL AND MOISTURE PROTECTION $462,228 2" Mineral Fiber Insulation (Exterior Walls) SF 9,210 $3.30 $30,393 Composite Nail-Base Insulated Roof Sheathing SF 17,980 $4.62 $83,068 4" R-14.8 Spray Foam Insulation (Exterior Walls) SF 9,210 $4.29 $39,511 4" R-26 Spray Foam Insulation (Roof) SF 11,040 $4.95 $54,648 Gypsum Sheathing SF 9,200 $1.70 $15,666 Fluid-Applied Bituminous Dampproofing SF 710 $1.98 $1,406 Modified Bituminous Sheet Air Barrier SF 3,525 $3.30 $11,633 Plastic Film Air Barrier SF 7,570 $1.98 $14,989 Sub-foundation Vapor Barrier SF 14,331 $0.33 $4,729 Fiber Cement Siding SF 11,439 $10.56 $120,796 Composition Shingle Roof SF 0 $7.39 $0 Roofing Underlayment SF 17,980 $3.30 $59,334 Roof Accessories, Gutters & Downspouts LF 316 $19.80 $6,257 Metal Flashing & Trim LS 1 $13,200.00 $13,200 Joint Sealants LS 1 $6,600.00 $6,600 DIVISION 8 - OPENINGS $623,963 Hollow Metal Frames EA 57 $363.00 $20,691 Hollow Metal Doors EA 18 $792.00 $14,256 Flush Wood Doors EA 26 $429.00 $11,154 Access Doors LS 1 $3,168.00 $3,168 Four-fold Doors EA 8 $47,520.00 $380,160 Aluminum Storefront Doors EA 1 $1,980.00 $1,980 Exterior Aluminum Storefront SF 1,530 $99.00 $151,470 Interior Aluminum Storefront SF 175 $26.40 $4,620 Custom Glass Mirrors SF 166 $18.48 $3,068 Door Hardware EA 44 $759.00 $33,396 DIVISION 9 - FINISHES $377,290 Gypsum Board Walls & Furr downs GSF 14,810 $7.00 $103,611 Suspended Gypsum Board Ceilings SF 2,800 $7.00 $19,589 Porcelain Floor Tile SF 2,000 $17.16 $34,320 LVT SF 7,200 $7.92 $57,024 Acoustical Ceiling Tiles SF 2,600 $7.26 $18,876 Acoustical Insulation GSF 14,810 $0.79 $11,730 Rubber Wall Base LF 1,600 $13.20 $21,120 Painting GSF 14,810 $6.73 $99,701 Rubber Flooring SF 536 $21.12 $11,320 434 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 10 - SPECIALTIES $74,983 Interior Room Signage EA 49 $59.40 $2,911 Exterior Illuminated Signage EA 2 $9,240.00 $18,480 Building Plaque EA 1 $3,300.00 $3,300 Toilet Partitions LS 1 $7,920.00 $7,920 Corner Guards EA 15 $52.80 $792 Toilet Accessories LS 1 $11,880.00 $11,880 Fire Protection Specialties LS 1 $3,696.00 $3,696 Lockers EA 20 $237.60 $4,752 Turnout Gear Lockers EA 21 $924.00 $19,404 Aluminum Sunscreens & Canopies SF 0 $132.00 $0 Flagpoles EA 1 $1,848.00 $1,848 DIVISION 11 - EQUIPMENT $30,314 Gas Range EA 1 $13,919.40 $13,919 Refrigerator EA 2 $2,508.00 $5,016 Microwave EA 1 $950.40 $950 Dishwasher EA 1 $1,584.00 $1,584 Undercounter Ice Maker EA 1 $3,036.00 $3,036 Equipment Installation LS 1 $2,640.00 $2,640 Stainless Steel Countertops SF 48 $66.00 $3,168 DIVISION 12 - FURNISHINGS $12,130 Window Roller Shades EA 13 $316.80 $3,120 Entrance Mats SF 170 $69.96 $9,010 DIVISION 14 - CONVEYING EQUIPMENT $0 Holeless Hydraulic Elevator EA 0 $101,640.00 $0 DIVISION 21 - FIRE SUPPRESSION $58,648 NFPA 13 Fire Suppression System GSF 14,810 $3.96 $58,648 DIVISION 22 - PLUMBING $410,978 Water, Sewer, Natural Gas, Compressed Air GSF 14,810 $27.75 $410,978 DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING $833,063 VRV System, Ductwork, Exhaust Fans, Louvers GSF 14,810 $56.25 $833,063 Geo- Thermal Well Field, pumps, header, etc. LS 1 $490,000 DIVISION 26 - ELECTRICAL $925,482 Power & Lighting GSF 14,810 $52.20 $773,082 Lightning Protection System LS 1 $13,200.00 $13,200 Generator & Automatic Transfer Switch LS 1 $79,200.00 $79,200 Upgraded power demand LS 1 $60,000 435 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL DIVISION 28 - FIRE ALARM $24,437 Fire Detection & Alarm System GSF 14,810 $1.65 $24,437 DIVISION 31 - EARTHWORK $445,964 Site Grading GSF 90,215 $3.50 $315,572 Building Pad $0.00 $0 Storm Water Pollution and Erosion Control LS 1 $11,880.00 $11,880 Termite Treatment SF 14,331 $0.07 $946 DIVISION 32 - EXTERIOR IMPROVEMENTS $824,303 8" Concrete Paving SF 19,670 $9.24 $181,751 *8" Concrete Paving (Intersection and Drive) SF 34,580 $9.24 $319,519 6" Concrete Paving SF 1,504 $7.26 $10,919 4" Concrete Sidewalk SF 1,884 $6.60 $12,434 *4" Concrete Sidewalk (Intersection) SF 2,722 $6.60 $17,965 Concrete Curbs LF 1,905 $10.56 $20,117 *Concrete Curbs (Intersection) LF 985 $10.56 $10,402 Pavement Markings & Striping LS 1 $2,904.00 $2,904 *Pavement Markings & Striping (Intersection) LS 1 $3,960.00 $3,960 Ornamental Metal Fencing & Gates LF 518 $330.00 $170,940 Masonry Screening Walls LF 16 $132.00 $2,112 Irrigation LS 1 $23,760.00 $23,760 Landscaping LS 1 $47,520.00 $47,520 DIVISION 33 - UTILITIES $180,000 *Stormwater, Water, Sewer, Electrical, Comm. LS 1 $180,000.00 $180,000 Coordinate with the City of Ames BUILDING SUBTOTAL $8,326,803 COST PER SQUARE FOOT $562 USGBC LEED Silver GSF 14,810 $317,947.79 OWNERS AND CONSTRUCTION CONTINGENCY (5%)$416,340 PROBABLE CONSTRUCTION COST $9,061,654 COST PER SQUARE FOOT $612 ADD ALTERNATES $725,000 Photovoltaics Panels, Batteries, Panels, Computer System LS 1 $725,000 *if photovoltaics are not used, geothermal cost will increase OWNERS AND CONSTRUCTION CONTINGENCY ADD ALTERNATES (5%)$36,275 PROBABLE CONSTRUCTION COST (WITH ADD ALTERNATES) $9,822,929 COST PER SQUARE FOOT (WITH ADD ALTERNATES) $663 OWNER PROVIDED ITEMS & SERVICES (Not Included in Construction Cost) Architectural/Engineering Fees Construction Materials Testing Radio & Antenna Systems Data & Communications Equipment (Servers, Computers, Printers, TVs & Phones) 436 DIVISION / DESCRIPTION UNIT QUANTITY COST/UNIT COST SUB TOTAL Applicances & Equipment Movable Furniture & Matresses Weight/Exercise Equipment Cookware, Dishes, & Utensils Utilities & Connection Fees (Water and Electric) Utilities & Connection Fees (Electric) Project Management Services 437 ITEM #:42 DATE:08-12-25 DEPT:P&H SUBJECT:ZONING TEXT AMENDMENT TO ELIMINATE 10% OPEN SPACE SET- ASIDE WITHIN THE PUD OVERLAY FOR SINGLE-FAMILY ATTACHED HOUSING COUNCIL ACTION FORM BACKGROUND: On June 24, 2025, the City Council considered a request to initiate a zoning text amendment to facilitate infill housing opportunities by modifying the 10% open space set aside requirement for Planned Unit Developments (PUD). The request was made by the developer proposing a 16 unit project on S 4th Street that is on this same agenda. Approval of the proposed text amendment is needed for approval of the proposed project. The Council reviewed the history of the PUD Overlay and 10% set-aside requirement before allowing for the developer to apply for a zoning text amendment to eliminate the 10% standard in relation to single-family attached infill PUD projects. The PUD Overlay is zoning district that is combined with a base zoning district. The base zoning district sets out allowed uses and the PUD Overlay allows for flexibility in a variety of design standards to facilitate innovative, high quality, and desirable housing that otherwise may not be feasible within the base zoning district. The Overlay includes design principles for review of projects and standards that are applicable to a proposed project. Currently, the PUD Overlay includes a mandatory 10% common open space standard regardless of site size. Not all base zones include an open space standard, but the PUD Overlay requires the open space regardless. City Council recently allowed for use of PUD Overlays on sites less than 2 acres to facilitate infill development. One primary interest for infill PUDs was to support ownership housing options for single family housing, including single- family attached (townhome style) housing. The concern with the 10% standard on infill sites is if it impacted the viability of small single-family attached housing projects that intended to create individual lots rather than common owned area that is typical of rental or condos units. The proposed text amendment simply adds a sentence exempting single-family attached infill housing from the 10% standard. It does not create any additional requirement or substitution standards. The proposed change does not eliminate other open space and amenity requirements for larger projects and non-single family attached infill housing. Each PUD proposal is still subject to case by case review to determine if the project meets the purpose statements of a PUD. The City Council will need to make a specific finding for a proposed PUD that it "Provide for a variety of private and common open space areas corresponding to smaller lot sizes along with providing amenities for larger developments." 438 PLANNING AND ZONING COMMISSION The Commission held a public hearing at its July 16 meeting. Two members of the public were in attendance for the proposed 4th Street PUD project and the related text amendment. Comments were focused on the 4th Street project and tangentially related to concerns about density and overcrowding of a site if there is not open space. No direct comments on the general open space standards were made by the public. The Commission discussed the trade offs and other options for modifying standards for common or private open space before voting 6-0 to approve the elimination of the 10% requirement. ALTERNATIVES: 1. Approve on first reading an ordinance to eliminate the 10% open space set aside PUD Overlay standard for infill single-family attached housing. 2. Modify the text and approve on first reading an ordinance to change 10% open space set aside PUD Overlay standard. 3. Refer this item back to staff for more information. 4. Deny the requested text amendment. CITY MANAGER'S RECOMMENDED ACTION: Staff supports the concept of supporting townhome development on individual lots with changes to the open space standard. Staff believes that small projects do not necessitate set asides in all cases because projects may not otherwise include open space requirements with typical infill base zones, common area can be a burden to small HOAs, and in some cases other open space or parks are available for use nearby compared to development on the periphery of the city. Therefore, it is the recommendation of the City Manger that the City Council approve Alternative 1, as described above. It should be noted that the approval process of the PUD would still require findings of support related to the PUD purpose and have to address providing appropriate combinations of private and common open space on a case-by-case basis. ATTACHMENT(S): DRAFT ordinance for removing open space requirements for single family dwelling infill projects.pdf 439 ORDINANCE NO. _____________ AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY AMENDING SECTION 29.1114(5) THEREOF, FOR THE PURPOSE OF ELIMINATING PUD OVERLAY 10% COMMON AREA OPEN SPACE STANDARD REQUIREMENT FOR SINGLE FAMILY ATTACHED DWELLING INFILL PROJECTS, REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by amending Section 29.1114(5) as follows: “Sec. 29.1114 “PUD” PLANNED UNIT DEVELOPMENT OVERLAY DISTRICT * * * (5) Supplemental Development Standards. Property that is zoned PUD shall be developed in accordance with the Zone Supplemental Development Standards listed in Table 29.1114(5) below, except Alternative Design approvals of 29.1502(7) or Pocket Neighborhood compatibility standards have priority over Development Standards if there is a conflict: Table 29.1114 (5) Planned Unit Development Overlay District (PUD) Supplemental Development Standards SUPPLEMENTAL DEVELOPMENT STANDARDS PUD ZONE . . .. . . Common Open Space and Amenities purpose of the proposed open space must be set forth in the plan. The land provided for common open space must be improved for its intended purpose, and readily accessible to residents. Provide for the ownership and maintenance of the common open space. Phasing of improvements shall be clearly described in the development plans and may be required to be set forth in a legally binding instrument. Infill projects consisting of Single Family Attached Dwellings are exempt from this common open space requirement. Clubhouse, roof deck patios, and similar community amenities may be credited toward the open space requirement. Developments exceeding 50 dwelling units shall provide for usable open space and amenities to serve the residents of the development which may include a combination of common area and private usable yard areas located outside front yard setbacks. 440 SUPPLEMENTAL DEVELOPMENT STANDARDS PUD ZONE courts, are sufficiently provided for as an alternative. . . . . . . * * *.” Section Two. All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. Passed this day of , 2025. ______________________________________ _______________________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. ______________, passed by the City Council of said City at the meeting held on ______________________and signed by the Mayor on ___________________________, and published in the Ames Tribune on ___________________________. ___________________________________________ Renee Hall, City Clerk 441 ITEM #:43 DATE:08-12-25 DEPT:P&H SUBJECT:REZONING TO ADD A PLANNED UNIT DEVELOPMENT OVERLAY (PUD) TO THE SOUTH LINCOLN MIXED USE DISTRICT (S-SMD) BASE ZONING WITH A MAJOR SITE DEVELOPMENT PLAN AND PRELIMINARY PLAT FOR 16 UNITS AT 400 SOUTH 4TH STREET COUNCIL ACTION FORM BACKGROUND: JJR Holdings, LLC and SRM Holdings, LLC are requesting a rezoning from South Lincoln Mixed Use District (S-SMD) to South Lincoln Mixed Use District (S-SMD) with a Planned Unit Development (PUD), Major Site Development Plan, and a Preliminary Plat for South 4th Commons located at 400 South 4th Street. The parcel is located on the south side of 4th Street. It is 1.27 acres and previously contained five dwellings that were demolished in 2018. Note, there is an accompanying zoning text amendment related to PUD Overlay open space standards as a separate item on the agenda. (See Attachment A for Location & Zoning Map). Surrounding land to the north, west, and east is zoned South Lincoln Mixed Use District (S- SMD). To the south the land is zoned Residential High Density (RH). S-SMD includes unique standards focused on low and medium density housing types with design standards that emphasize architectural treatments similar to older existing bungalow style housing. The area is characterized by older smaller homes and more modern redevelopment apartment housing, much of which predates the current zoning. Surrounding the site is a mix of single-family detached, duplex and small apartment buildings, including apartment buildings flanking the site to the east and west. The applicant’s proposal is for a 2-story single-family attached townhome style development with 16 dwellings. The buildings will be configured as two attached units with each unit on their own lot. Each unit will have three bedrooms. Each unit will have a two-car garage with a full or partial driveway. There will be eight total buildings on the site, each building containing two townhome units. Units along S. 4th will have their front door facing the street. This site will be accessed via a private street, Juniper Street, aligned with Washington Avenue. The private street extends east-west serving the units for garage and driveway access. The private street is in an outlot to be maintained by a Homeowners Association. A sidewalk will be integrated with the private streets along the east and north side of the streets. No on site guest parking is provided outside of the individual driveways. On-street parking on S 4th is available for visitor parking, no on- site visitor parking is provided for with the proposal. The applicant’s narrative of the project and its relationship to the rezoning request is included as Attachment B. PUD OVERLAY: 442 The proposed rezoning to a PUD allows for flexibility in certain development standards such as setbacks and lot sizes, which supports different housing types and densities that otherwise may not be achievable under the base zoning. The S-SMD base zone will remain applicable to the site for minimum and maximum density, uses, height, and side perimeter lot line setbacks. The MSDP accompanying the PUD request will be the controlling plan for development of the site upon approval of the PUD, including site features for the pedestrian walkways, landscaping, building design, layout, setbacks, and open space features. (see Attachment C for excerpts). The Preliminary Plat (see Attachment D – Preliminary Plat Excerpt) controls for lot layout, private street, and public improvements, including curb improvements for 4th street curb cuts, intended to serve the individual lots. Per the accompanying text amendment, no common open space is proposed with the project, there are only private lots and the private street HOA lot. Lots will range from 2,096 square feet to 4,688 square feet, where a minimum of 3,500 is required in the base zone. All units in the north row will have a 20-foot setback from the edge of the private streets to the front of the garages. The south row of units will have a 20-foot setback from the edge of the private street to the front of the garage. Setbacks from the garages to the lot line with the private street for the south row will range from 14’ to 16’. In this case, the PUD was proposed in support of a townhome design on individual lots with private streets. The density is 12.49 units per acre. The S-SMD standards would allow potentially up to 8 townhome units on this site facing South 4th Street under base zone standards with no PUD. However, the PUD standards allow for a private street, which allows for 16 units to be designed on site by utilizing the internal street as frontage for a second row of 8 townhome units. The unit count is within the maximums permissible between the allowable housing types of the zoning district. Note that although each unit is on an individual lot, it can be either owner or renter occupied depending on the decision of the property owner. The PUD allows for more housing units than would otherwise be permitted in an attached single-family townhome style without the PUD flexibility. With the increased development density, staff prioritized fronting units along S. 4th Street as the driver for the site design and to utilize rear garage access off the internal street. This approach removed driveways from the front yards and maintains street continuity and parking. In addition the Private Street, the PUD Overlay can permit deviations from zoning when compatibility standards are met (See Addendum for Findings and Standards). The proposed PUD primarily allows for more individually platted lots than would otherwise be infeasible under base zone requirements as a result of decreased minimum lot areas for the townhome units, internal lot line setbacks, and setbacks. Certain deviations are needed to configure the site as townhomes on individual lots compared to apartment buildings. A review of the requested deviations are listed in the attached Addendum. Two unique deviations for the overall site layout include the 4th Street front yards and the south property line rear yard setbacks of the site. The front yard would typically be 25 feet, however, the PUD allows the reduction of the front yard setback along the street when it 443 include pedestrian oriented design elements and is found to be context sensitive to the surroundings. The project includes a requested 10-foot setback from the front lot line with South 4th Street, with a an additional stoop encroachment. This provides a direct walk up presence with reduced front yard setback that is not otherwise found in the immediate neighborhood. The South 4th Street design is critical to success of the project being context sensitive. The architectural treatments meet the minimums of design for the PUD and the S-SMD for differentiated roofline, dormer, and covered entries. The front façade design of the north row of townhomes with garages on the backside of the homes helps to enhance the presence of the homes in the neighborhood. Additionally, walk up townhomes along a street can be a justification for a front yard reduction as they are not the largest buildings in the neighborhood as larger apartment buildings are located to the east and west on the same side of the street and elsewhere in the neighborhood. 4th Street will also include planting of trees potentially in the front yard or park strip, overhead power lines limit the size and specie types. Staff supports a reduction of the front setback to either the 10 feet as proposed or to a 15-foot setback alternative, if it is determined by the City Council to be more in character with the area and to allow for more open yard area for tree planting. To increase the front setback along 4th, internal dimensions could be adjusted without a substantial redesign of the project. The front setback was a topic of discussion during the P&Z meeting. The second unique deviation is for the south property line. A unique rear yard perimeter deviation is also requested. The south row of homes has rear setbacks of 15 feet where 25 feet would be required. Perimeter setbacks can only deviate in unique situations, including topographic. The subject site sits well above the RH apartments to the south. Apartment garages are located along the south property line and the apartments are set further into the site. With the 15 foot setback some units have a small rear yard area that may be usable for a patio, or sitting and grill area. However, other units require retaining walls to compensate for the slope and do not have usable rear yards within the 15 foot setback. Overall, staff supports the rear yard reduction as unique topographic condition, and the use is compatible with the uses to the south. If the setback was increased for the south property line, adjustments to internal dimensions for driveways would be needed. With the PUD the developer desires to include encroachments with the approval. Encroachments up to four feet for covered stoops on the north units along South 4th Street are proposed. Architectural projections are typically allowed, however it requires approval of the encroachment with the PUD because of design requirements of the PUD and modification of the front building setback. Mechanical unit encroachments will occur in the side yards of units as well. For all deviations, setbacks, lot area, FAR, etc. the PUD compatibility standards are required to be met. These are further discussed in the addendum. They require that the homes have appropriate design and orientation of entrances in addition to overall site design principles. Staff believes the front unit designs have achieved the minimum design requirements in support of the project and the requested deviations. 444 OPEN SPACE AREA TEXT AMENDMENT: The City Council initiate an applicant request for a text amendment to the Open Space requirement regarding infill townhome PUD sites. The text amendment will remove the requirement for PUD’s less than 2-acres to have to provide open space equal to 10% of the gross lot area. The applicant requested the text amendment in support of the proposed layout, there is no usable common open space in the design as all area is within private lots. Some excess areas in an easement exists at the west side of the site, but it alone does not equal 10% of the site area and this area is currently included primarily within the individual lots. All home sites currently include a driveway apron and some include usable private rear or side yard space. The proposal does not dedicate any specific open space for the development as a result of the text amendment being drafted. If the text amendment is not approved as proposed, the project layout would have to be modified. The project would either have to lose 1 to 2 dwelling units or consider attaching more units together to eliminate internal side yards that could then be added to common areas. PLANNING & ZONING COMMISSION: At the July 16th Planning & Zoning Commission meeting the Commission reviewed the proposed PUD with Site Plan and Preliminary Plat. Four community members attended the meeting. The Developers engineer representative also attended. The public in attendance expressed concerns over traffic as well as density and the proposed setback deviations did not match neighboring existing development. One individual was pleased that the vacant lot was being developed but expressed concern over the proposed number of units and the setback. Another attendee also expressed concern that too many rules were being waived through this process and that standards should be adhered to for construction of new housing as is allowed within in the base zoning district. The Commission reviewed the proposal and discussed the open space attributes of the site. The setback deviations were discussed by the Commission and how the 10 feet and projecting stoop fit on the lot and the area. One Commissioner articulated they preferred that the setback be required to be at least 15 feet to have more front yard area. However, another member didn't believe the reduced setback was an issue since the street is less busy and dead ends to the east. One member did state some concern over density but believed that ultimately the added housing was more important. The Planning & Zoning Commission voted 5-1 to recommend approval of the proposed PUD Site Plan and Preliminary Plat to City Council. ALTERNATIVES: 1. The City Council can approve on first reading the rezoning to S-SMD with a PUD Overlay for 400 South 4th Street with the attached: a. Planned Unit Development (PUD) Major Site Development Plan; and b. Preliminary Plat 445 2. The City Council can approve with modifications or conditions to the rezoning to S-SMD with a PUD Overlay for 400 South 4th Street and include a 15-front yard setback to the 4th Street façade with a modified site design and plat to reduce the rear row driveways by 5 feet to accommodate the additional setback, subject to updating of plans prior to the third reading for the: a. Planned Unit Development (PUD) Major Site Development Plan; and b. Preliminary Plat 3. The City Council can deny the rezoning to S-SMD with a PUD Overlay for 400 South 4th Street. 4. The City Council may defer action on this request and refer it back to City staff and/or the applicant for additional information. CITY MANAGER'S RECOMMENDED ACTION: Staff finds that the proposed Rezoning to a Planned Unit Development (PUD) with a Major Site Development Plan and Preliminary Plat complies with the underlying base zone standards within the allowances of the PUD Overlay, including the deviations identified on the site plan and described within the addendum. In this case the PUD allows for more single-family attached housing units than would otherwise be permitted under base zone standards without the PUD flexibility. The design orientation of units fronting S. 4th Street was a priority for staff with the layout of the site along with prioritizing townhome style units over apartment building options. The project takes advantage of reduced front and rear yard setbacks to accommodate the site layout. Although no common area is provided, some units include private outdoor space to address the PUD principles. Additional private space or greater setback could be provided with reduced internal driveway depths for the units if the requested deviations for setbacks or yard area is not deemed adequate. However, the project can be found to meet the PUD standards should the City Council approve the open space text amendment that precede this agenda item. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1, thereby approving the request for Rezoning to S-SMD with a PUD, and Major Site Development Plan, and Preliminary Plat for South 4th Commons. ATTACHMENT(S): 400 S 4th Street Rezoning.docx Attachments A-G.pdf ADDENDUM 4th St PUD.docx 446 DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER Prepared by: City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105 Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010 ORDINANCE NO. AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA; REPEALING ALL ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND ESTABLISHING AN EFFECTIVE DATE BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa; Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in Section 29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing the boundaries of the districts established and shown on said Map in the manner authorized by Section 29.1507 of the Municipal Code of the City of Ames, Iowa, as follows: That the real estate, generally located 400 S 4th Street rezoned to Mixed Use District (S-SMD). Real Estate Description: Clarks Subdivision Outlot A Parcel G, Lots 2-6 Section 2: All other ordinances and parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. Section 3: This ordinance is in full force and effect from and after its adoption and publication as provided by law. ADOPTED THIS day of , . Renee Hall, City Clerk John A Haila, Mayor 447 1 Attachment A- Location & Zoning Map 448 2 Attachment B- Applicants Narrative. Justin Moore, City Planner & Kelly Diekmann, City Director City of Ames 515 Clark Avenue Ames, IA 50010 Re: Rezoning Request for South 4th Commons On behalf of JJR Holdings LLC, please find the following information in support of the proposed development: 1. Reason for Rezoning Request The rezoning is requested to allow for the development of residential duplex units. Rezoning to PUD will provide the flexibility needed to thoughtfully design the site in a way that is both compatible with the surrounding neighborhood and responsive to modern housing needs. 2. Consistency with Ames Plan 2040 This proposal is consistent with the Ames Plan 2040, particularly in supporting infill development within established residential neighborhoods. The subject property is currently zoned RN-2; however, the PUD designation will allow us to align the project more closely with the RN-5 zoning found directly south of the site. The proposed transition supports the Plan’s goals of providing diverse housing options, increasing residential density where appropriate, and making efficient use of existing infrastructure. 3. Proposed Use The intended use for the site is multifamily residential, specifically the development of duplex-style units that meet the growing demand for attainable housing in Ames. The design will be tailored to blend with the surrounding neighborhood while offering high- quality living spaces for residents. 449 3 Attachment C- PUD Site Plan- Excerpt 450 4 Attachment C Cont.- Elevations 451 5 Attachment D- Preliminary Plat- Excerpt 452 6 Attachment E- Ames Plan 2040- Land Use 453 7 Attachment F- Ames Plan 2040- Redirection Description 454 8 Attachment G- Code Sections- S-SMD & PUD Standards 455 9 456 10 457 11 458 12 459 13 460 14 461 ADDENDUM GENERAL DEVELOPMENT STANDARDS Parking All units contain three bedrooms and a two -car garage. A minimum of two parking spaces is required. Because required parking is in the garge, the driveways are not counted as parking spaces. However, the 20 foot driveway depth for the north row of homes al igns with minimum vehicle dimensions and ensures the sidewalk is not encroached upon by pared vehicle in a driveway. The south 15-foot driveway is not formally recognized as meeting parking dimensions. Although no on site guest parking exists, it is estimated that five parking spaces are available along the south side of South 4th Street with the street frontage improvements of the project to remove old driveway approaches. Approval of private streets requires consideration of adequacy of guest parking, staff believes as designed the availability of public parking is adequate without on-site private guest parking on site. Streets and Traffic The private street aligns with Washington Avenue intersection. The private street must meet specifications of the Subdivision Code for paving thickness and durability. Private streets are allowed to have reduced widths and modified turnaround compared to public streets. Maintenance of private street is the obligation of the property owners. A certification by the engineer of record of the as-built is required at the time of final plat to ensure it meets specifications. A 5-foot sidewalk is being provided on the north side of the interior private street connecting northward to the public sidewalk system along South 4th Street. S-SMD Density The 16 unit project has a density of 12.59 units per gross acre. The S-SMD includes no specific density standard, but instead relies on a minimum lot size based on housing type. It also includes maximum apartment building size and a floor area ratio limits to control overall development intensity. S-SMD requires a minimum of 3,500 square feet for each end unit of single-family attached. At 3,500 per unit, 15.8 units would be allowed. If more units were attached the density allowance could increase. Apartment dwelling density would be much higher. Based upon the range of allowed densities, the proposed 16 unit is in conformance with development levels planned for the site, even with the deviations needed to accommodate 16 bi-attached single family units. Landscaping and Screening Street Trees are proposed along the internal private street that meet spacing requirements typical of a public street. No front yard formal landscaping is required for single family attached units. Due to power lines along the frontage, street trees would 462 be difficult to add to the frontage. The reduced front yards do not accommodate large tree plantings, but other decorative planting could be installed. Signs and Lighting Lighting is proposed along the private streets in 3 locations. Also, each home will have a small light near the front entrance on the south row of units and at the rear entrance near the garages on the north row of units. No lighting will be installed on the north side of the north row of units facing 4th Street. The lighting output has been reviewed to ensure all City light output standards are met. Infrastructure South 4th Street will provide access into the subdivision. A Private internal street, Juniper Street will extend from South 4th Street and provide vehicular access to all of the units on site. Water and Sewer can be extended on site from South 4 th Street. Electric is available on site. Four existing curb cuts along 4th Street serving the property will be closed off as part of the development as a new single curb cut for the new entrance will be done with construction. The cuts are remaining from the former single-family homes that existed here many years ago. The developer is also responsible for relocating some underground electrical line and updating the transformer location along the west and southwest portion of the site. An electric light pole may also need to be moved a short distance to accommodate the new single entrance to the site. Stormwater Management All City Stormwater Management standards have been met. The development will discharge into the exiting City Stormwater Management system. Public Works has reviewed the Stormwater Management Plan and approved. REQUESTED DEVIATIONS, COMPATIBILITY STANDARDS, AND PUD FINDINGS AND PURPOSE Excerpts of the S-SMD development standards are listed in Tables 29.1003(3) and excerpts of the PUD Standards in 29.1114(5) of the Zoning Ordinance in Attachment G. The PUD Overlay allows with a Master Plan for deviations that are identified as part of the Plan. The following table lists the requested deviations to permit the proposed configuration of townhomes. Standard Base Zone Requirement Requested Deviation Front Perimeter Setback with South 4th Street 25 feet 10 feet Front Setback from private street South Row of Units 25 feet 5 feet (minimum 20 feet to garage door) Side Setback Without Party Wall (internal to project) 8 feet 5 feet 463 Rear Setback Without Party Wall (internal and external*) 25 feet 15 feet Driveway From Garage to Private Street Lot on South Row Of Homes 20 feet 15 feet Minimum Lot Area Exterior Units (Interior allows 1800, but no units are interior) 3,500 square feet 2,096 square feet (Lot 4) Floor Area Ratio Maximum of 75% Aprox. 85% smallest lot *15 feet from south property line due to topographic conditions. **Encroachments permitted per MSDP with 4-foot stoop, and allowed for mechanical equipment in the side yards, subject to building permit approval. Certain features of the buildings are permitted to encroach on setbacks without deviations under the Zoning Ordinance’s allowed extensions into required setbacks. Architectural features at first-floor building entrances, such as the covered stoops on the units along South 4th Street, are typically permitted to encroach into a required front yard setback up to 8 feet. The proposed covered stoops will encroach 4 feet into the setback. This means the covered stoops will be 6 feet from the public sidewalk along South 4th Street. The encroachment must be expressly stated with the PUD approval. PUD DESIGN STANDARDS (6.) Compatibility Standards. Minimum lot area, lot width, lot frontage, setback, and maximum site coverage requirements may be reduced to provide for a variety of dwelling types. Any such modification to the Zoning District requirements must be noted on the Master Plan. Due to the concentration of dwelling units that will occur if these dimensional requirements are reduced, the following compatibility standards are required: a. Garages and Driveways. Garages and off-street parking areas must be located so that they do not define the front façade of the dwelling. This standard is met when a garage does not protrude forward from the front façade or the front entry is setback typically no more than 12 feet to the front door and includes the required entrance design requirements. City Council may approve a development on through-lots without meeting this standard when it is determined to be impracticable for the home design and street types. The development must include adequate right -of-way and driveway spacing to accommodate parking and street trees. The width of driveways may need to be reduced and garages setback an adequate distance to accommodate these elements. Shared driveways are encouraged to address street design goals. Alley or private rear lane access is also an option. The garages are located on the south side of the north row of units that face South 4th Street. The garages on the backside of the north row of units protrude from the rear entrance by 13 feet. The garages on the south row 464 of units that face the internal private street protrude from the front door to the units by 12 feet. b. Entrances. Main entrances to dwelling units must be clearly identifiable and accessible to the owner and visitors. The main entrance must be demarcated by one of the following: covered porch or stoop; sidelight windows; or other significant architectural treatment that emphasizes main entrances. Main entrances shall be directly connected to the pedestrian circulation system of the development. The north units that face South 4th Street have covered stoops that project 4 feet from the front door and are 6 feet wide. A sidewalk will connect from the entrances to the main sidewalk system along South 4th Street. The south row of units have front doors that face the internal private street. A sidewalk on the north side of the private street connects to a sidewalk along the entrance of the site that connects to the South 4th Street sidewalk which provides access for the residents in the south row of units to connect to the public sidewalk along 4th Street. c. Massing. Multi-family buildings proposed abutting single-family and or two- family buildings should be of a scale, massing, window proportions, and architectural style that is compatible with abutting lower density residential development. Not applicable, not multi-family buildings. d. Commercial. Commercial buildings shall have main entrances that are clearly identifiable and accessible. The buildings will be oriented towards the street or towards a pedestrian/bicycle corridor. Not applicable. e. Pocket Neighborhood. Not applicable. PUD Overlay Purpose. Sec. 29.1114(1) outlines the intent of a Planned Unit Development. Staff finds that the proposed development complies with the standards: (a) Provide for innovative and imaginative development through flexibility in the design, placement of buildings, clustering of housing types, use of open space, and related site and architectural design considerations; The development uses the PUD to cluster the units in two rows with a private street in the middle on individual lots to facilitate additional townhome units compared to individual conforming lots or an apartment building. The designs emphasize the 465 fronts of units along S. 4th Street. Some units include private usable space. (b) Increase the stock of diverse housing types for a variety of income levels; The townhomes will be three-bedrooms and located on individual lots so that they may be owner-occupied. This is a diverse type of ownership housing for the City that is not as commonly found. (c) Promote efficient land use and infrastructure construction, while maintaining high- quality living environments for privacy, architectural interest, streetscape, walkability, and open spaces for private and common use; Each townhome on the north row of units will have some small walkout space in the rear next to the driveways. The south row of units will have back doors that open to rear yards. The southwest and s outheast corners of the site have slopes that are being stabilized with retaining walls. The walls are 5 -6 feet in height. Street trees are proposed on the property line of each lot along the private street as well as along South 4th Street to the north. A sidewalk on the north side of the private street connects to a sidewalk along the entrance of the site that connects to the South 4 th Street sidewalk. (d) Provide for a variety of private and common open space areas corresponding to smaller lot sizes along with additional amenities for larger developments; The development allows for some small area of private space near the entrances to the units next to the garages. The developer prioritized driveway apron space for each home as extra space for residents compared to yard area. (e) Encourage and preserve opportunities for energy efficient development; and The development of the townhomes will provide single-family attached homes in a style that provides infill housing in an existing neighborhood. This style of housing does not require the extension of new infrastructure and thus provides housing where it would have been historically expected and can take advantage of existing transportation lines and infrastructure which avoids additional vehicular trip times reducing long term carbon footprint. lines. The townhomes will also be designed to the latest energy code. Rooftop solar could be installed if desired. The internal private street will include street trees for relief and shading. (f) Encourage context-sensitive infill development. The scale and mass of the townhomes is similar to what can be found in the general nearby neighborhood and in the S -SMD district. The façade design and 466 roof line add aesthetic value that can be expected in the zone and neighborhood. The reduced front yard setback will provide more of a close walk-up presence to the street than other homes in the area. However, staff believes that the aesthetic value and lack of garages facing the street justify the requested reduced front yard setbacks with encroaching covered stoops. Findings of Fact. Sec. 29.1114(3) sets out the findings required in order to approve a rezoning with PUD. Staff makes the following findings of fact. (a) The Zoning District and Overlay are consistent with the comprehensive plan. The Redirection designation focuses on areas of existing neighborhoods with a variety of current uses that includes scattered low and medium density residentia l and potentially other mixed uses in existing neighborhoods such is the surrounding neighborhood here. S-SMD is compatible with the Redirection designation. (b) The property on which the PUD is requested has a residential zoning of RL, RM, UCRM, RH, FS-RL, FS-RM, S-SMD, or is concurrently proposed to be changed to one of these Zoning Districts. The property is currently zoned S-SMD which is permitted to have a PUD applied to it. (c) The design of the commercial area is compatible with the overall PUD design concept and integrated into the development. No commercial element is proposed. (d) The existing and proposed infrastructure is sufficient in design and capacity to support the project with water, sanitary sewer, storm drainage, streets and other transportation related facilities. Infrastructure is adequate to serve the site. Water, sanitary sewer, electric, and storm sewer are all available from South 4th Street. (e) The PUD Master Plan includes interconnected pedestrian and bicycle circulation routes to the surrounding areas and within the development. Sidewalk connections are provided from the front doors of the north row of units facing South 4th Street to the public sidewalk along South 4th Street. A sidewalk on the north side of the private street connects to a sidewalk along the entrance of the site that connects to the South 4 th Street sidewalk which provides access for the residents in the south row of units to connect to the public sidewalk along 4th Street. 467 (f) The proposed PUD Master Plan is consistent with the requirements of this ordinance and all deviations, exceptions, and limitations stated on the Master Plan are clear, identifiable, and necessary in support of the design concept and the purpose statements of the overlay. The applicant’s narrative and Major Site Development Plan illustrate the requested deviations. Compatibility standards for granting deviations are met. (g) The proposed PUD Master Plan is in harmony with the purpose of the overlay. A Major Site Development Plan was submitted in lieu of a Master Plan. The site plan illustrates the layout of the proposed homes, private streets and pedestrian connections. (h) Findings for approval of a Master Plan with a PUD Overlay rezoning may be deferred, when the City Council initiates a property rezoning. Not applicable. REZONING BACKGROUND: Legal Description. Clarks Subdivision Outlot A Parcel G, Lots 2-6 Current Zoning and Land Use. The property is currently zoned South Lincoln Mixed Use District (S-SMD) and previously contained detached single-family dwellings. It is now vacant. Surrounding Zoning and Land Use. Land uses that occupy the subject property and other surrounding properties are described in the following table. Direction from Subject Property Existing Primary Land Uses and Zoning Districts Subject Property Vacant – South Lincoln Mixed Use (S-SMD) North Single-Family & Small Apartment Residential – South Lincoln Mixed Use (S-SMD) East Single-Family & Apartment Building — South Lincoln Mixed Use (S-SMD) South Apartment Building — Residential High Density (RH) West Single-Family & Apartment Building — South Lincoln Mixed Use (S-SMD) Ames Plan 2040. The Ames Plan 2040 Future Land Use Map designation for the property is Redirection (Redir) (see Attachment E- Future Land Use Map Excerpt). Plan 2040 describes the designation as focused on evaluation of development and redevelopment 468 options for the broad area, likely requiring a sub -area or neighborhood plan. This was previously done in 2003 for this area, but the area is planned for reevaluation in the future of the old plan meeting future needs. In the interim current zoning applies. Attachment F includes the excerpt of Plan 2040 for the Redirection designation, including a full description of characteristics. Proposed Zoning. The S-SMD zone is intended to accommodate attached townhomes and to serve as a mix of residential styles and densities along with some limited mixed use commercial development. The zone allows detached and attached single -family homes, two-family dwellings, and apartments of 18 units or less. Infrastructure. Infrastructure is available to serve the site. Extensions of water and sanitary sewer mains onto the site from South 4th Street will occur with the development. All streets are proposed to be private. Findings of Fact. Based upon an analysis of the proposed rezoning and laws pertinent to the proposed map amendment, staff makes the following findings of fact: 1. The subject property is owned by JJR Holdings, LLC and SRM Holdings, LLC. The rezoning request applicant statement is included as Attachment B. 2. Ames Municipal Code Section 29.1507(1) allows the property owner to initiate an amendment to the Official Zoning Map. 3. The proposed rezoning is consistent with the designation of Redirection as identified on the Ames Plan 2040 Future Land Use Map. 4. The proposed rezoning to a PUD with S-SMD is consistent with the surrounding area where the primary development type is a mix of single -family residential detached, attached and apartments. The townhome design fits into this variety of styles. 5. The Major Site Development Plan (MSDP) will be the controlling plan for development of the site upon approval of the PUD. Densities and perimeter setbacks prescribed the S-SMD base zone will be met. 6. The rezoning includes a PUD Overlay that allows for flexibility in design standards and uses. The findings for a PUD Overlay support the intent of the MSDP in its arrangement of uses, clustering, and preservation of open space. 7. Infrastructure is adequate to serve the site. Public Notice. The City provided mailed notice to all property owners within 400 feet of the subject property and placed a sign on the property, prior to the Planning and Zoning Commission meeting in accordance with the notification requirements of Chapter 29. 469 MAJOR SITE DEVELOPMENT PLAN CRITERIA The PUD requires a site plan approval for development, which is typically a Major Site Development Plan that sets building types, site development features, and deviation allowances. When acting upon an application for a Major Site Development Plan approval, the Planning and Zoning Commission and the City Council shall rely upon generally accepted site planning criteria and design standards. These criteria and standards are necessary to fulfill the intent of the Zoning Ordinance, the Land Use Policy Plan (Ames Plan 2040), and are the minimum necessary to safeguard the public health, safety, aesthetics, and general welfare. 1. The design of the proposed development shall make adequate provisions for surface and subsurface drainage to limit the rate of increased runoff of surface water to adjacent and downstream property. The Public Works Department has reviewed the proposed development and stormwater. It has satisfied this requirement through the use of Best Management Practices to slow the rate of runoff and direct runoff to City storm sewer infrastructure. 2. The design of the proposed development shall make adequate provision for connection to water, sanitary sewer, electrical, and other utility lines within the capacity limits of those utility lines. Existing water, sanitary sewer, and electric services are adequate to serve the site. A sanitary sewer main and water main are in place along South 4 th Street. The sanitary sewer will be extended into the site from the connection point at South 4 th Street and extended underneath the private streets to serve the units. Water service will extend from the north side of South 4th Street near the access to the site south into the site along the private street and then east-west along the private street to serve the units. Electric is in place on the west side of the site and can be easily extended eastward along the private street to serve all units. 3. The design of the proposed development shall make adequate provision for fire protection through building placement, acceptable location of flammable materials, and other measures to ensure fire safety. The Fire Inspector has reviewed access and fire truck circulation. The access into the site and private street design meets access and circulation standards for fire apparatus. 4. The design of the proposed development shall not increase the danger of erosion, flooding, landslide, or other endangerment to adjoining and surrounding property. 470 Stormwater runoff will be directed to City storm sewers. Retaining walls will be used on the southwest, and southeast sides of the site to stabilize slopes. Best management practices to slow the rate of runoff from the site will also be employed. 5. Natural topographic and landscape features of the site shall be incorporated into the development design. The site is mostly flat except for near the far southeast and southwest corners. buildings are placed on site to take advantage of the flat terrain. Retaining walls will be designed near the far southwest and southeast corners of the site to stabilize the grade as necessary at the corners. 6. The design of the interior vehicle and pedestrian circulation shall provide for convenient flow of vehicles and movement of pedestrians and shall prevent hazards to adjacent streets or property. The site will have one access off South 4th Street leading into the subdivision in the middle of the site. A sidewalk will be provided on the north side of the east-west portion of the private street leading to the north along the east side of the private street connection to South 4th Street. 7. The design of outdoor parking areas, storage yards, trash and dumpster areas, and other exterior features shall be adequately landscaped or screened to minimize potential nuisance and impairment to the use of adjoining property. Each unit will have individual trash collection. 8. The proposed development shall limit entrances and exits upon adjacent streets in order to prevent congestion on adjacent and surrounding streets and in order to provide for safe and orderly vehicle movement. The site will have one access off North Dakota and turning movement diagrams were submitted to show that left turns into and out of the site would not cross into the turn lane at Lincoln Way and North Dakota. 9. Exterior lighting shall relate to the scale and location of the deve lopment in order to maintain adequate security, while preventing a nuisance or hardship to adjacent property or streets. Streetlights are proposed along the interior private street in 3 locations. Also the entrances on the south side of the north row of u nits and the north side of the south row of units facing the private street have small lights near the doors for entrance lighting. All lighting plans have been reviewed to ensure that output limitations have been met. 471 10. The proposed development shall ensure that dust and other forms of air pollution, noise disturbances, odor, glare, and other nuisances will be limited to acceptable levels as prescribed in other applicable State and City regulations. The proposed development will not create any air pollution, nuisances, dust, odor, glare, or noise disturbances. 11. Site coverage, building scale, setbacks, and open spaces shall be in proportion with the development property and with existing and planned development and structures, in adjacent and surrounding property. The proposed building height is two stories. Architectural features such as the roof line and the covered stoops associated with the north units give the appearance that of one that can be expected form detached or attached single -family homes in the S- SMD zone. The façade meets both the S-SMD standards as well as the PUD standards. Larger buildings in the form of apartments exist nearby and on neighboring property in the area. The addition of the townhomes adds a smaller scale of housing between single family and apartment styles. The PUD includes deviations from setbacks that can be seen to be justified due to the façade and design aesthetic as a single family attached home in the neighborhood. APPLICABLE SUBDIVISION LAW The laws applicable to this Preliminary Plat Subdivision include, but are not limited to, the following: (verbatim language is shown in italics, other references are paraphrased): Code of Iowa Chapter 354, Section 8 requires that the governing body shall determine whether the subdivision conforms to its Land Use Policy Plan. Ames Municipal Code Chapter 23, Subdivisions, Division I, outlines the general provisions for subdivisions within the City limits and within two miles of the City limits of Ames. Ames Municipal Code Section 23.302(3): (3) Planning and Zoning Commission Review: (a) The Planning and Zoning Commission shall examine the Preliminary Plat, any comments, recommendations or reports assembled or made by the Department of Planning and Housing, and such other information as it deems necessary or desirable to consider. (b) Based upon such examination, the Planning and Zoning Commission shall ascertain whether the Preliminary Plat conforms to relevant and applicable design and improvement standards in these Regulations, to other City 472 ordinances and standards, to the City’s Land Use Policy Plan, and to the City’s other duly adopted Plans. Ames Municipal Code Section 23.302(4): Planning and Zoning Commission Recommendation: Following such examination and within 30 days of the regular meeting of the Planning and Zoning Commission at which a complete Application is first formally received for consideration, the Planning and Zoning Commission shall forward a report including its recommendation to the City Council. The Planning and Zoning Commission shall set forth its reasons for any re commendation to disapprove or to modify any Preliminary Plat in its report to the City Council and shall provide a written copy of such reasons to the developer. Public Notice. Notice was mailed to property owners within 400 feet of the subject site and a sign was posted on the subject property. Private Street Design Standards Ames Municipal Code Section 23.403(16): City Council may approve private streets and alleys as part of a Subdivision. Private streets and alleys are subject to the following requirements: (a) The proposed private street serves as access to a cluster or small group of housing units and is not intended for use by through traffic. Private streets and alleys may also serve as access to townhouse-style developments. (b) (b) The proposed private street or alley is designed and constructed such that it meets or exceeds Iowa Statewide Urban Design and Specific ations (SUDAS) standards and the City of Ames supplement design standard requirements regarding, pavement profile, base, and drainage. The typical private street and alley will have a minimum design life of 30-years. (c) (c) Verification of finished construction according to approved plans by the engineer-of record or other qualified engineer. (d) (d) Responsibilities for maintenance, upkeep, and snow removal, are established through a legally binding instrument. (e) (e) A permanent easement for shared access and emergency vehicle access is recorded. (f) (f) The design and layout of the private streets and alley shall address the following: (i) Street width to allow for two-way traffic. (ii) Fire access and turnaround requirements as required by the Ames Fire Code. (iii) For developments of six or more single-family detached or attached dwellings along a block face, provides on-street parking spaces similar to the spacing included on a public street or provides for guest parking bays within common area. (iv) Sidewalks along the street or other pedestrian circulation system improvements connecting to front doors of homes. (v) Street tree planting plan. (vi) Lighting plan. 473 The City Council may modify the private street requirements when the street serves non- residential development or apartment dwellings; however, Section 23.403(16)(d) shall still apply. 474 475 ITEM #:44 DATE:08-12-25 DEPT:PW SUBJECT:2024/25 MULTI-MODAL ROADWAY IMPROVEMENTS (6TH STREET - NORTH OF CITY HALL) COUNCIL ACTION FORM BACKGROUND: Multi-modal transportation refers to the variety of modes used by Ames residents to travel the transportation system. The modes specifically addressed in this program include bicycling and automobiles. Multiple complaints have been received over the past several years regarding the sidewalk along 6th Street north of City Hall (see attached map). Due to the Police parking area and sallyport access, this sidewalk contains several jogs, does not have ADA-compliant slopes, and is frequently blocked by vehicles. In order to better serve the needs of the public for both pedestrian safety and ADA compliance, as well as more efficiently utilize the parking area for Police and Public Works staff, a collaborative project has been designed to improve the area. The design was also coordinated with the operations of the City Auditorium so that events could still be managed during and after construction. The project will improve the pedestrian path by eliminating the jogs in the existing sidewalk, and ensuring that sidewalk slopes are compliant with ADA. Additionally, the project will allow a drainage issue to be resolved; one downspout draining a small portion of the City Hall roof currently drains over the sidewalk, which freezes in the winter. This drain will be re-routed to the storm sewer system. Finally, the design provides an adequate number of parking spaces for Police patrol vehicles, which have increased in number over the past several years. The Police vehicles will utilize back-in angled parking, which will provide increased visibility in instances where officers need to enter the roadway quickly, and will also make loading equipment easier. Staff has worked with Bolton & Menk of Ames, Iowa to develop plans and specifications for the project with an estimated construction cost of $91,236. On August 6, 2025, bids for the project were received as follows: Bidder Bid Amount Engineer's Estimate $91,236.00 MidState Solution, LLC $125,151.50 TK Concrete, Inc.$138,625.00 Brothers Concrete $139,321.50 Con-Struct, Inc. $144,444.00 Caliber Concrete LLC $150,373.45 Absolute Group $153,981.75 476 The bids contained 21 separate specification categories. Staff reviewed the itemized bid proposal document from the apparent low bidder, MidState Solution, LLC, and compared it to the itemized Engineer's Estimate. Pricing submitted by MidState Solution was very close to the Engineer's Estimate for higher-cost components of the project, such as concrete. The pricing in the bid was between $1,000 and $6,500 higher than the estimate in 10 of the specification categories, which in aggregate resulted in a total bid $33,915.50 higher than the Engineer's Estimate. Other bidders seemed to consistently price most of those categories higher than the Engineer's Estimate as well. Therefore, staff believes the bids to be a competitive reflection of market pricing, and the bid from MidState Solution, LLC, is acceptable. When the plans and specifications were approved, the budget for this project included $25,000 from FY 2024/25 General Fund savings and $90,000 in savings in the Multi- Modal Roadway Improvements Program available to fund the remainder of the project. Based on the bid results, the Multi-Modal Roadway Improvements funding needs to be increased to $130,000. Funds are available to handle this increase without affecting any other committed project. The table below shows the revenues and expenses for this project: Revenues Amount Expenses Amount Road Use Tax $ 130,000.00 General Fund Savings 25,000.00 Design $ 16,262.00 Construction 125,151.50 Administration 5,000.00 Construction Contingency $ 8,586.50 Totals $ 155,000.00 $155,000.00 ALTERNATIVES: 1. Approve this project by: a. Accepting the report of bids b. Approving final plans and specifications and awarding a contract to MidState Solution, LLC of Baxter, Iowa, in the amount of $125,151.50 2. Do not approve this project. 477 CITY MANAGER'S RECOMMENDED ACTION: This project will provide a compliant sidewalk to improve pedestrian and bicycle travel along 6th Street to the downtown area and City Hall. The project will also double the available parking on the north side of City Hall from nine current spots to 18. While the bids came in above the engineer's estimate, staff has reviewed the bid discrepancies and determined rebidding the project at a later date will not likely lead to significant savings. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): 6th Street Project Map.pdf 478 UH C C C C C C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 6TH STREET TYPE 1 SEED: 60SY MULCH AREA 15 SY, MATCH EXISTING MULCH COLOR AND SIZE INTAKE PROTECTION (DROP IN) 9" WATTLE 53 LF 9" WATTLE 10 LF C3.01 EROSION CONTROL R SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ A M E S \ 2 5 X 1 3 8 0 7 0 0 0 0 \ C A D \ C 3 D \ 1 3 8 0 7 0 C 3 0 1 . d w g 6/ 2 7 / 2 0 2 5 8 : 5 7 : 1 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV CITY OF AMES 2024/2025 MULTIMODAL ROADWAY IMPROVEMENTS TWA TWA EDC 25X.138070 1519 BALTIMORE DRIVE AMES, IOWA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR FEETSCALE 0 10 20 HORZ. 479 ITEM #:45 DATE:08-12-25 DEPT:PW SUBJECT:2024/25 WATER SYSTEM IMPROVEMENTS PROGRAM (E. 14TH STREET & MEADOWLANE AVENUE) COUNCIL ACTION FORM BACKGROUND: The Water System Improvements program provides for replacing water mains in areas that are experiencing rusty water problems. It also provides for installing larger distribution mains in areas that have a high concentration of 4” and 6" supply lines, transferring water services from 4” and 6" water mains in streets where larger water mains exist, and abandoning 4” water mains. Eliminating duplicate water mains, where possible, improves water flow and helps reduce rusty water. This project will include improvements on E. 14th Street from Meadowlane Avenue to Glendale Avenue and Meadowlane Avenue from E. 13th Street to E. 14th Street. On August 6, 2025, four bids for the project were received. However, one bid did not include all the required information and was deemed non-responsive. Bidder Bid Amount Engineer's Estimate $349,339.50 Jet Drain Services, LLC. $314,426.00 On Track Construction, LLC $319,085.70 K. E. Builders, LLC $345,102.90 Iowa Water & Waste Systems Non-responsive bid Revenue and expenses associated with the project are estimated as follows: Funding Source Available Revenue Estimated Expenses 2024/25 Water System Improvement Program $ 380,000 Construction $ 314,426 Engineering/Administration 45,000 TOTAL $ 380,000 $ 359,426 ALTERNATIVES: 1. The City Council can: a. Accept report of bids for the 2024/25 Water System Improvements Program (E. 14th St & Meadowlane Ave) Project. b. Approve final plans and specifications and award the 2024/25 Water System Improvements Program (E. 14th St & Meadowlane Ave) Project to Jet Drain Services, LLC. of Ames, Iowa, in the amount of $314,426. 480 2. Do not proceed with this project. CITY MANAGER'S RECOMMENDED ACTION: By improving the water systems in these local neighborhoods, residents will see improved water quality and increased firefighting capacity. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): E. 14th & Meadowlane Water.pdf 481 2025/26 Water System Improvements Program Open trenching Sanitary Force main on South side of East Lincoln Way Lift Station Single Lane Alternating Traffic North Side of intersectionS 16TH ST S D U F F A V E GO L D E N A S P E N D R S K E L L O G G A V E BU C K E Y E A V E ASPEN RIDGE RD ¯E 14th Street - Glendale Ave to Meadowlane Ave Meadowlane Ave - E 13th St to E. 14th St Vet Med Trail Box Culvert D D D D D D D D D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 #* #*#*#* #* %2 %2 %2 "S "S "S "S "S "S "S "S"S !!2 !!2 S R I V E R S I D E D R AP P L E P L UNIVE R S I T Y B L V D S 16TH ST Project Location S 16TH ST S D U F F A V E GO L D E N A S P E N D R BU C K E Y E A V E S K E L L O G G A V E ASPEN RIDGE RD DD D D D D D D D D D D D DD D D D D D D D D !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 GR A N D A V E RO Y K E Y A V E BLOOMINGTON RD TOP O HOLLOW RD DA W E S D R POLARIS DR D D D D D D D D D D D D D D D D D D D D D D D D D D DD !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 6TH ST 5TH ST MAIN ST GR A N D A V E AL L A N D R PE A R L E A V E D D D D D D D D D D D D D D D D D DD !!2 !!2 !!2 !!2 6TH ST HO D G E A V E D D D D D D D D D D D D D !!2 !!2 !!2 !!2 6TH ST HO D G E A V E D D D D D D D D D D D D D D D D DD D D D D D D D D !!2 !!2!!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2S 3RD ST S 2ND ST S S H E R M A N A V E SE 2ND ST SE 3RD ST SU M N E R A V E E 13TH ST IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P E 13TH ST IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P IN T E R S T A T E 3 5 E 13TH ST IN T E R S T A T E 3 5 57 0 T H A V E IN T E R S T A T E 3 5 R A M P IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P Full Road Closure from 4/1/2024 to 4/12/2024 E 13TH ST IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P 57 0 T H A V E IN T E R S T A T E 3 5 IN T E R S T A T E 3 5 R A M P 6TH ST 7TH ST 8TH ST 9TH ST 10TH ST 13TH ST DU F F A V E 12TH ST CL A R K A V E 11TH ST GR A N D A V E BU R N E T T A V E CA R R O L L A V E E 6TH ST KE L L O G G A V E WI L S O N A V E E 13TH ST E 7TH ST E 9TH ST MA X W E L L A V E DO U G L A S A V E E 11TH ST E 12TH ST HO D G E A V E E 8TH ST HA R D I N G A V E ST A F F O R D A V E CR A W F O R D A V E 13TH ST 11TH ST DU F F A V E 12TH ST BU R N E T T A V E KE L L O G G A V E E 13TH ST E 12TH ST E 11TH ST McFarland Clinic Water Shut Off Saturday After 12PM Only Pavement Removal & Replacement: Duration: 2 to 4 Days Pavement Removal & Replacement: Duration: 2 to 4 Days 1018 Kellogg Ave & 222 11th St. Water Shut Off Duration: 3 to 4 Hours 7TH ST 8TH ST 9TH ST 10TH ST 11TH ST 12TH ST DU F F A V E CL A R K A V E GR A N D A V E WI L S O N A V E BU R N E T T A V E CA R R O L L A V E E 9TH ST E 8TH ST E 7TH ST E 11TH ST DO U G L A S A V E E 12TH ST ST A F F O R D A V E E 13TH ST E 14TH ST GL E N D A L E A V E ME A D O W L A N E A V E LI N D E N D R 482 ITEM #:46 DATE:08-12-25 DEPT:P&H SUBJECT:PUBLIC HEARING ON RESOLUTION APPROVING SUBMITTAL OF 2025- 2026 ANNUAL ACTION PLAN FOR THE CITY'S COMMUNITY DEVELOPMENT (CDBG) AND HOME PROGRAMS COUNCIL ACTION FORM BACKGROUND: As part of the City’s approved 2024-29 Five-Year Community Development Block Grant (CDBG) and HOME Consolidated Plan, the City must submit an Annual Action Plan that outlines the proposed activities and budget to be implemented in FY 2025/26. A ction Plan activities should be consistent with the goals and priorities identified in the Consolidated Plan. The Consolidated Plan goals address support for creating and sustaining affordable housing for low- and moderate-income households, as well as for non-low- and moderate-income households, with specified outcomes related to each goal. The specific goals and outcomes are part of Attachment I. Attachments I-IV-B from the May 13, 2025, City Council meeting can be viewed at this link: Prior Attachments I-IV-B PUBLIC FORUMS INPUT: Public Forum input was obtained through an in-person event and a survey. On March 13, 2025, City staff hosted in-person public forums to gather feedback regarding possible projects for consideration for the 2025-26 CDBG/HOME Annual Action Plan. Five individuals attended the in-person forums. Attendees included representatives from Central Iowa Regional Housing Authority (CIRHA), Story County General Assistance, YSS, Story County Community Housing Corporation, and one resident of Ames (see Attachment II for the input). Additionally, staff gathered input through a CDBG/HOME survey of approximately 87 interested CDBG followers. Eleven responses were received (see Attachment III for the results). The public feedback focused on providing more affordable housing, assistance to non-profit organizations for shelter rehabilitation, neighborhoods, and programs for low-income households. On May 13, 2025, staff presented the public forum comments and proposed project for the 2025-26 Annual Action Plan. However, in that HUD had not announced the 2025-26 CDBG/HOME Allocations, the project budget was based on the 2024-25 CDBG/HOME Allocations. Due to time constraints in preparing the plan, providing for a 30-day comment period, and conducting a public hearing to submit the plan by the statutory deadline of August 16th, staff recommended and City Council approved the following allocations scenarios: 1) If the new allocation amounts are lower than the 2024-25 allocations, staff will adjust all 483 programs equally. 2) If the allocation amounts are greater, staff will increase the Public Infrastructure Water System Improvements Program in LMI Census Tract 10 by 70% and the Public Facilities Rehabilitation Program by 30% of the increased amount. Based on the above information, the City Council directed staff to prepare the 2025-26 Annual Action Plan for a 30-day comment period. On May 14, 2025, HUD notified the City that for the fiscal year 2025-26, our CDBG allocation would be $552,927 (a $18,805 increase from 2024), and our HOME allocation would be $278,382.26 (a $21,895.26 increase from 2024). Given that both allocations were increases, staff revised the 2025-26 project budgets as outlined in Attachment IV-A for the CDBG projects and Attachment IV-B for the HOME projects. Below is a summary of the revised project highlights consistent with the attached proposed budgets. In addition to the program funding, administrative set asides are also accounted for in the attached budgets. CDBG Continuing 2024-25 projects into the next fiscal year: Renter Affordability Program—$80,118 Homebuyer Assistance Program—$234,000 Single-Family Housing Rehabilitation Program—$248,000 Public Infrastructure Improvements-Sidewalk Repair Program—$67,748 Disposition of Properties—$15,000 Public Facility Improvement Program (Pocket Park Baker Subdivision) $15,824 Public Infrastructure Water System Improvements Program in LMI Census Tract 10, specifically, North Russell $18,825 CDBG New 2025-26 Projects: Public Facilities Rehabilitation Program for area non-profit organizations funded through ASSET-$154,513 Public Infrastructure Water System Improvements Program in LMI Census Tract 10, specifically, S. Riverside and S. Russell streets- $1,408,826; (Continuation of previous program with new projects). The projected revenue for 2025-26 CDBG includes the following three sources: 1. Revenue of $552,927 based on the current year allocation 2. Program income from the sale of three Habitat home lots in Baker Subdivision ($150,000), along with the projected sale of five of the eleven market-rate lots in Baker Subdivision (avg. of $74,955 per lot, totaling $374,775) 3. Projected 2024-25 rollover balance of approximately $1,290,907 HOME Continuing 2024-25 projects into the next fiscal year: New Single-Family Home Construction- $492,798 Tenant-Based Rental Assistance Program (TBRA)- $200,000 Close Out of the LIHTC Project (Creekside)- $210,000 484 No new programs are proposed for the HOME program. The proposed revenue for HOME for 2025-26 is the $278,382 annual allocation and the projected 2024-25 rollover balance of $991,110. PUBLIC COMMENT: The proposed plan and budget was made available for public comment from July 9th through August 7, 2025. One comment was received during the comment period (see attached). The commenter requests the City consider a subsidy or cost reduction program related to garbage collection. Considering all the feedback received, the staff recommends that we proceed with the proposed revised projects and budget for the 2025-26 Annual Action Plan, as presented (see Revised Attachments CDBG-IV-A and HOME-IV-B). The proposed projects align with the goals and priorities outlined in our 2024-2029 5-Year Consolidated Plan. ALTERNATIVES: 1. City Council can adopt a Resolution to approve the proposed 2025-26 Annual Action Plan Program Projects and budget (Revised Attachments IV-A, IV-B) and authorize the submittal of the plan to HUD on or by August 16, 2025. 2. City Council can adopt a Resolution to approve the proposed 2025-26 Annual Action Plan Program Projects and budget (Revised Attachments IV-A, IV-B) and authorize the submittal of the plan to HUD on or by August 16, 2025, with modifications. CITY MANAGER'S RECOMMENDED ACTION: All of the projects will continue to help address the needs identified in the 2024-29 Five- Year Consolidated Plan. Part of the program planning includes consideration of spending requirements for timeliness. The substantial water infrastructure program assists a low income neighborhood and will substantially assist the City in meeting its timeliness test for expenditures. Implementation of all the programs will be dependent on HUD staffing and program support along with local staffing. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative #1. ATTACHMENT(S): CDBG-HOME 2025-26 Budget Attachment IV-A Revised HOME 2025-26 Budget Attachment IV-B Revised Attachment B-30-Day Comment.pdf 485 2025-26 CDBG Budget Allocation 2025-26 Proposed 552,927$ 524,775$ 1,290,907$ 2,368,609$ (110,585)$ (15,170)$ -$ (125,755)$ 442,342$ 509,605$ 1,290,907$ 2,242,854$ 100,000$ 24,000$ 124,000$ 248,000$ 47,180$ 20,568$ -$ 67,748$ City Wide NRSA LMI 104,513$ 50,000$ -$ 154,513$ 720,980$ 956,372$ 1,468,300$ -$ -$ 15,824$ 15,824$ 22.92%30.40%46.68% -$ -$ 18,825$ 18,825$ 10,531$ 405,037$ 993,258$ 1,408,826$ -$ -$ 15,000$ 15,000$ 442,342$ 509,605$ 1,290,907$ 2,242,854$ 552,927$ (110,585)$ 442,342$ 150,000$ (15,170)$ 134,830$ 374,775$ -$ 374,775$ 1,077,702$ (125,755)$ 951,947$ 1,290,907$ -$ 1,290,907$ 1,290,907$ -$ 1,290,907$ *Anticipate Selling 5 of 11 Market Rate Lots During July - October 2025 Homebuyer Assistance Program Disposition of Properties (1107 Grand, 621 Grand, 1514 Duff, Baker Subdivision) Public Infrastructure Improvements - Sidewalk Programs Public Facilities Rehabilitation Program (Non-Profits) Single-Family Housing Rehabilitation Program Public Infrastructure Improvements (Water System Improvements - S. Riverside & S. Russell) Public Infrastructure Improvements (Water System Improvements - N. Russell) Public Facilities Improvements Program (Baker Pocket Park) 2025-26 CDBG Allocation (Actual Allocation) 2025-26 Anticipated Program Income (Sale of Five Market Rate Lots, Avg Sale Price $74,955)* 2024-25 Estimated Remaining Expenses 2024-25 Remaining Total Balance -$ -$ -$ (N/A) PROPOSED 2025-26 Action Plan Expenditure Budget: 2025-26 Anticipated Program Income (Sale of Three Habitat Houses) PROPOSED 2025-26 Action Plan Revenue Budget: Less: CDBG Administration (20% Cap) Renter Affordability Program (15% Cap) 486 2025-26 HOME Budget Allocation 2025-26 HOME Anticipated Proposed HOME Program 278,382$ 991,110$ 1,269,492$ (27,838)$ (149,536)$ (177,374)$ (41,757)$ (147,563)$ (189,320)$ 208,787$ 694,011$ 902,798$ 208,787$ 284,011$ 492,798$ -$ 200,000$ 200,000$ -$ 210,000$ 210,000$ 208,787$ 694,011$ 902,798$ 278,382$ (69,595)$ 208,787$ 278,382$ (69,595)$ 208,787$ 991,110$ (297,099)$ 694,011$ -$ -$ -$ 991,110$ (297,099)$ 694,011$ 1,269,492$ (366,694)$ 902,798$ Tenant-Based Rental Assistance (TBRA) Less: CHDO (15%) PROPOSED 2025-26 Action Plan Expenditure Budget: 2025-2026 Proposed HOME Projects Total Allocations Less: HOME Administration (10% Cap) Total Anticipated 2025-26 HOME Balance PROPOSED 2025-26 Action Plan Revenue Budget: 2024-25 Estimated Remaining Expenses LIHTC Project Total Anticipated 2025-26 Allocation Balance 2025-26 HOME Allocation (Actual Allocation) 2024-25 Remaining Total Balance Program Totals 487 ATTACHMENT B 30-day Public Comment Period From: Roxanne Thompson <rjthomps60@gmail.com> Sent: Monday, August 4, 2025 3:13 PM To: Baker-Latimer, Vanessa <vanessa.bakerlatimer@cityofames.org> Subject: CDBG/HOME Annual Plan Hello, Vanessa, Thank you for requesting public input regarding the CDBG/HOME Annual Plan. I will share my thoughts below on an activity that I believe could meet the 3 national objectives: • Benefit persons of low and moderate income • Aid in the prevention or elimination of slums or blight • Meet other community development needs of particular urgency Over the years, my husband and I have noticed several company’s garbage pickup vehicles driving throughout the city of Ames. This appears to be a waste of time, resources, and increases environmental pollution. It seems like the City of Ames offering garbage collection would address this issue and meet the above objectives. We do appreciate the opportunity to recycle items, so we make regular trips to the Resource Recovery Plant location to drop off several boxes of various items, during which, whatever time of day we go, we do not see many people dropping off their recycling items. We are both retired so we do have the time to organize the various items in different boxes and deliver them, but we doubt that we would have been able to fit it into our busy schedules when we were both working full-time and raising our family. We currently have weekly garbage pick-up, at the cost of $21.00/month, but we generally do not have the garbage container full each week since we are taking a significant amount of “garbage” to be recycled. We could easily get by with every other week pick-up but that is not an option with our current provider. And as I mentioned that we have the time to work through the current recycling process, we also can afford the $21/month garbage pick-up fee, but I am sure there are many families that would benefit from paying less for every other week pick-ups. My sister and her family reside in Hopkins, MN (with a population around 19,000) and the city offers every other week garbage collection for $15.21/month, plus recycling collection to its residents at the cost of $ 5.64/month and organic recycling collection for $6.00/month. In addition to the above information, I “Googled” how the city of Ames providing garbage/recycling pick- up at an affordable cost will benefit persons of low and moderate income, prevent or eliminate slums or blight and meet community development needs and the following information was offered: 488 • by reducing the cost • it will improve public health by disease prevention, reduced water contamination, and improved air quality • provide an enhanced quality of life and environment with improved neighborhood aesthetics • offer increased jobs in waste collection, sorting, processing, and manufacturing • address housing issues by utilizing construction and demolition waste to create more affordable housing options I also wish to add that if it is determined that other uses of the CDBG and HOME funds are identified that will better meet the three national objectives for our community, I understand and I appreciate your efforts in making these decisions. Thank you for your time and service to our community! Roxanne Thompson 489 ITEM #:47 DATE:08-12-25 DEPT:P&H SUBJECT:REZONING OF PROPERTY LOCATED AT 2715 DAYTON AVENUE FROM AGRICULTURAL (A) TO GOVERNMENT/AIRPORT DISTRICT (S-GA) COUNCIL ACTION FORM BACKGROUND: The City of Ames is requesting to rezone the 5.84-acre property at 2715 Dayton Avenue from Agricultural District (A) to Special Purpose - Government/Airport District (S-GA) (Attachments A & B). The City purchased the property to establish a new animal shelter to replace the existing one on Billy Sunday Road. Once the site is rezoned, the Council will make further decisions about the design, timing, and construction of the shelter. Development and use of the property will be subject to administrative staff review with a Minor Site Development Plan. There are two rural homes outside of the City on acreages to the north of the subject property, which are zoned by Story County as Agricultural (A-1). To the south and west of the subject property is land that has been recently developed as an industrial subdivision, with office and industrial service uses. The USDA National Animal Disease lab is to the east of the site, across Dayton Avenue. Ames Plan 2040 designates the property as "Employment" (Emp) (Attachment C). Standard zoning categories listed for Employment include General Industrial (GI), Research Park Industrial (RI), and Intensive Industrial (II). The S-GA district is exclusively reserved for properties used for or owned by government (federal, state, county, school district, or municipal). Any future land use designation can have land use that is zoned S-GA. Development with the S-GA is guided by the planned land use, which in this case would be industrial standards. One of the goals of the Employment land use designation is to accommodate a wide range of industrial types of uses. GI zoning, which typically is applied to Employment land, allows for a wide range of indoor and outdoor uses. An animal shelter facility is similar to allowed uses in GI and will be compatible with the industrial uses planned for this area. The operations and site improvements for GI properties will be complementary to an animal shelter. City water is accessible from the Dayton Avenue. City sanitary sewer access comes from the property to the south and ends at the south property line. Vehicular access will be from Dayton Avenue. The site currently has a brick-clad building that was formerly used as a daycare. There is a concrete parking lot to the north of the building. Future improvements could include an expansion of the building and new outdoor facilities for animals. The City plans to use the site for other needs as well, including outdoor storage as an interim use for the Parks and Recreation Department maintenance and outdoor storage, including for yard and tree waste. Other uses or activities could be planned for the site that are not currently known. 490 PLANNING AND ZONING COMMISSION: On July 16, the Planning and Zoning Commission considered the rezoning request. Commissioners discussed the future plans for the site, including additions to the current building and the temporary use of the site by the Parks and Recreation Department for yard waste. One individual, who lives north of the site outside of the City, provided comments requesting additional information about the planned use of the site, including outdoor facilities for dogs. The Commission voted 6-0-0 to recommend approval. ALTERNATIVES: 1. Approve first reading of an ordinance to rezone the property at 2715 Dayton Avenue from the Agricultural District (A) to the Special Purpose - Government/Airport District. 2. Deny the request to rezone the property at 2715 Dayton Avenue. CITY MANAGER'S RECOMMENDED ACTION: The request for rezoning will allow for Government use of the site as defined by the City Council. Use of the site will be similar to industrial use that are consistent with the a d o p t e d Ames Plan 2040 as described in the addendum. There are no projected impacts to infrastructure and City services for this parcel. Although no defined plans are available for the site at this time, the City Council will review and approve the design of the animal shelter in the future through is the award of a contract to rehabilitate the building. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): Addendum.pdf Attachment A - Location Map.pdf Attachment B - Zoning Map.pdf Attachment C - Future Land Use Map.pdf Attachment D - Applicant's Statement.pdf Attachment E - Property Survey & Legal Description.pdf 2715 Dayton Ave - Rezoning.docx 491 1 ADDENDUM REZONING BACKGROUND: Ames Plan 2040. The Future Land Use Map designates the land proposed for rezoning as “Employment” (Emp) which is consistent with the proposed “S-GA” (Government/Airport) District zoning (Attachment C – Future Land Use Map). The proposed use as an animal shelter for the City of Ames is consistent with the goals and development guidelines for the “Emp” land use designation. The location of the animal shelter will minimize the impact and external effects on city neighborhood, which is a stated goal for the “Emp” future land use category. Proposed Zoning. The applicant proposes rezoning from “A” (Agricultural) to “S-GA” (Government/Airport) District. The “S-GA” zone is a Special Purpose District in the adopted zoning regulations of Chapter 29 in the Municipal Code. It is reserved exclusively for structures and uses related to or owned by federal, state, county, school district, or municipal government authorities. Such structures and uses include property of the City of Ames for administration and services. Although such governmental structures and uses enjoy a legal exemption from local zoning requirements (with the exception of height limitations in the vicinity of any airport) it is expected that such authorities will cooperate with the Department of Planning and Housing to encourage the development of standards which will be applicable to and compatible with the general character of the area in which this District is situated. Existing Uses of Land. Land uses that occupy the subject property and other surrounding properties are described in the following table. Direction from Subject Property Existing Primary Land Uses Subject Property Vacant Existing Building North Crop Production & Two Rural Acreages East Federal Government Facilities South Industrial Service (Vacant) West Industrial Service (Vacant) Infrastructure. Public utilities serving this parcel are in Dayton Avenue right-of-way along the east boundary of the site. The street is paved with one lane for each direction . Any future extension of City utilities and connections will be at the property owner’s expense. Findings of Fact. Based upon an analysis of the proposed rezoning and laws pertinent to the proposed map amendment, staff makes the following findings of fact: 1. The subject property is owned by the City of Ames. A survey of the boundaries of the subject property is included as Attachment E – Property Survey & Legal Description. 492 2 2. Ames Municipal Code Section 29.1507(1) allows the property owner to initiate an amendment to the Official Zoning Map. 3. The proposed rezoning is consistent with the designation of “Employment” (Emp) identified on the Ames Plan 2040 Future Land Use Map. 4. Any changes to the site that require building or parking lot expansion, will be subject to approval of a Minor Site Development Plan to ensure that such development and intensity of use ensures a safe, functional, efficient, and environmentally sound operation. 5. Infrastructure and City services for this parcel are consistent with what is already anticipated for the area. Public Notice. The City provided mailed notice to all property owners within 400 feet of the subject property prior to the Planning and Zoning Commission meeting in accordance with the notification requirements of Chapter 29. 493 1 ATTACHMENT A Location Map 494 1 ATTACHMENT B Zoning Map 495 1 ATTACHMENT C Ames Plan 2040 Future Land Use Map 496 1 ATTACHMENT D Applicant’s Statement The following text is intended to supplement the Rezoning Application packet as required. 1. Reasons for Requesting Rezoning. The land was recently purchased by the City of Ames as the new location for the Ames Animal Shelter. It is currently zoned as “A” (Agricultural). As land that is now reserved exclusively for structures and uses owned by the municipal government (City of Ames) it is consistent with the adopted Zoning regulations to rezone the property to “S-GA” (Government/Airport) as land owned and used by the City. 2. Consistency of the Rezoning with Ames Plan 2040. We believe that requesting “S- GA” zoning is consistent with the “Employment” (Emp) designation on the Future Land Use Map. 3. Current Zoning. “A” (Agricultural) 4. Proposed Zoning. “S-GA” (Government/Airport) 5. Proposed Use. Ames Animal Shelter 6. Legal Description. See the attached survey. 7. Land Area. 5.84 Acres. 8. Map. See attachment. 497 1 ATTACHMENT E Property Survey & Legal Description 498 DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER Prepared by: City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105 Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010 ORDINANCE NO. AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA; REPEALING ALL ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND ESTABLISHING AN EFFECTIVE DATE BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa; Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in Section 29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing the boundaries of the districts established and shown on said Map in the m anner authorized by Section 29.1507 of the Municipal Code of the City of Ames, Iowa, as follows: That the real estate, generally located at 2715 Dayton Avenue, is rezoned from Agricultural (A) to Government/Airport District (S-GA). Real Estate Description: A part of the NE1/4 of the NE1/4 of Section 36-T84N- R24W of the 5th P.M. Story County, Iowa, described as follows: Beginning at a point on the east line, 16.5 ft. South of the NE corner of said NE1/4-NE1/4, thence N88° 41’W -925.0 ft., parallel and 16.5 ft. distant from the north line of said NE1/4- NE1/4; thence south 275.0 ft., thence S88° 41’E.-925.0 ft. to the east line of said NE1/4 -NE1/4; thence north 275.0 ft. to point of beginning, containing 5.84 acres, subject to highway right of way. Section 2: All other ordinances and parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. Section 3: This ordinance is in full force and effect from and after its adoption and publication as provided by law. 499 ADOPTED THIS day of , . Renee Hall, City Clerk John A Haila, Mayor 500 To:Mayor & City Council From:Donald Kom, Director of Electric Services Date:August 12, 2025 Subject:Energy Buyback Ordinance - Second Reading (Third Reading and Adoption Requested) Item No. 48 MEMO The ordinance relating to amending Chapter 28 of Municipal Code for Renewable Energy Buyback Program is attached for the City Council's review and approval. Staff is requesting that the Council suspend the rules to allow for third reading and adoption of the ordinance. ATTACHMENT(S): Ordinance_Renewable_Energy_Buyback_Rates_Sec.28.110_.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 501 ORDINANCE NO. __________ AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY AMENDING SECTION 28.110 THEREOF, FOR THE PURPOSE OF ESTABLISHING RESIDENTIAL, COMMERCIAL AND INDUSTRIAL RENEWABLE BUYBACK RATES; REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by amending Section 28.110 as follows: “Sec. 28.110. Renewable Energy Buyback Rates. Renewable electrical energy produced by an Ames Electric Utility customer and delivered to the City's electric system (in accordance with the conditions of service specified in Section 2.7 of Appendix H of the Ames Municipal Code) shall receive a credit to their utility account as follows: (1)For all retail customers who installed their system prior to September 1, 2025, these rates apply: (1) (a)Residential service.A residential rate customer's account shall be credited: (a) (i) 40% of $0.1213, plus $0.025 = $0.0735 per kWh of delivered energy for bills mailed on or between July 1 and October 31 (summer period). (b) (ii) 40% of $0.1005 per kWh, plus $0.025 = $0.0652 per kWh of delivered energy for bills mailed on or between November 1, and June 30 (winter period). (2) (b) Small Commercial service.A small commercial service customer's account shall be credited: (a) (i) 40% of $0.1149, plus $0.020 = $0.0678 per kWh of delivered energy for bills mailed on or between July 1 and October 31 (summer period) (b) (ii) 40% of $0.0986 plus $0.020 = $0.0594 per kWh of delivered energy for bills mailed on or between November 1 and June 30 (winter period) (3) (c)Commercial service.A commercial service customer's account shall be credited at 50% of $0.0644, plus $0.015 = $0.0472 per kWh of delivered energy (4) (d)Industrial service.An industrial service customer's account shall be credited at 63% of $0.0644, plus $0.010 = $0.0506 per kWh of delivered energy. (2)For all retail customers who interconnect a new system, or acquire an existing system on September 1, 2025 or after, these rates apply: (a)Residential service.A residential rate customer's account shall be credited: (i)Based on a 3-year rolling average of the MISO on-peak energy cost. The number will be calculated on a fiscal year basis and updated/applied on the first bill that is mailed every January. 502 (b)Small Commercial service.A small commercial service customer's account shall be credited: (i)Based on a 3-year rolling average of the MISO on-peak energy cost. The number will be calculated on a fiscal year basis and updated/applied on the first bill that is mailed every January. (c)Commercial service.A commercial service customer's account shall be credited: (i)Based on a 3-year rolling average of the MISO on-peak energy cost. The number will be calculated on a fiscal year basis and updated/applied on the first bill that is mailed every January. (d)Industrial service.An industrial service customer's account shall be credited: (i)Based on a 3-year rolling average of the MISO on-peak energy cost. The number will be calculated on a fiscal year basis and updated/applied on the first bill that is mailed every January. Section Two. All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. Passed this day of , 2025. __________________________________________________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. _____________, passed by the City Council of said City at the meeting held on ____________________________, and signed by the Mayor on ____________________, and published in the Ames Tribune on _________________. ____________________________________ Renee Hall, City Clerk 503 To:Mayor & City Council From:Kelly Diekmann, Director of Planning & Housing Date:August 12, 2025 Subject:Zoning Text Amendment Item No. 49 MEMO The ordinance relating to Zoning Text Amendment to create a partial paving exception for long driveways exceeding 300 feet is attached for the City Council's review and consideration for second reading and third reading and adoption. ATTACHMENT(S): Ordinance-ZTA_Long_Driveway_Exception.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 504 ORDINANCE NO. _________ AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY AMENDING SECTION 29.1506 THEREOF, FOR THE PURPOSE OF REQUIREMENTS OF EXCEPTION TO LONG DRIVEWAY PAVING REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by amending Section 29.1506 as follows: “Sec. 29.1506. EXCEPTIONS. (1) Purpose. This section is intended to provide for exceptions, pursuant to Sec. 414.12(2) of the Iowa Code, to the terms of the zoning ordinance upon which the Board is required to pass under the ordinance, to provide a set of procedures and establish standards to be met. * * * (4) When Authorized. The Zoning Board of Adjustment is authorized to grant the following exceptions: * * * (h) Single-Family Dwelling Long Driveway Paving when the dwelling is more than 300 feet from the right-of-way and has previously not had a paved driveway. (5) Review Criteria. Before an exception can be granted, the Board of Adjustment shall establish that the following standards have been or shall be satisfied: * * * (i) Long Driveway Paving. The Board may grant a partial exception of paving when the design includes a paved approach to City standards, paving of at least 50 feet on site, an approved alternative surface material specification for rock acceptable to the Municipal Engineer, and the site has a unique characteristic that differentiates the parcel from city urban development patterns by being within a rural, agricultural, or wooded setting. The Board shall find that the exception will provide for a safe and convenient driveway access design and will not have a substantial negative impact upon neighboring properties due to dust, noise, or the lack of a stabilized condition. ***” Section Two. All ordinances, or parts of ordinances, in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. 505 Passed this day of , 2025. _________________________________ ___________________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. ______________, passed by the City Council of said City at the meeting held on ______________________and signed by the Mayor on ___________________________, and published in the Ames Tribune on ___________________________. ____________________________________ Renee Hall, City Clerk 506 To:Mayor & City Council From:Justin Moore, Planner Date:August 12, 2025 Subject:Third Reading and Adoption of Rezoning Item No. 50 MEMO The ordinance relating to rezoning property located at 57258 220th Street (East 13th Street) from Agricultural (A) to General Industrial (GI) is attached for the City Council's review and consideration for third reading and adoption. ATTACHMENT(S): 57258 220th St Rezoning.docx City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 507 DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER Prepared by: City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105 Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010 ORDINANCE NO. AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA; REPEALING ALL ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND ESTABLISHING AN EFFECTIVE DATE BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa; Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in Section 29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing the boundaries of the districts established and shown on said Map in the manner authorized by Section 29.1507 of the Municipal Code of the City of Ames, Iowa, as follows: That the real estate, generally located at 57258 220th Street (East 13th Street), is rezoned from Agricultural (A) to General Industrial (GI). Real Estate Description: Commencing at the Northwest corner of the Northeast Quarter of the Northwest Fractional Quarter of Section 5, Township 83 North, Range 23 West of the 5th Principal Meridian, Story County, Iowa; thence East 157.1 feet along the north line of the Northwest Fractional Quarter of Section 5; thence South 168.8 feet; thence West 258.1 feet; thence North 168.8 feet to said north line; thence East 101.0 feet along said north line to the point of beginning. Said tract contains 1.00 acre, which includes 0.24 acre of public right of way. Section 2: All other ordinances and parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. Section 3: This ordinance is in full force and effect from and after its adoption and publication as provided by law. ADOPTED THIS day of , . Renee Hall, City Clerk John A Haila, Mayor 508 To:Mayor & City Council From:Kelly Diekmann, Director of Planning & Housing Date:August 12, 2025 Subject:Third Reading and Adoption of Driveway Ordinance Item No. 51 MEMO The ordinance relating to modifying driveway dimensions and spacing is attached for the City Council's review and consideration of third reading and adoption. ATTACHMENT(S): Ordinance_Driveway_Width_Standards.pdf City Clerk's Office 515.239.5105 main 515.239.5142 fax 515 Clark Ave. P.O. Box 811 Ames, IA 50010 www.CityofAmes.org 509 ORDINANCE NO. AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY AMENDING SECTIONS 29.406(7) and 29.406(10) THEREOF, FOR THE PURPOSE OF MODIFYING DRIVEWAY WIDTH AND STANDARDS REPEALING ANY AND ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT OF SUCH CONFLICT; AND ESTABLISHING AN EFFECTIVE DATE. BE IT ENACTED, by the City Council for the City of Ames, Iowa, that: Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby amended by amending Section 29.406(7) and 29.406(10) as follows: “Sec. 29.406. OFF-STREET PARKING. * * * (7)Locating Parking Spaces and Paving in the Front Yard. * * * (e)Household living and short-term lodging front yard vehicular parking within any "RL", "RM", "RH", "UCRM", "FS-RL", or "FS-RM" zones is prohibited, except upon an approved driveway that leads to a side or rear yard vehicular parking area or to a garage. Specifications for driveways are stated below, no other installation at grade of any expanse of asphalt, gravel, brick, concrete, or other form of paving is permitted without approval by the Planning and Housing Department: (i)No required parking for apartment buildings may be approved upon a driveway within a front yard. (ii)All newly constructed single and two-family dwellings shall provide for at least one required parking space located outside of the Front Yard. (iii) Prior to approval of a permit to establish an Accessory Dwelling Unit, two conforming paved parking spaces per dwelling unit of the single-family residence on the property must exist. * * * (10)Driveways. Driveways to all parking facilities shall be designed to promote safety and access management while providing convenient access to adjoining properties. Drive Through Facilities have additional standards within Article 13. The Planning and Housing Department shall maintain a Driveway Manual to provide examples and diagrams of generally accepted practices for conformance to front yard parking, paving, and driveway specifications for residential properties. (a)Driveway width and design characteristics shall be as specified in the Design Manual of the Statewide Urban Design and Specifications (SUDAS) as adopted by the City of Ames unless specified differently in this Chapter. Driveway width shall be the specified minimum to promote on street parking opportunities and pedestrian safety unless the City Traffic Engineer approves a wider driveway width (not to exceed SUDAS maximum) based upon the applicable following criteria: 510 (i)The extra driveway approach width is necessary to accommodate design dimension characteristics of non-residential vehicles that regularly use the site (does not apply to properties with dwelling units); or (ii)The extra driveway approach width is necessary to resolve concerns over safe approach and volume of traffic entering and exiting the site. (b)Additional driveways. (i)Additional nonresidential driveways shall be limited to the minimum number necessary for use and design characteristics of the site and in conformance with SUDAS standards. (ii)A second single or two-family driveway may be permitted by the Traffic Engineer if the lot has at least 150 100 linear feet of street frontage and can meet all other specifications and spacing requirements including 75 feet of separation between drives. New construction of a Two-Family Dwelling may have a second driveway approved by the Planning and Housing Director subject to size and appearance standards of Sec. 29.410 and all other specifications and spacing requirements, including conformance with all driveways design specifications including but not limited to widths, flares, sidewalk slope, and separation from other driveways (e.g. five feet) and property lines in accordance with the Driveway Manual. (c)Dimensions Single and Two Family (i)Single and Two-Family home driveway width onsite is intended to be proportional to the curb cut and approach dimensions in the right of way. The approach shall match the width of the approved driveway that leads directly to parking within an attached garage or vehicular parking outside of the front yard. (ii)The minimum Single and Two-Family home driveway width of the approach in the right-of-way shall be no less than 10 feet, the on-site driveway width shall be no less than 9 feet. (iii)The maximum width of a driveway approach is 12 feet for a one- car garage, carport, or uncovered parking spaces, 20 feet for a two-car garage, and 24 feet for a three-car garage. notwithstanding subsection (i) above, shall not exceed 34 feet inclusive of flares measured at the curb line. (iv) Driveway approaches that do not lead directly to a garage, including second or looped driveways on the same street frontage are limited to 12 feet. A second driveway shall have a minimum space of 34 feet between driveways are limited to the equivalent width of a one car garage. (iv) (v) On site driveway paving is limited to areas related to the width of the garage and exceptions described in this Section. In no event will additional paving adjacent to a driveway be approved that would allow for an additional parking space to be created in front of a home. Walkways adjacent to a driveway must be of a different decorative paving material or separated by five feet of vegetative landscaped area from the driveway paving. (v) (vi) Parking upon decorative paving, rock, gravel, or other material that is not the approved driveway is illegal front yard parking. * * *.” Section Two. All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict, if any. Section Three. This ordinance shall be in full force and effect from and after its passage and publication as required by law. 511 Passed this day of , 2025. __________________________________________________________________ John A. Haila, Mayor First Reading: Second Reading: Third Reading: Passed on: I, Renee Hall, City Clerk of the City of Ames, Iowa, hereby certify that the above and foregoing is a true copy of Ordinance No. _____________, passed by the City Council of said City at the meeting held on ____________________________, and signed by the Mayor on ____________________, and published in the Ames Tribune on _________________. ____________________________________ Renee Hall, City Clerk 512 SEG\tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx July 31, 2025 CHANGE ORDER NO. 5 Description of Change reducer on the discharge of each influent pump, replace the existing expansion joints with six new 16- by 18-inch concentric expansion joints, and install new 18-inch install of one 20-inch gate valve with electric actuator and two 30-inch gate valves with electric actuators. Refer walkway in Structure 20 in accordance with RFI No. 094. RFI Nos Grit Building in accordance with CPR No. 009. Refer to vent cover in the Administrative Building in accordance with CPR No. 010. Supply and install a power receptacle power for an Owner-provided fan in the reception area in accordance with CPR No. compressor and dryer in accordance with CPR No. 014. accordance with CPR No. 011. Change copy room countertops to solid surface. Add locations in the reception room. Refer to PCO No. 021 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 124513 City of Ames–Woodruff Construction, Inc. Contract 2024-089, Change Order No. 5 Page 2 SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx programming for the well pumps used for Structure 200 domestic cold water supply Control Box A gate. Replace the seals and actuator on the existing Control Box A gate. Refer to PCO No. 026 from knockout panel on the mezzanine in Structure 20. Supply and install a chain-operated overhead Structure 20 on the mezzanine four post bases for a removable railing in front of the door. Refer to PCO No. 020 from Contractor. Contract Price Adjustment Contract Substantial Completion Date Adjustment Contract Final Completion Date Adjustment Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 125514 City of Ames–Woodruff Construction, Inc. Contract 2024-089, Change Order No. 5 Page 3 SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx This document shall become a supplement to the Contract and all provisions will apply hereto. RECOMMENDED ® APPROVED RECOMMENDED APPROVED Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 7/31/2025 7/31/2025 8/1/2025 126515 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx COST PROPOSAL REQUEST NO.: 009 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 80-E1.01 009-01 Mini-CAS enclosures for NRP-80-01, NRP-80-02, and P-80-01 shall be deleted. General Note 9 and Key Note 7 shall be deleted. Drawing 200-E6.03 009-02 Power DWHP-200-01 from a spare 20-amp, single-pole breaker in LP-200-04. Provide a single-phase motor switch as a disconnecting means for the pump. 009-03 Power FCU-200-12 from 15-amp, two-pole breaker in LP-200-03. 009-04 Power FCU-200-13 from 15-amp, two-pole breaker in LP-200-04. 009-05 Power the ACCU-200-01 second module from 35-amp, three-pole breaker in LP-200-02. Provide a non-fusible disconnect at the unit. 009-06 Provide a receptacle powered from LP-200-04, circuit 52, spare 20-amp, single-pole breaker for the dryer vent booster fan located in the Laundry Room (Room 20020). 009-07 Power the ACCU-200-02 second module from 35-amp, three-pole breaker in LP-200-02. Provide a non-fusible disconnect at the unit. Drawing 990-E6.03 009-08 Mini-CAS shall not be at the unit. "@ UNIT” shall be deleted in controls and interlocks column. Mini- CAS shall be in NRP-80-01, NRP-80-02, and P-80-01 MCC-1 starter buckets. Change “9~#14” to “6~#14” in the associated conduit and wire column for NRP-80-01 and NRP-80-03 and “26~#14” to “18~#14” for P-80-01. 009-10 For EF-10-04, add “THERMOSTAT” in the controls and interlocks column and change “4~#14” to “6~#14” in the conduit and wire column. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 127516 Cost Proposal Request No. 009 Contract 2024-089 Page 2 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx DESCRIPTIONS AFFECTING THE SPECIFICATIONS Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.C 009-11 Change the last two sentences of paragraph 2 to “There is a 120-volt AC control module furnished with the unit as specified in Division 43 for thermal and moisture detection that shall be installed in the MCC bucket by System Supplier.” Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.G 009-12 “Basin 1-Basin 2” selector switch shall be on P-80-01 MCC-1 bucket. Delete “(Mini-CAS enclosure at unit”) from paragraph 4. Change the last two sentences of paragraph 6 to “There is a 120-volt AC control module furnished with the unit as specified in Division 43 for thermal and moistu re detection that shall be installed in the MCC bucket by System Supplier.” Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 128517 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 4, 2025 TJA:tll\S:\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-010 - Str 200 Dryer Vent\CPR-010 - Str 200 Dryer Vent.docx COST PROPOSAL REQUEST NO.: 010 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-H1.02 010-01 Route 4” dryer vent duct from dryer to north exterior wall adjacent to door 20013A. Ductwork shall be galvanized construction as specified. Terminate with dryer exhaust vent cover. Vent color to be matching with exterior wall color. 010-02 Provide inline dryer vent booster fan Fantech model DBF4XL, or equal with power cord. Fan shall be mounted above drop ceiling in Laundry 20020. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 129518 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx COST PROPOSAL REQUEST NO.: 011 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-AS4.08 011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER. Drawing 200-E1.03 011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached for reference. 011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath the window and above the OWNER-provided desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 130519 SAI: Remove knee wall, steel plate supports, countertop support brackets, and countertop. Furniture will be provided by Owner. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 131520 IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 SAI: This will be a hardwired connection to power panel on Owner- provided furniture. SAI: Remove this receptacle. SAI: Add fourplex receptacles.SAI: Remove this receptacle. SAI: Move this receptacle under desk. SAI: Remove these receptacles. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Remove this receptacle. SAI: Remove this receptacle. SAI: Move this receptacle south near corner to avoid desk. SAI: Remove this receptacle. SAI: Move gang box and Key Note 19. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 132521 RE F . REF. RNG. REF. D W RACK RACK TV TV 4995BLR Closed Base for 4994 2 MR-611H Magnuson Group Mega Rak 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 2012 Single Coat Hook 2 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 KEY 104E LIBRARY 20007 LOCATION TBD VESTIBULE 20001 RESTROOM 20024 SHOWER 20019 JANITOR CLOSET 20023 CORRIDOR 20003 KEY 107E TRIPLE TRAYLETTER WALL RACK BIG & TALLIGNITION CHAIR BIG & TALLIGNITION CHAIR CONFERENCE/ TRAINING ROOM 20015 BIG & TALLIGNITION CHAIR KEYSFR305 - FR310 MAINTENANCE OFFICE 20011 WOMENS LOCKER ROOM 20017 STAIR 20026 RESTROOM 20025 OFFICE 20022 NUCLEUS CHAIRW/ FABRIC SEAT GARAGE 20031 KEY 115E OFFICE 20006 OFFICE 20008 MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA KEY 112E KEY 109E KEY 119E KEY 114E TABLE & CHAIR STORAGE 20015A KEY 110E KEY 113E KEY 111E KEY 105E KEY 101E KEY 104E COPY/WORK ROOM 20005 SHOWER 20018 BREAK ROOM 20013 KEY 114E RECEPTION 20004 LAB 20010 IDEAL POWERLOCATION LAUNDRY 20020 KEY 117E MUD ROOM 20012 STORAGE 20029 KEY 106E STORAGE 20027 BIG & TALLIGNITION CHAIR LOBBY 20002 KEY 102E IT CLOSET 20014 PARTS/TOOL STORAGE 20028 TRIPLE TRAYLETTER WALL RACK KEY 116E CONTROL ROOM 20009 FIRST AID/ LACATION/ SLEEP 20021 KEY 103E KEY 118ESHOP 20030 KEY 108E MENS LOCKER ROOM 20016 COAT HOOKS 25D X 72W 4'x6' MARKERBOARD 3'x 3 ' M A R K E R B O A R D 42" AFF 60" AFF 3'x4' MARKERBOARD FI S H T AN K 4'x6' MARKERBOARD 60" AFF SEATING & MARKERBOARD ONLY EXISTING SHELVING MOBILE COAT RACK 42" AFF 4'x6' BULLETIN BOARD 12 CHAIRS WITHOUT ARMS BU L L E T I N B O A R D 4'x 6 ' 4'x6' BULLETIN BOARD CE N T E R B E T W E E N W I N D O W S 4'x6' MARKERBOARD COAT HOOK60" AFF 60" AFF 3'x 4 ' M A R K E R B O A R D COAT HOOK 60" AFF EXISTING SHELVING EXISTING SHELVING 36 CHAIRS WITH ARMS 4'x 8 ' M A R K E R B O A R D COAT HOOK 4'x6' MARKERBOARD 3'x 4 ' M A R K E R B O A R D COAT HOOK 0' -10" 1' -7-1/4" 1' 1' 1' 3' - 9 - 1 / 4 " 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 0' - 9 - 1 / 2 " 1' 3' -10" 7' - 1 0 " 3' -10" 1' -7-1/2" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 CR CL 1f t 30 / 3 0 1f t HS D G 48 42H MP 4 8 4 30 / 6 5 BBF 30/48 FEP 36/42 30 / 5 1 30 / 4 8 30 / 4 8 36/3 MP 6 0 4 SL3029F FEP MP 3 0 4 24 x 3 6 x 2 9 24 x 3 6 x 2 9 BBF To p 48 SL3029F BB F 30 / 7 2 / 3 0 H 24 x 3 6 x 6 6 MP484 18 x 2 4 x 6 6 18 x 3 6 x 6 4 30 / 7 2 / 3 0 H 2141XLAL 24 / 4 2 30 / 7 2 / 3 0 H 48/65 30/72 HATB-2S-T HATB-2S-T FEP 22 / 4 8 F MP 2 4 4 BB F MP484 65E-F 48 SL3029F 30 / 7 2 / 3 0 H 48/65 30 / 4 8 24 / 4 2 MP 3 0 4 30 / 7 2 / 3 0 H 36/5 FE P L Ga n g 36/5 60 HF23B 30 / 2 4 5f t HF23B 35 W HS D G 1f t SL 3 0 2 9 F HF23B Ga n g 2141XLAL 35 W 5f t 1f t H37-1/8-N Ga n g 35 W 28/70 5f t 24/30 48/35 36 1f t 24 x 3 6 x 2 9 BB F HS D G 5f t 30/48 Ga n g 65E-F FF SL3029F HF23B FE P FF FF BB F SL 3 0 2 9 F 30 / 5 4 22 / 4 8 F Top BBF PU L L Ga n g 2012 1f t 5f t Ga n g FB 1f t 1f t MP 4 8 4 5f t 60 / 4 8 / 3 0 / 3 0 HF23C 30 / 7 2 / 3 0 H BB F 30 / 6 5 MP 4 8 4 30 / 2 7 H37-1/8-N 18 x 2 4 x 6 6 FEP FEP 65E-F 1f t Ga n g FF FEP Ga n g 36 / 3 1f t MP 4 8 4 48/42 Ga n g CD P A _ R CD P A _ R Ga n g 1f t 5f t WB K 18 x 4 2 x 6 4 3172BL 24 x 3 6 x 2 9 FEP Ga n g 24 x 3 6 x 6 6 1f t 1f t 5f t CD P A _ L 5f t WB K 5f t 72 / 4 8 / 2 4 / 3 0 FEP 5f t 5f t 30 / 3 0 HA T B - 2 S - T FEP BBF MP 3 0 4 65 T Ga n g H37-1/8-N BB F 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H SL FB 22 / 4 8 F 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 1f t H37-1/8-N 65E-F MP 3 0 4 BB F 36/42 5f t HS D G MR-611H 5f t BB F 30 / 7 2 / 3 0 H 30 / 4 8 48 48 Ga n g PU L L 65E-F 30 / 7 2 / 3 0 H 48/65 Ga n g 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 2012 SL3029F FEP HF23B 36/5 HSDG HF23C BBF 48/65 CD P A _ L 30 / 7 2 / 3 0 H 1f t 1f t BB F CM P 6 0 1 4 5f t Ga n g 30/48 5f t 30 / 2 4 49 9 4 Ga n g 72 / 4 8 / 2 4 / 3 0 5f t 30 / 4 8 FEP 30 / 6 5 30 / 7 2 / 3 0 H 36 / 5 MP 4 8 4 Ga n g 48 5f t WB K 1f t FF 30/72 65 E - F WB K 35 W 49 9 4 2012 1f t 30/60 HATB-3S-T 5f t 30 / 7 2 / 3 0 H 35 W 30 / 7 2 / 3 0 H 18 x 3 6 x 6 4 FEP 30/48 H37-1/8-N 30 / 6 0 20X28 FEP 48 3172BL Ga n g MP 4 8 4 HATB-2S-T 36/5 1f t 65E-F HS D G BB F 4995BLR Ga n g 24 x 3 6 x 2 9 36/5 Ga n g 30 / 7 2 / 3 0 H 48 30 / 7 2 30 / 6 5 60 H37-1/8-N Ga n g 30 / 7 2 / 3 0 H 24 x 3 6 x 2 9 65 E - F 24/30 30 / 4 8 MP604 5f t 30 / 3 0 SL 3 0 2 9 F HF23C 30 / 7 2 / 3 0 H 5f t FF FE P R FEP BB F 30/72 22 / 4 8 F H37-1/8-N CL CL CL SC FB FB FB CR CLCR CLCLCR SL SL DP A _ R DPA_L DP A _ L D P A _ R DP A _ L DPA_R 29H29H 6060 HM G 1 HMG 1 HMG1 HMG 1 HMG1 HM G 1 HMG 1 HMG1 HM G 1 HMG1 HMG 1 HM G 1 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HI G S 6 HI G S 6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 KB KB HNR1 HI W M M HI W M M HI W M B T HIWMM HI W M M HIWM B T HIWM M HIWM B T HI W M M HIWMMHIWMM HIWM B T HIWM M HIWMM HI W M M HI W M M HIWM M HIW M M HIWM M HMG5HMG5 HMG5HMG5 HICS 7 HICS 7 HICS 7 HICS 7 HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 HT L L E C T A 14 x 3 6 x 3 7 HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23B HF23C HF23C 48/3 0 HF23C HF23C HF23B HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23C 15/48 VH7-F WT H WT H WT H WT H WT H WT H WT H WT H WT H WT H 36 x 7 2 H 36 x 7 2 H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 8 F 22 / 4 8 F 22 / 4 2 F MA MA MA MA MA MA MA 15/72 15/48 MA MA 22/54F 22/54F22/48F 22/48F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 LK R / D / 3 0 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 L K R / D / 3 6 / 7 2 - 6 TC48-F TC36-F TC48-FTC36-F TC 3 0 - F TC48-F TC48-F TC 3 0 - F TC48-F TC 3 0 - F TC 3 0 - F TC48-F PAGE NO. THESE TERMS AND CONDITIONS. CONSTITUTES AGREEMENT TO ACCEPTANCE OF THIS DOCUMENT OR DESTROYED AS INSTRUCTED. RETURNED TO WORKSPACE INC. NOTES AND ANALYSIS, MUST BE ALL COPIES, EXTRACTS, RELATED THIS DOCUMENT, ALONG WITH DEMAND OF WORKSPACE INC., RIGHTS RESERVED. UPON THE WORKSPACE INC. ALL PATENT WRITTEN CONSENT OF MANNER WITHOUT THE EXPRESS LOANED, OR USED IN ANY OTHER BE DISCLOSED, REPRODUCED, INFORMATION HEREIN MUST NOT EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED IN WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 1/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 PROJECT DESCRIPTION Admin Building d:\DESIGN PROJECTS\A-F\CITY OF AMES\RFPS\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER Nathan Wells Ames Water Pollution Control Plant Holly Reeves DESIGNER DATE PROJECT WORKPLACE CONSULTANT Drawing from furniture supplier - furniture provided by OWNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 133522 TV 2012 Single Coat Hook 2 MOUNT THIS TRANSACTION COUNTER AT 32" AFF FOR ADA LOCATION TBD COPY/WORK ROOM 20005 VESTIBULE 20001 LOBBY 20002 IDEAL POWER LOCATIONRECEPTION 20004 KEY 101E NUCLEUS CHAIR W/ FABRIC SEAT COAT HOOKS 4'x6' BULLETIN BOARD FI S H T AN K 4'x6' MARKERBOARD 'x 8 ' M A R K E R B O A R D 60" AFF 4'x6' BULLETIN BOARD 0' -10" 3' - 9 - 1 / 4 " 1' 7' - 1 0 " CR CL HATB-3S-T 60 / 4 8 / 3 0 / 3 0 FEP 2012 42H HS D G 36/42 CM P 6 0 1 4 30 / 5 1 36/42 35 W HF23C FB BB F 48/35 36 FE P L CD P A _ L 48/42 35 W HF23C FE P R FF 28/70 CD P A _ R HF23C BB F FF CR CLCL CL CR CR HNR1 HICS 7HICS 7 HICS 7 HICS 7 HF23C HF23C HF23C HF23C 48/3 0 15/48 VH7-F MA 15/72 15/48 TC48-F TC48-FTC36-F TC36-F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 2/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 134523 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20006 TRIPLE TRAY LETTER WALL RACK 20005 BIG & TALL IGNITION CHAIR KEY 102E LIBRARY 20007 4'x6' MARKERBOARD COAT HOOK 60" AFF 42" AFF 1' 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 x4 2 x 6 4 24 x 3 6 x 2 9 24 x 3 6 x 6 6 30 / 2 4 36/536/5 18 x 2 4 x 6 6 48 36/5 3172BL FB HF23B BB F PU L L 24 x 3 6 x 2 9 HF23B 24 / 4 2 HF23B HF23B HF23B 72 / 4 8 / 2 4 / 3 0 2012 24/30 24 x 3 6 x 2 9 36/5 60 36 / 5 FB HI G S 6 HI G S 6 KB HIW M B T HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23B MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 3/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. PROJECT DESCRIPTION 05/12/25 Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves WORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 135524 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 4995BLR Closed Base for 4994 2 KEY 107E LIBRARY 20007 BIG & TALL IGNITION CHAIR 60" AFF COAT HOOK 60" AFF COAT HOOK 42" AFF 1' 1' 3' -10" 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 HX 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 18 x 4 2 x 6 4 BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 36/536/5 60 HF23B 60 48 48 36/5 BB F 4995BLR PU L L 24 x 3 6 x 2 9 24 x 3 6 x 2 9 49 9 4 24 / 4 2 2012 36/5 24/30 24/30 3172BL 36 / 5 FB PU L L 24 / 4 2 72 / 4 8 / 2 4 / 3 0 20123172BL FB FB HI G S 6 HI G S 6 HI G S 6 HI G S 6 KB KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23C HF23B HF23B HF23B MA MA 22/48F 22/54F22/48F 22/54F PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 4/12 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Holly Reeves Ames Water Pollution Control [Order entry, Contract DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 136525 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20008 TRIPLE TRAY LETTER WALL RACK KEY 103E BIG & TALL IGNITION CHAIR KEY 105EKEY 104E 3' x 4 ' M A R K E R B O A R D 60" AFF 42" AFF COAT HOOK 4'x6' MARKERBOARD 1' 0' - 9 - 1 / 2 " 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 24 x 3 6 x 2 9 BBF 3172BL SL 3 0 2 9 F BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 60 FE P 30 / 2 4 48 18 x 2 4 x 6 6 Top 49 9 4 2012 24 x 3 6 x 2 9 MP604 24/30 HSDG 24 x 3 6 x 6 6 PU L L 36/3 24 x 3 6 x 2 9 24 / 4 2 30/60 CL FB FB HI G S 6 HI G S 6 KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HF23B HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23B 48/3 0 HF23B HF23B HF23B MA MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 5/12 PROJECT DESCRIPTION PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT DESIGNER DATE PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 137526 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 KEY 104E KEY 106E CONTROL ROOM 20009 BIG & TALL IGNITION CHAIR KEYS FR305 - FR310 KEY 105E KEY 104E BIG & TALL IGNITION CHAIR 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D 4'x6' MARKERBOARD 3'x4' MARKERBOARD 60" AFF COAT HOOK 1' -11-1/4" 1' 0' - 9 - 1 / 2 " BBF SL 3 0 2 9 F 36/3 2141XLAL SL3029F MP 6 0 4 HSDGMP604Top FE P BB F 3 0 / 6 0 24 x 3 6 x 6 6 HA T B - 2 S - T 18 x 3 6 x 6 4 30/60 FEP 30 / 5 4 CL HIGS6 HIGS6 HI W M B T HIW M B T HF23C HF23C HF23C HF23C 48/3 0 MA MA LK R / D / 3 0 / 7 2 - 6 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 6/12PAGE NO. 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Ames Water Pollution Control Holly Reeves [Order entry, Contract Nathan WellsWORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 138527 2141XLAL LAB 20010 TRIPLE TRAY LETTER WALL RACK 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D SEATING & MARKERBOARD ONLY BU L L E T I N B O A R D COAT HOOK 4' x 6 ' 60" AFF 1' 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 1' -7-1/2" FEP MP 4 8 4 FEPFEP 48 SL FEP 48 FEP MP 4 8 4 MP 3 0 4 FEP MP 4 8 4 22 / 4 8 F 22 / 4 8 F 48 HIW M M HIWMM HF23C HF23C HF23C HF23C HF23B HF23C HF23C HF23C HF23B WT H WT H WT H 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 05/12/25 PAGE NO.7/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION Holly Reeves Ames Water Pollution Control [Order entry, Contract Nathan Wells PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 139528 KEY 114E KEY 110E KEY 113E KEY 111E KEY 114E KEY 109EMAINTENANCE OFFICE 20011 KEY 108E KEY 112E 4'x6' MARKERBOARD 4'x6' MARKERBOARD 4' x 6 ' BU L L E T I N B O A R D 1' -7-1/4"1' -7-1/2" BB F 22 / 4 8 F To p FEP HATB-2S-T FEP HATB-2S-T FEP MP 4 8 4 FEP 30/72 FEPFEP FEP 48 FEP 22 / 4 8 F BB F 18 x 3 6 x 6 4 BB F SL 30/72 30 / 4 8 FEP 30 / 4 8 MP 4 8 4 BB F 30 / 4 8 FEP FEP 30 / 7 2 MP 4 8 4 48 FEP 30 / 4 8 BB F 22 / 4 8 F 48 MP 4 8 4 HATB-2S-T 36 / 3 30 / 4 8 30 / 4 8 48 MP 4 8 4 48 22 / 4 8 F MP 3 0 4 30/72 BB F MP 4 8 4 48 SC HIGS6HIGS6 HI W M M HI W M M HI W M M HIWMMHIWMM HI W M M HIWMM HI W M M HI W M M HF23C HF23C HF23C HF23CHF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H WT H WT H 22 / 4 8 F 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 8/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control WORKPLACE CONSULTANT DATE DESIGNER PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 140529 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 KEY 119E OFFICE 20022 KEY 115E KEY 118E KEY 116E KEY 117E COAT HOOK 4' x 8 ' M A R K E R B O A R D 60" AFF 1' HS D G 30 / 3 0 WB K 30/48 65E-F HS D G FF SL3029F MP 2 4 4 WB K 30 / 3 0 MP484 65E-F 30 / 6 5 FF BBF 30/48 SL 3 0 2 9 F SL3029F 48/65 BBF WB K MP 3 0 4 SL3029F 36/5 65E-F MP 3 0 4 CD P A _ L 35 W SL3029F 30 / 6 5 30/48 BBF MP484 HS D G 65E-F SL 3 0 2 9 F 2141XLAL 30/48 FF 35 W 30 / 3 0 65 T MP 3 0 4 30 / 6 5 30 / 6 5 48/65 WB K 30 / 2 7 65 E - F BBF FF HS D G 48/65 65E-F 65E-F 35 W 48/65 CD P A _ R 65 E - F CL CL SL SL DPA_L DP A _ L D P A _ R DP A _ L D P A _ R DPA_R HI G S 6 HI G S 6 HIW M M HIW M M HIW M M HIW M M HF23C HF23C HF23C 48/3 0 48/3 0 48/3 0 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F MA MA MA MA HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 TC 3 0 - F TC 3 0 - F TC 3 0 - F TC48-FTC48-F TC 3 0 - F TC48-F TC48-F AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net PROJECT DESCRIPTION 9/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw [Order entry, Contract Holly Reeves Ames Water Pollution Control Nathan Wells DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 141530 2141XLAL Coat Rack w/ 5 hooks on a flush plate CORRIDOR 20003 KEY 119E FIRST AID/ LACATION/ SLEEP 20021 COAT HOOK 60" AFF 1' MP 3 0 4 30 / 6 5 30 / 3 0 SL3029F 30/48 HS D G MP484 SL 3 0 2 9 F 65E-F BBF 2141XLAL 65E-F 20X28 CL DPA_L HIW M M 48/3 0 HF23C HF23C WT H 22 / 4 2 F MA HL E D 1 7 A S 42 TC 3 0 - F d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 10/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net [Order entry, Contract Holly Reeves Nathan Wells Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 142531 REF. RNG. REF.IT CLOSET BREAK ROOM 20013 TABLE & CHAIR60 29H 29H 60 HM G 1 HMG1 HM G 1 HMG1 HMG1 HMG1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HMG5HMG5HMG5HMG5 LK R / D / 3 6 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 11/12 05/12/25 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION PAGE NO. Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves PROJECT WORKPLACE CONSULTANT DESIGNER DATE KEYS FR311 - FR322 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 143532 RACK RACK TV MR-611H Magnuson Group Mega Rak 1 TABLE & CHAIR STORAGE 20015A LOCATION TBD IT CLOSET 20014 CONFERENCE/ TRAINING ROOM 20015 25D X 72W 36 CHAIRS WITH ARMS MOBILE COAT RACK 12 CHAIRS WITHOUT ARMS 1f t 5f t 5f t 1f t Ga n g 1f t Ga n g Ga n g H37-1/8-N 1f t 1f t 5f t 1f t 5f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H H37-1/8-N MR-611H 5f t 5f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 30 / 7 2 / 3 0 H Ga n g 1f t 5f t 30 / 7 2 / 3 0 H 5f t Ga n g 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 5f t 5f t 1f t Ga n g 1f t Ga n g 5f t H37-1/8-N 30 / 7 2 / 3 0 H 5f t 1f t Ga n g 1f t 30 / 7 2 / 3 0 H Ga n g Ga n g Ga n g 5f t Ga n g 1f t Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 30 / 7 2 / 3 0 H Ga n g 5f t 1f t H37-1/8-N30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 5f t 1f t Ga n g 5f t 1f t 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t Ga n g 5f t Ga n g 30 / 7 2 / 3 0 H H37-1/8-N HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HICS 7HICS 7 HT L L E C T A 36 x 7 2 H 36 x 7 2 H PAGE NO. PROJECT DESCRIPTION 05/12/25 12/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT PROJECT DATE DESIGNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 144533 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx COST PROPOSAL REQUEST NO.: 0014 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200- 01 from this breaker. Provide a non-fusible disconnect at the unit 009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 145534 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx COST PROPOSAL REQUEST NO.: 015 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch. Coordinate location with OWNER in Room 20004. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 146535 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 July 2, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx COST PROPOSAL REQUEST NO.:016 TO:Woodruff Construction, Inc. ISSUED BY:Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Sections 26 09 00 and 26 09 90 016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed as part of the Administration Building demolition. Provide the following I/O and controls to maintain functionality of the well pumps. Controls described below shall be provided in SCC-200 and be messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time required to implement PLC and SCADA HMI programming additions: SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 200 OFFICE WATER SUPPLY WELL PUMP PRESSURE SWITCH PS-200- 01 1 0 0 0 2~#14 FROM PRESSURE SWITCH RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 2 WELL PUMP NO. 1 START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 2 WELL PUMP NO. 2 START/STOP WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand- Off-Auto switch as follows: 1.In SCADA “Hand,” the pump shall start and run. 2.In SCADA “Auto,” the pumps shall be controlled as follows: a.When the office water supply pressure falls below the well pump pressure switch (PS-200-01) setpoint, the lead pump shall start and run. When the office water supply pressure rises above the well pump pressure switch setpoint, the lead pump shall shut down. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 147536 Cost Proposal Request No.016 Contract 2024-089 Page 2 June 30,2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for alternation of the pumps as follows: (1)In the “Fixed” mode, the operator shall be able to select the lead pump with the unselected pump automatically becoming the standby pump. Alternation of the pumps shall be done manually by the operator. (2)In the “Automatic” mode, there shall be an automatic alternator within this PLC that shall rotate the pump sequence each time the lead pump shuts down. (3)If the lead pump is called to run and fails to start (call-to-run fail), is operating and fails, or is taken out of "Auto” (SCADA selector switch), the standby pump shall rotate into the lead position. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-P7.08 0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on attached drawing. 0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing. Drawing 200-E1.04 0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply piping.Pressure switch shall be as specified in Section 26 09 00.2.15. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 148537 1.53/4" DCW 1.53/4" DHW 43/4" DCW 1.53/4" DHW 1.53/4" DCW BV 18.51 1/2" DCW 1.53/4" DCW 1.53/4" DHW 3/4" DHWR BV BV BV BV BV 31" DCW 31" DHWEEWS-1 1.53/4" DCW 1.53/4" DHW 101" DCW 101" DHW BV BV BV BV BV L-1 L-1 L-1 L-1 LT-1 WB-1 UR-1 L-1 L-1 SK-1 WH-1 SK-2 SK-2 SK-2 SK-1 MB-1 23/4" DCW 23/4" DHW 23/4" DCW 23/4" DHW81" DHW 401 1/2" DCW 13/4" DCW 13/4" DHW 23/4" DCW BV BV SK-1 23/4" DHW 23/4" DCW 13/4" DCW 13/4" DHW 33/4" DHW 33/4" DCW 131" DCW 131" DHW (TYP.) 21" DHW 141" DCW 21" DCW 21" DHW WATER HAMMER ARRESTOR WH-1 BV 43/4" NPW BV BV TMV-1 SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. 1.53/4" DCW 1.53/4" DHW 1.53/4" DCW 1.53/4" DHW 61 1/2" DCW CIRCUIT SETTER 61 1/4" DCW BV BV RPZ BV 75.251 1/2" DCW 31.51 1/2" DHW 0.53/4" DCW WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 EWC-1 (TYP.) (TYP.) 21" DCW 21" DHW 21" DCW 21" DHW BV BV 3/4" DHWR WH 200-01 DHWP 200-01 BV 361 1/2" NPW SH-1 SH-1 SEE SHEET 200-P7.07 FOR CONTINUATION. HEATING HOT WATER SYSTEM CONNECTION BV 1.51/2" DCW 1.51/2" DHW WS 200-01 CF 200-01 WT 200-02 WT 200-01 WATER HAMMER ARRESTOR SK-2 4.51" DCW 4.51" DHW 1.51 1/2" DHW 1.51 1/2" DHW 14.51 1/2" DCW CV KEY NOTES: REFRIGERATION CONNECTION BOX FOR FUTURE USE.1 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM 4429.0094429.009 200-P7.08200-P7.08 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C TRAVIS ANDERSONTRAVIS ANDERSON 248248 NO SCALE ENLARGED OFFICE WATER SUPPLY SCHEMATIC 1 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Bypass valve required. Well Pump Pressure Switch Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 149538 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Valve shown on isometric Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 150539 7/15/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #016 – Dryer Vent – R1 Dear Travis Anderson: Per Cost Proposal Request 010, we are proposing the following: • Supply and install 4” dryer vent, booster fan and vent cover as outlined in the CPR. • Supply and install power receptacle located above the drop celling for the booster fan. Our total price to perform the subject changed work is $4,852.38. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/25/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 151540 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 16 Price Breakdown DRYER VENTDescription: Supply and install a dryer vent and booster fan per CPR-010. Description PriceQuantity Unit Unit Price DRYER VENT, FAN AND DUCTING 1.00 LS $4,153.00 $4,153.00 BOOSTER FAN POWER 1.00 LS $360.84 $360.84 4,513.84Subtotal: 0.00 0.00 0.00 0.00 4,513.84 0.00 $112.85 2.50%$4,513.84Bonds & Insurance $225.69 5.00%$4,513.84OH&P - Subcontractors Total:$4,852.38 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 152541 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 15 3 54 2 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #017 – Structure 10 Piping Changes Dear Travis Anderson: Per Cost Proposal Request 008, we are proposing the following: • Supply and install additional spool pieces and concentric expansion joints as outlined in CPR-008 Item 01. • Does not include scope in Items 02 and 03. Valves are to remain and piping re-work is no longer needed. Our total price to perform the subject changed work is $73,713.03. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 154543 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 17 Price Breakdown STRUCTURE 10 PIPING CHANGES (CPR-008) R1Description: Changes to process piping per CPR-008. Description PriceQuantity Unit Unit Price ADDITIONAL PIPING LABOR 128.00 MH $75.00 $9,600.00 18" x 1'-6 ½" FLXFL 18" STAINLESS BOLT AND FLANGE KITS 16" STAINLESS BOLT KITS 18" X 16" X 10" FILLED ARCH EXPANSION JOINTS 62,734.50Subtotal:9,600.00 0.00 53,134.50 0.00 0.00 0.00 $1,568.362.50%$62,734.50Bonds & Insurance $9,410.1715.00%$62,734.50OH&P - Self Perform Total:$73,713.03 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 155544 TERMS & CONDITIONS ADDITIONAL COMMENTS 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. This quote conforms to AMERICAN, IRON & STEEL ACT (AIS), as amended. 11. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 12. Pricing will be held for 30 days. 13. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-04-23-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". SUB-TOTAL $ 31,350 $ 5,225 $ 31,350 Mercer FCR501 Expansion Joints, Filled Arch, AIS 18" x 16" x 10" Item No.Tag Description 1 CPR 008 6 Quantity Size PREPARED BY: 2025-04-23-MT-1 April 23, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES Nutrient Reduction - Add On Expansion Joints Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com Woodruff Construction TERMS:100% Net 30 Days Attn: Zach Phillips Ph: 641-352-0470 Fax: E-Mail: zachp@woodruff.build DELIVERY: SUBMITTAL: Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 156545 April 22, 2025 Mellen & Associates 3404 South 11th Street Council Bluffs, IA 51501 Ph: 712-322-9333 Attn.: Mike Toupin Reference: Ames, Iowa Dear Mike, Thank you for choosing Mercer Rubber Co. This letter serves as a certificate that the products supplied for the above-mentioned project will be produced at our Hauppauge, New York based facility using American made steel components. All Mercer Rubber Co. products comply with AIS (American Iron and Steel) as mandated in the Environmental Protection Agency’s State Revolving Fund Programs as interpreted by the EPA. Product supplied by Mercer Rubber Co.: • FCR501FA-18x16x10 – Mercer Concentric Reducer 501. Single Filled Arch Butyl Expansion joint w/ Hot Dip Galvanized Carbon Steel Backup Rings. Qty 6 If required, Mercer will provide additional supporting documentation once your order is fabricated. If any of the above compliance statements change while providing material for this project, we will notify you without delay. Please feel free to contact Mercer Rubber Co. should you have any further questions or concerns. Sincerely, Bob Loverro Chief Engineer Cc: Raj Prime Mercer Rubber Co. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 157546 DWG No. FORM NO. MS-1009-1.DWG DATEDWNCHKD SPLIT RETAINING RING CARBON STEEL (PAINT OR PRIME) HOT DIPPED GALVANIZED DUCTILE IRON (POWDER COATED) STAINLESS STEEL (TYPE ) FLANGES NOT RECOMMENDED, AVANSTONE OR FLOATING STUB (WELD NECK OR SLIP ON TYPE) RIGID STEEL MATING FLANGE STANDARD DRILLING SMALL OF TOUGH, RUBBER-IMPREGNATED DRILLING LARGE STANDARD STYLE FCR501FA EXPANSION JOINT HOOP RINGS SOLID STEEL EMBEDDED FABRIC, OR TIRE CORD, OR STEEL WIRE REINFORCEMENT CARCASS MADE OF MULTIPLE PLIES @ DWG. NO. FAX 631-348-0279 Hauppauge, NY 11788 Info Mercer-Rubber.com 350 Rabro Drive Tel 631-582-1524 MERCER NO. DATE: CUSTOMER P.O. CUSTOMER JOB NAME KP #:+#. 56;.'(%4(#%10%'064+%4'&7%'4&+/'05+105#..19#$.'/18'/'065CPF12'4#6+0)24'5574'5 %1/24'55+10 &+#1( KP *1.'5$1.6 5+&' 5/#.. .#4)' 5+&' ,1+06 KP +&37#06+6; &+# $1.6%+4%.'(#%' KP KP (.#0)' 611& KP (#%' $1.6*1.'5 1( +0*I 4#6+0)8#%77/ 4#6'& 914-+0)24'5574' RUK KP &'(.'%6+10 .#6'4#.#:+#. ':6'05+10 KP 5+&' 5+&' .#4)' 5/#.. 5+&' 5+&' 016'5 .#4)' 5/#.. 250°F 250°F 350°F 210°F 400°F Hypalon 225°F EPDM w/Kevlar Viton w/Kevlar Nitrile (Buna N) Viton EPDM Pure Gum Neoprene Chlorobutyl Natural Rubber 250°F 225°F 225°F 225°F Temperature 180°F 180°F Rating Self Extinguishing Neoprene Food Grade Neoprene Tube Cover YES HYPALON PAINT NO COATING OF BY OTHERS possibly angular motion. In this case the nuts of the control rods should must be inserted between the rubber expansion joint and the valve body. first. Rubber flanges will not retain loose elements in valve bodies that rely on contact with a steel flange. In these applications, a steel spacer flange Initial misalignment should be kept to a maximum of 1/8". Expansion joint flanges must be in contact with a continuous surface, or a maximum of 1/16" standard raised face. Depressions or protrusions typical of vitaulic or similar type flanges must be covered with a steel spacer flange be threaded tight to control rod gussets, thereby locking out control rods. equal to the specified axial movement. The expansion joint will exert a Expansion joints installed in unanchored piping or connected to isolated equipment must have control rods. Once control rods are installed the joint will no longer act as an expansion joint, since the pressure will extend the joint into the nuts of the control rods. The joint will no longer sides of the joint. In this case no control rods are necessary providing piping movements are within allowables. If control rods are installed as a safety measure, the locking nuts must be backed off with a clearance Expansion joints installed in piping systems must be anchored on both take up axial motion. It will make up for misalignment, transverse and thrust force on the anchors. To calculate pressure thrust on anchors use the following equation: 2 HOLE DRILLING (AS SHOWN ABOVE) REDUCERS COME WITH STANDARD 24'5574' 6*4756 #4'# KP COMPRESSION SLEEVES YES - MATERIAL NO SUPPLIED BY MERCER RUBBER GALVANIZED STAINLESS STEEL GUSSET DUCTILE GALVANIZED STAINLESS STEEL PSI RATED CONTROL RODS (# ______) NO - BY OTHERS, OR PIPE YES - MERCER SUPPLIED MUST BE ANCHORED ZINC ELECTROPLATED GALVANIZED STAINLESS STEEL ________ SUPPLIED BY OTHERS AND FLANGE HARDWARE FILLED ARCH EDGE BEVELED 5/8" TUBE LEAKPROOF SMOOTH CARBON STEEL Pressure Thrust = (Pressure Thrust Area) x (Rated Working Pressure) ( White Black) ( White Black)250°FFood Grade EPDM RCL-250422-2 04/22/25 RCL-250422-2 X 7/16 7/16 70 30 **ALL STEEL COMPONENTS TO COMPLY WITH AIS REQUIREMENTS. 291 X RCL 04/22/25 X ASA150# ASA150# 6 16 23 1/2 10 21 1/4 16 1 1/8 11/16182522 3/4 16 1 1/4 X X X Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 158547 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-008 - Str 10 Piping Changes\CPR-008 - Str 10 Piping Changes.docx COST PROPOSAL REQUEST NO.: 008 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 10-M1.01 008-01 The proposed plug valves on the discharge of each raw pump have lay lengths of 42 inches. The existing valves have been field verified by the Contractor to have a lay length of 30 inches. To accommodate the longer lay length of the proposed plug valve, the following changes are needed as shown on the attached Drawing 10-M1.01: • Remove existing spool pieces and reducer on the discharge of each pump. • Replace the existing expansion joint with a new 10” x 16” concentric reducing expansion joint on each pump discharge. • Add a spool piece length as needed, adjacent to the expansion joint, on discharge side of raw wastewater pumps. 008-02 Remove and replace existing pipe spools adjacent to the 30-inch gate valves MOV-10-01 and MOV- 10-02 to accommodate the longer lay length of the new valve as noted in the attached Drawing 10- M1.01. Alternatively, if the specified gate valve is used, add new flange fillers to accommodate MOV- 10-01 and MOV-10-02. 008-03 Add new flange filler to accommodate new 20-inch gate valve MOV-10-03, which has a shorter lay length than the existing valve. Contractor shall verify thickness of filler flange needed and lay length of proposed gate valve. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 159548 SAI: Add flange filler. SAI: Replace pipe spool (typ. of 2). Alternatively, provide flange fillers (typ. of 2). SAI: Replace existing expansion joint with 10" x 16" concentric expansion joint and spool piece as needed to create lay length required for new plug valves (typ. of 6). Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 160549 6/13/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #018 - CPR 009 + RFI ELECTRICAL CHANGES – R1 Dear Travis Anderson: Per Cost Proposal Request 009 and the responses to RFIs 79 and 88, we are proposing the following: • Make changes to conduit and wiring as outlined in the CPR and RFI responses. • Credit controls and control wiring as outlined in the CPR. Our total price to perform the subject changed work is $6,733.33. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 5/29/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 161550 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 18 Price Breakdown CPR 009 + RFI ELECTRICAL CHANGESDescription: Electrical changes per CPR 009 and the responses to RFIs 79 and 88 Description PriceQuantity Unit Unit Price CPR 009, RFI 79 + RFI 88 ADDED CONDUIT AND WIRING CPR 009 CONTROLS CREDIT CREDIT DRYER VENT ELECTRICAL - INCLUDED IN PCO 16 6,263.47Subtotal:0.00 0.00 0.00 0.00 6,263.47 0.00 $156.592.50%$6,263.47Bonds & Insurance $313.175.00%$6,263.47OH&P - Subcontractors Total:$6,733.23 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 162551 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 3 55 2 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 4 55 3 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 5 55 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 6 55 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 7 55 6 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 16 8 55 7 5/29/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #019 – Grit Collector Walkway Reinforcing Dear Travis Anderson: Per the response to RFI 094, we are proposing the following: • Supply and install reinforcing for the Grit Collector Walkway as outlined in the RFI response. Our total price to perform the subject changed work is $1,818.85. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 6/12/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 169558 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # ICO 15 Price Breakdown RFI 94 GRIT COLLECTOR WALKWAYDescription: Supply and install concrete reinforcing for the Grit Collector Walkway per RFI 94. Description PriceQuantity Unit Unit Price DRILL AND EPOXY LABOR 3.00 hr $80.00 $240.00 EPOXY MATERIAL 4.00 ea $85.00 $340.00 CONCRETE REINFORCING 1.00 LS $1,058.00 $1,058.00 1,638.00Subtotal: 240.00 0.00 340.00 0.00 1,058.00 0.00 $40.95 2.50%$1,638.00Bonds & Insurance $52.90 5.00%$1,058.00OH&P - Subcontractors $87.00 15.00%$580.00OH&P - Self Perform Total:$1,818.85 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 170559 CHANGE ORDER Nucor Rebar Fabrication Midwest LLC Change Order No.: CO-0003 FP - WWTP Nutrient Reduction Ames Job Description: 00524182 Job No.: Woodruff Construction Company Email: woodconap@woodruff.build Bid Item No.: 001 W10742 Revised C/O Date: 05/28/25 Sell To: Rev No. 1 Original C/O Date: 05/05/25 Change Order Description: ADD GRIT WALKWAY RFI094 Description Type Quantity Line Amount 1ADD GRIT WALKWAY RFI094 $1,058.00LSAdd CHANGE DESCRIPTION: ADD - gRIT WALKWAY RFI094 AUTHORIZED BY: JOEL GUTHRIE CONTRACTOR CONTACT INFO: Joel Guthrie <joelg@woodruff.build> (515-735-2465) NRF RELEASE # 9008XB & 9009XA ADDITIONAL FREIGHT LOAD(S):1 ADDITIONAL WEIGHT (LBS): 381 ADDITIONAL DETAILING: 1 HOUR ADDITIONAL PLACING:381 LBS REMARKS: "The purpose of this change order is to capture the additional bar for grit walkway per RFI-094 recieved 5-1-2025. Change order 003 for 381 lbs black bar, 30 L.F.-1 1/2" slab bolster capped, 191 lbs placing, 1 freight charge and 1 hour detailing work. **Change orders / pricing requests will need to be approved before the release of material for fabrication/delivery. Pricing is valid for 10 days from the email date. Nucor Rebar Fabrication reserves the right to adjust this pricing if material is not shipped within a reasonable time frame.** $1,058.00Total: Addition To Contract Date: Name: (Please Print) Bill AtcherIssued By: (Signature) Accepted By: Customer Copy1401 N. 15th Ave. E., Newton, IA 50208, USA T. 641-792-7142 F. 641-792-2820 Nucor Rebar Fabrication Midwest LLC Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 171560 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 094 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/28/2025 Owner: City of Ames Date Required: 5/01/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3' - 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation 62.25'. Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar spacing. We will also need to know what rebar will need to be in the slab itself as well. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: 5/01/2025 5/01/2025Jack Karnes JRK SAI: Yes, this is an acceptable solution. See the detail attached on the last page. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 172561 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 E/990-AS5.03 RFI 65 ?? ?? Epoxy 90 degree bent rebar into wall. What rebar is to be installed in the slab? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 173562 12" PRECAST CONCRETE PLANK #6@12"#7@12" DOWELS #5@12" DOWELS #6@12" #7@6" DOWELS LA P 1' - 9 " LA P 1' - 9 " #5@12"#5@12" #4@8" #7@12" #4@8"#7@12" #5@12" DOWELS #7@12" 3 4 1 #3@8" STIRRUPS 1'-2" W x 1'-8" D BEAM (TYP OF 2) 6"x6" CHAMFER 4 1 7 3 5 9 1 3/4" 2 #4@8" LA P 1' - 6 " 6 3 3-3-6 PRECAST WALL PANEL (TYP.) LA P 2' - 1 1 " 1' - 2 " LA P 2' - 1 1 " 1' - 2 " (TYP.) 1' - 0" 8" 2' - 4 " EL. 54.00 EL. 47.50 8" #4@8" DOWEL T/ SLAB EL. 38.42 EL. 59.25 12 (TYP.) EL. 63.25 LAP 1' - 6" EL. 48.51 EL. 78.00 PLANK BRG. EL. 63.25 T/ SLAB FLOOR 11 CL R . 3" APPOXIMATE EXCAVATION LIMITS CL R . 3" 102~#7 3~#7 8 2 3' - 0 " 9 EL. 56.17 T.O PRECAST WALL EL. 83.50 14 14 #5@12" DOWELS (TYP.) LA P ( T Y P . ) 1' - 9 " #4@8" #7@12"#6@12" 3 3 2 4 1 #5@12" (TYP.) 8" 3 EL. 38.42 EL. 54.00 EL. 56.00 EL. 63.25 (TYP.) 1' - 0" 1' - 2 " LAP (TYP.) 1' - 6" 10 12 (TYP) 4 1. GENERAL NOTES: FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE DRAWING 990-AS6.04 KEY NOTES: 12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC CRUSHED STONE FILL ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC WATERSTOP #4@8" THREADED DOWEL BAR REPLACEMENTS #6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL WITH 6" EMBEDMENT CONTINUE #8 HORIZONTAL BARS ABOVE OPENING. PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE HEAD CELLS IN PLACE OF VERTICAL BARS. FLOWABLE FILL TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED. 4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS REQUIREMENTS. ALUMINUM PLANKING SIMILAR TO 2'' BOARD INSULATION ALUMINUM RAILING CONCRETE FILL PER MANUFACTURES REQUIREMENTS INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND CONCRETE CONE TO FACILITATE GRIT TOWARD COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP WITH MANUFACTURER. 1 2 3 4 5 6 7 8 9 10 11 12 H 990-AS5.04 A 990-AS5.04 13 14 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM 4429.0094429.009 20-AS3.0220-AS3.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 SE C T I O N S - 2 SE C T I O N S - 2 TRAVIS ANDERSONTRAVIS ANDERSON 8989 0 1' 2' 4'8' 0 1' 2' 4'8' 20-AS3.02 1SECTION 20-AS3.02 2SECTION 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 RFI 2 4' 1/8" What rebar is to be installed in the slab? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 174563 SAI; PROPOSED DETAIL 2" C L R . EL. 63.25 wall that has already been poured. #5@12" #5@12"x3'-4" LONG, BENT ADHESIVE ANCHOR DOWELS, EMBED 6" MIN. (TYP.) 3 1/8" 1' 2" 1' 4" 1' 1' 4" 3' 10" PROVIDE #5@12"x2'-0" LONG DRILLED ADHESIVE ANCHOR DOWEL, EMBED 4", EACH END OF WALKWAY Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 175564 6/23/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #020 – Structure 20 Coiling Door Add – R1 Dear Travis Anderson: Per prior conversations with Plant Superintendent Tyler Ver Meer, we are proposing the following: • Eliminate the planned 3” IMP located at the mezzanine level of Structure 20. • Install an overhead coiling door matching the same specs as the door scheduled for the first level. This door would be hand chain operated vs motor operated. • Provide and install (4) post bases for removable railing supplied by the owner. Our total price to perform the subject changed work is $6,611.25. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 6/27/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 176565 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 20 Price Breakdown ADD OVERHEAD DOOR - STRUCTURE 20Description: Eliminate removable insulated panels and trim located on the mezzanine level of Structure 20 and replace with a coiling door. Provide and install posts brackets for owner supplied removable railing. Description PriceQuantity Unit Unit Price CREDIT REMOVABLE IMP LABOR CREDIT REMOVABLE IMP MATERIAL OVERHEAD COILING DOOR - CHAIN OPERATED CREDIT IMP STEEL ANGLES (4) ALUMINUM POST BRACKETS 6,150.00Subtotal:-1,040.00 0.00 -8,050.00 0.00 15,240.00 0.00 $153.752.50%$6,150.00Bonds and Insurance $307.505.00%$6,150.00OH&P - Subcontractors Total:$6,611.25 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 177566 CHANGE ORDER REQUEST M WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF 501 GREENFIELD DR 56797 280TH ST TIFFIN, IA 52340 AMES IA 50010 FAX # PH # 319-545-2410 DATE : 07-18-2025 PROJECT MANAGER : JH EST CR YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 6 WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS : CREDIT- PICK-UP FROM SITE, STAINLESS STEEL ANGLES @ IMP KNOCK OUT SYSTEM, @ STRUCTURE 20 CREDIT ($1,000.00) WITH NO SALES TAX INCLUDED THANK YOU BEN BREUER WE AWAIT YOUR CHANGE ORDER TO PROCEED CC: JOE HARTL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 178567 CHANGE ORDER REQUEST M WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF 501 GREENFIELD DR 56797 280TH ST TIFFIN, IA 52340 AMES IA 50010 FAX # PH # 319-545-2410 DATE : 07-18-2025 PROJECT MANAGER : JH EST CR YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 7 WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS : REF PCO 202 PROVIDING (4) REMOVABLE ALUMINUM POST BRACKETS WITH EPOXY ANCHORS OUR PRICE IS $450.00 WITH DELIVERY AND NO SALES TAX THANK YOU BEN BREUER WE AWAIT YOUR CHANGE ORDER TO PROCEED CC: JOE HARTL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 179568 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 0 56 9 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 removable railing 11'-6"11 ft 6 in Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 181570 4" #4@10" CLOSED STIRRUPS 4" 3~#7 2~#7 A A BEAM B-3 BEAM B-2 1' - 0 " 2' - 0 " 1' - 0"1' - 0 " 3~#7 2~#4 2~#7 #4 CLOSED STIRRUPS 3~#7 2~#7 2' - 0 " 1' - 0" 1' - 0 " #4 CLOSED STIRRUPS SECTION A-A SECTION B-B 4"4" #4@10" CLOSED STIRRUPS 4"4" #4@10" CLOSED STIRRUPS3~#7 2~#7 B B 3~#7 2~#7 1' - 2" 4" #4@10" CLOSED STIRRUPS 4" B B BEAM B-1 BOXOUT 8" BRG./ COLUMN C-1 COLUMN C-2 1' - 0 " 2~#4 COLUMN C-1 COLUMN C-2 2' - 1 1 " LA P 2' - 1 1 " 2' - 1 1 " LA P 2' - 1 1 " COLUMN C-3 3~#7 2~#7 3~#7 2~#7 3~#7 2~#7 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" 4'-6" x 4'-6" FOOTING COLUMN C-2 1' - 0" SECTION C-C 1' - 0 " 1' - 0" 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" 6'-6" x 6'-6" FOOTING COLUMN C-1 1' - 0" 4~#6 DOWELS #4@12" 4~#6 4~#6 DOWELS 2' - 1 1 " CL R . 2" CL R . 3" 1' - 4 " C C #6@12" WIDENED WALL FOOTING 1' - 0" 4~#6 DOWELS COLUMN C-3 1. GENERAL NOTES: SEE GENERAL NOTES ON 990-AS6.04 KEY NOTES: #4@8" DOWELS WITH THREADED DOWEL BAR REPLACEMENTS. 4000 PSI CONCRETE FILL AS REQUIRED PER EQUIPMENT MFRS. 1 2 1. 2. 3. NOTES PROVIDE CONTINUOUS BACKER ROD AND CAULK AT EDGE OF IMP WALL PROVIDE CONTINUOUS SEAL PER MANUFACTURER'S DETAILS AND SPECIFICATION. ALL EXTERIOR EXPOSED SURFACES SHALL BE PAINTED W/ KYNAR 500 OVER CORROSION RESISTANT PRIMER AND ALL SS HARDWARE SHALL HAVE A CORROSION RESISTANT COATING A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:30 AM9/9/2024 9:20:30 AM 4429.0094429.009 20-AS5.0120-AS5.01 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S - 1 DE T A I L S - 1 TRAVIS ANDERSONTRAVIS ANDERSON 9292 NO SCALE20-AS5.01 A BEAM DETAILS NO SCALE20-AS5.01 B COLUMN DETAILS 20-AS5.01 C DETAILED INTERMEDIATE LEVEL PLAN 0 1' 2' 4'8'20-AS5.01 D PANEL (IMP) WALL SECTION TYPICAL INSULATED METAL 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 slope concrete to exterior for drainage at 1/4" per foot. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 182571 RUN LANDING CONTINUOUS STRINGER WITH FULL PENETRATION WELDS 1 1/2"X11" CONCRETE FILLED METAL PAN STAIR TREAD WITH 3/8" RADIUS NOSING 1/4"X10" STEEL PLATE STRINGER CONCRETE FILLED METAL DECK STAIR LANDING 3X3X1/4X3" LONG ANGLE WELDED TO BASE OF STRINGER WITH 5/8" DIA. EXPANSION ANCHORS EMBEDDED 6" INTO CONCRETE R T 1" NOSE 21 " 21 " 42 " 12" 60" (MAX.) 48" (TYP.)12" 4" 1/ 4 " M A X . TOE KICK SIDE MOUNT WALKING SURFACE B 200-AS5.07 (TYP.) RAILING A 990-AS5.04 REMOVABLE GUARDRAIL POST POUR STOP 1/4"X4" TOE KICK CONCRETE TOPPING CAP PLATE 1/4" MAX. SOLID CONCRETE BLOCK OVERSIZED SLEEVE INSERT SEE PLAN STAIR STRINGER 2"X2"X1/4" GRATING SUPPORT ANGLE COPE TOP OF CHANNEL WHERE GRATING PASSES OVER TOP 2"X2"X1/4" CONT. ANGLE 3/16 2-12 3/16 2-12 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:29:05 AM9/9/2024 9:29:05 AM 4429.0094429.009 200-AS5.07200-AS5.07 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 223223 NO SCALE200-AS5.07 A CONCRETE FILLED METAL PAN STAIR NO SCALE200-AS5.07 D REMOVABLE GUARDRAIL NO SCALE200-AS5.07 B GUARDRAIL SIDE MOUNT 200-AS5.07 C STAIR STRINGER COPING 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 from shop drawing submittal Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 183572 7/28/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #021 – Admin Building Electrical and Casework Changes – R1 Dear Travis Anderson: Per CPRs 011, 014, 015 and additional conversations with the City, we are proposing the following: • Add power per CPR 015 for an owner supplied fan. • Add power per CPR 014 for AC-20-01 and AD-200-01. • Remove Reception countertop per CPR 011. • Upgrade Copy Room tops to solid surface per owner request. • Make changes to power and data locations per the attached mark-up of CPR 011. Mark-ups made are per conversations with the City. Our total price to perform the subject changed work is $8,045.87. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 8/11/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 184573 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 21 Price Breakdown ADMIN BLDG ELECTRICAL + CASEWORK CHANGESDescription: Changes to power and data at the Admin Building per CPRs 011 , 014 and 015. Changes to the reception and copy area casework per CPR 011. Description PriceQuantity Unit Unit Price CPR-015 - OWNER SUPPLIED FAN ELECTRICAL CPR-014 - COMPRESSOR AND DRYER ELECTRICAL CPR-011 - POWER AND DATA FOR FURNITURE CREDIT RECEPTION COUNTER LABOR CREDIT RECEPTION COUNTER MATERIAL UPGRADE COPY ROOM TOPS TO SOLID SURFACE 7,484.53Subtotal:-560.00 0.00 0.00 0.00 8,044.53 0.00 $187.112.50%$7,484.53Bonds & Insurance $374.235.00%$7,484.53OH&P - Subcontractors Total:$8,045.87 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 185574 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 6 57 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 7 57 6 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 8 57 7 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 18 9 57 8 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 0 57 9 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 1 58 0 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 2 58 1 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 19 3 58 2 428 Central Avenue, Fort Dodge, IA 50501 Phone: 515-573-2021 Email: Sales@fwpia.com Revised Request for Change (CO #2) MAY 14, 2025 From: B.A.K MFG dba Fletcher Wood Products 428 Central Avenue Fort Dodge, IA 50501 To: Woodruff Construction Project: Ames Nutrient Reduction Modifications – Phase 1 Change Request: Change the countertop in copy room from laminate to solid surface 10” Wall cap in copy room to be solid surface Delete the 2 SSM window sills in Lab Delete the 3 laminate sills on second floor Total Change Order: Add $ 1,525 without tax Respectfully Submitted by: Bruce K. Gast Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 194583 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx COST PROPOSAL REQUEST NO.: 015 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch. Coordinate location with OWNER in Room 20004. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 195584 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 April 3, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx COST PROPOSAL REQUEST NO.: 0014 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-E6.03 009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200- 01 from this breaker. Provide a non-fusible disconnect at the unit 009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 196585 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 June 17, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx COST PROPOSAL REQUEST NO.: 011 TO: Woodruff Construction, Inc. ISSUED BY: Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-AS4.08 011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER. Drawing 200-E1.03 011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached for reference. 011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath the window and above the OWNER-provided desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 197586 SAI: Remove knee wall, steel plate supports, countertop support brackets, and countertop. Furniture will be provided by Owner. WCC: Copy Room tops were upgraded to Solid Surface. Traded for material deduct on reception desk. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 198587 IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 WCC: Box already in wall under desk. Provide whip into owner furniture. SAI: Move gang box and Key Note 19. SAI: Remove this receptacle. SAI: Move this receptacle south near corner to avoid desk. SAI: Remove this receptacle. SAI: Remove this receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Change to fourplex receptacle. SAI: Change to duplex receptacle. SAI: Remove these receptacles. SAI: Move this receptacle under desk. SAI: Remove this receptacle. SAI: Add fourplex receptacles. SAI: Remove this receptacle. SAI: This will be a hardwired connection to power panel on Owner-provided furniture. WCC: Add data this location as well WCC: Add data this location as well WCC: Add power and data at location circled in blue. Other receptacles not needed. WCC: Wall and rough was installed already. This was demolished prior to drywall based on furniture plans. WCC: Comments and mark-ups in blue are based on site review with Tyler Ver Meer, Woodruff and VME on 6/18/25. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 199588 RE F . REF. RNG. REF. D W RACK RACK TV TV 4995BLR Closed Base for 4994 2 MR-611H Magnuson Group Mega Rak 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 2012 Single Coat Hook 2 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 KEY 104E LIBRARY 20007 LOCATION TBD VESTIBULE 20001 RESTROOM 20024 SHOWER 20019 JANITOR CLOSET 20023 CORRIDOR 20003 KEY 107E TRIPLE TRAYLETTER WALL RACK BIG & TALLIGNITION CHAIR BIG & TALLIGNITION CHAIR CONFERENCE/ TRAINING ROOM 20015 BIG & TALLIGNITION CHAIR KEYSFR305 - FR310 MAINTENANCE OFFICE 20011 WOMENS LOCKER ROOM 20017 STAIR 20026 RESTROOM 20025 OFFICE 20022 NUCLEUS CHAIRW/ FABRIC SEAT GARAGE 20031 KEY 115E OFFICE 20006 OFFICE 20008 MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA KEY 112E KEY 109E KEY 119E KEY 114E TABLE & CHAIR STORAGE 20015A KEY 110E KEY 113E KEY 111E KEY 105E KEY 101E KEY 104E COPY/WORK ROOM 20005 SHOWER 20018 BREAK ROOM 20013 KEY 114E RECEPTION 20004 LAB 20010 IDEAL POWERLOCATION LAUNDRY 20020 KEY 117E MUD ROOM 20012 STORAGE 20029 KEY 106E STORAGE 20027 BIG & TALLIGNITION CHAIR LOBBY 20002 KEY 102E IT CLOSET 20014 PARTS/TOOL STORAGE 20028 TRIPLE TRAYLETTER WALL RACK KEY 116E CONTROL ROOM 20009 FIRST AID/ LACATION/ SLEEP 20021 KEY 103E KEY 118ESHOP 20030 KEY 108E MENS LOCKER ROOM 20016 COAT HOOKS 25D X 72W 4'x6' MARKERBOARD 3'x 3 ' M A R K E R B O A R D 42" AFF 60" AFF 3'x4' MARKERBOARD FI S H T AN K 4'x6' MARKERBOARD 60" AFF SEATING & MARKERBOARD ONLY EXISTING SHELVING MOBILE COAT RACK 42" AFF 4'x6' BULLETIN BOARD 12 CHAIRS WITHOUT ARMS BU L L E T I N B O A R D 4'x 6 ' 4'x6' BULLETIN BOARD CE N T E R B E T W E E N W I N D O W S 4'x6' MARKERBOARD COAT HOOK60" AFF 60" AFF 3'x 4 ' M A R K E R B O A R D COAT HOOK 60" AFF EXISTING SHELVING EXISTING SHELVING 36 CHAIRS WITH ARMS 4'x 8 ' M A R K E R B O A R D COAT HOOK 4'x6' MARKERBOARD 3'x 4 ' M A R K E R B O A R D COAT HOOK 0' -10" 1' -7-1/4" 1' 1' 1' 3' - 9 - 1 / 4 " 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 0' - 9 - 1 / 2 " 1' 3' -10" 7' - 1 0 " 3' -10" 1' -7-1/2" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 CR CL 1f t 30 / 3 0 1f t HS D G 48 42H MP 4 8 4 30 / 6 5 BBF 30/48 FEP 36/42 30 / 5 1 30 / 4 8 30 / 4 8 36/3 MP 6 0 4 SL3029F FEP MP 3 0 4 24 x 3 6 x 2 9 24 x 3 6 x 2 9 BBF To p 48 SL3029F BB F 30 / 7 2 / 3 0 H 24 x 3 6 x 6 6 MP484 18 x 2 4 x 6 6 18 x 3 6 x 6 4 30 / 7 2 / 3 0 H 2141XLAL 24 / 4 2 30 / 7 2 / 3 0 H 48/65 30/72 HATB-2S-T HATB-2S-T FEP 22 / 4 8 F MP 2 4 4 BB F MP484 65E-F 48 SL3029F 30 / 7 2 / 3 0 H 48/65 30 / 4 8 24 / 4 2 MP 3 0 4 30 / 7 2 / 3 0 H 36/5 FE P L Ga n g 36/5 60 HF23B 30 / 2 4 5f t HF23B 35 W HS D G 1f t SL 3 0 2 9 F HF23B Ga n g 2141XLAL 35 W 5f t 1f t H37-1/8-N Ga n g 35 W 28/70 5f t 24/30 48/35 36 1f t 24 x 3 6 x 2 9 BB F HS D G 5f t 30/48 Ga n g 65E-F FF SL3029F HF23B FE P FF FF BB F SL 3 0 2 9 F 30 / 5 4 22 / 4 8 F Top BBF PU L L Ga n g 2012 1f t 5f t Ga n g FB 1f t 1f t MP 4 8 4 5f t 60 / 4 8 / 3 0 / 3 0 HF23C 30 / 7 2 / 3 0 H BB F 30 / 6 5 MP 4 8 4 30 / 2 7 H37-1/8-N 18 x 2 4 x 6 6 FEP FEP 65E-F 1f t Ga n g FF FEP Ga n g 36 / 3 1f t MP 4 8 4 48/42 Ga n g CD P A _ R CD P A _ R Ga n g 1f t 5f t WB K 18 x 4 2 x 6 4 3172BL 24 x 3 6 x 2 9 FEP Ga n g 24 x 3 6 x 6 6 1f t 1f t 5f t CD P A _ L 5f t WB K 5f t 72 / 4 8 / 2 4 / 3 0 FEP 5f t 5f t 30 / 3 0 HA T B - 2 S - T FEP BBF MP 3 0 4 65 T Ga n g H37-1/8-N BB F 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H SL FB 22 / 4 8 F 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 1f t H37-1/8-N 65E-F MP 3 0 4 BB F 36/42 5f t HS D G MR-611H 5f t BB F 30 / 7 2 / 3 0 H 30 / 4 8 48 48 Ga n g PU L L 65E-F 30 / 7 2 / 3 0 H 48/65 Ga n g 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 2012 SL3029F FEP HF23B 36/5 HSDG HF23C BBF 48/65 CD P A _ L 30 / 7 2 / 3 0 H 1f t 1f t BB F CM P 6 0 1 4 5f t Ga n g 30/48 5f t 30 / 2 4 49 9 4 Ga n g 72 / 4 8 / 2 4 / 3 0 5f t 30 / 4 8 FEP 30 / 6 5 30 / 7 2 / 3 0 H 36 / 5 MP 4 8 4 Ga n g 48 5f t WB K 1f t FF 30/72 65 E - F WB K 35 W 49 9 4 2012 1f t 30/60 HATB-3S-T 5f t 30 / 7 2 / 3 0 H 35 W 30 / 7 2 / 3 0 H 18 x 3 6 x 6 4 FEP 30/48 H37-1/8-N 30 / 6 0 20X28 FEP 48 3172BL Ga n g MP 4 8 4 HATB-2S-T 36/5 1f t 65E-F HS D G BB F 4995BLR Ga n g 24 x 3 6 x 2 9 36/5 Ga n g 30 / 7 2 / 3 0 H 48 30 / 7 2 30 / 6 5 60 H37-1/8-N Ga n g 30 / 7 2 / 3 0 H 24 x 3 6 x 2 9 65 E - F 24/30 30 / 4 8 MP604 5f t 30 / 3 0 SL 3 0 2 9 F HF23C 30 / 7 2 / 3 0 H 5f t FF FE P R FEP BB F 30/72 22 / 4 8 F H37-1/8-N CL CL CL SC FB FB FB CR CLCR CLCLCR SL SL DP A _ R DPA_L DP A _ L D P A _ R DP A _ L DPA_R 29H29H 6060 HM G 1 HMG 1 HMG1 HMG 1 HMG1 HM G 1 HMG 1 HMG1 HM G 1 HMG1 HMG 1 HM G 1 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HI G S 6 HI G S 6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 HI G S 6 HIGS6 KB KB HNR1 HI W M M HI W M M HI W M B T HIWMM HI W M M HIWM B T HIWM M HIWM B T HI W M M HIWMMHIWMM HIWM B T HIWM M HIWMM HI W M M HI W M M HIWM M HIW M M HIWM M HMG5HMG5 HMG5HMG5 HICS 7 HICS 7 HICS 7 HICS 7 HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 HT L L E C T A 14 x 3 6 x 3 7 HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23C 48/3 0 HF23C HF23B HF23C HF23C HF23B HF23B HF23C HF23C 48/3 0 HF23C HF23C HF23B HF23C HF23C HF23C HF23C HF23C 48/3 0 HF23C HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23C 15/48 VH7-F WT H WT H WT H WT H WT H WT H WT H WT H WT H WT H 36 x 7 2 H 36 x 7 2 H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 8 F 22 / 4 8 F 22 / 4 2 F MA MA MA MA MA MA MA 15/72 15/48 MA MA 22/54F 22/54F22/48F 22/48F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 LK R / D / 3 0 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 L K R / D / 3 6 / 7 2 - 6 TC48-F TC36-F TC48-FTC36-F TC 3 0 - F TC48-F TC48-F TC 3 0 - F TC48-F TC 3 0 - F TC 3 0 - F TC48-F PAGE NO. THESE TERMS AND CONDITIONS. CONSTITUTES AGREEMENT TO ACCEPTANCE OF THIS DOCUMENT OR DESTROYED AS INSTRUCTED. RETURNED TO WORKSPACE INC. NOTES AND ANALYSIS, MUST BE ALL COPIES, EXTRACTS, RELATED THIS DOCUMENT, ALONG WITH DEMAND OF WORKSPACE INC., RIGHTS RESERVED. UPON THE WORKSPACE INC. ALL PATENT WRITTEN CONSENT OF MANNER WITHOUT THE EXPRESS LOANED, OR USED IN ANY OTHER BE DISCLOSED, REPRODUCED, INFORMATION HEREIN MUST NOT EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED IN WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 1/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 PROJECT DESCRIPTION Admin Building d:\DESIGN PROJECTS\A-F\CITY OF AMES\RFPS\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER Nathan Wells Ames Water Pollution Control Plant Holly Reeves DESIGNER DATE PROJECT WORKPLACE CONSULTANT Drawing from furniture supplier - furniture provided by OWNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 200589 TV 2012 Single Coat Hook 2 MOUNT THIS TRANSACTION COUNTER AT 32" AFF FOR ADA LOCATION TBD COPY/WORK ROOM 20005 VESTIBULE 20001 LOBBY 20002 IDEAL POWER LOCATIONRECEPTION 20004 KEY 101E NUCLEUS CHAIR W/ FABRIC SEAT COAT HOOKS 4'x6' BULLETIN BOARD FI S H T AN K 4'x6' MARKERBOARD 'x 8 ' M A R K E R B O A R D 60" AFF 4'x6' BULLETIN BOARD 0' -10" 3' - 9 - 1 / 4 " 1' 7' - 1 0 " CR CL HATB-3S-T 60 / 4 8 / 3 0 / 3 0 FEP 2012 42H HS D G 36/42 CM P 6 0 1 4 30 / 5 1 36/42 35 W HF23C FB BB F 48/35 36 FE P L CD P A _ L 48/42 35 W HF23C FE P R FF 28/70 CD P A _ R HF23C BB F FF CR CLCL CL CR CR HNR1 HICS 7HICS 7 HICS 7 HICS 7 HF23C HF23C HF23C HF23C 48/3 0 15/48 VH7-F MA 15/72 15/48 TC48-F TC48-FTC36-F TC36-F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 2/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 201590 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20006 TRIPLE TRAY LETTER WALL RACK 20005 BIG & TALL IGNITION CHAIR KEY 102E LIBRARY 20007 4'x6' MARKERBOARD COAT HOOK 60" AFF 42" AFF 1' 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 x4 2 x 6 4 24 x 3 6 x 2 9 24 x 3 6 x 6 6 30 / 2 4 36/536/5 18 x 2 4 x 6 6 48 36/5 3172BL FB HF23B BB F PU L L 24 x 3 6 x 2 9 HF23B 24 / 4 2 HF23B HF23B HF23B 72 / 4 8 / 2 4 / 3 0 2012 24/30 24 x 3 6 x 2 9 36/5 60 36 / 5 FB HI G S 6 HI G S 6 KB HIW M B T HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23B MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 3/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. PROJECT DESCRIPTION 05/12/25 Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves WORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 202591 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 4995BLR Closed Base for 4994 2 KEY 107E LIBRARY 20007 BIG & TALL IGNITION CHAIR 60" AFF COAT HOOK 60" AFF COAT HOOK 42" AFF 1' 1' 3' -10" 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 HX 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 18 x 4 2 x 6 4 BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 36/536/5 60 HF23B 60 48 48 36/5 BB F 4995BLR PU L L 24 x 3 6 x 2 9 24 x 3 6 x 2 9 49 9 4 24 / 4 2 2012 36/5 24/30 24/30 3172BL 36 / 5 FB PU L L 24 / 4 2 72 / 4 8 / 2 4 / 3 0 20123172BL FB FB HI G S 6 HI G S 6 HI G S 6 HI G S 6 KB KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HU S L M O D 1 3 7 2 14 x 3 6 x 3 7 HF23C HF23B HF23B HF23B MA MA 22/48F 22/54F22/48F 22/54F PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 4/12 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Holly Reeves Ames Water Pollution Control [Order entry, Contract DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 203592 2012 Single Coat Hook 1 3172BL Steel Wall File, Triple Letter-Size 1 OFFICE 20008 TRIPLE TRAY LETTER WALL RACK KEY 103E BIG & TALL IGNITION CHAIR KEY 105EKEY 104E 3' x 4 ' M A R K E R B O A R D 60" AFF 42" AFF COAT HOOK 4'x6' MARKERBOARD 1' 0' - 9 - 1 / 2 " 3' -10" SE H X 7 8 9 0 - 4 2 7 2 O C - F 2 4 3 0 24 x 3 6 x 2 9 BBF 3172BL SL 3 0 2 9 F BB F 49 9 4 72 / 4 8 / 2 4 / 3 0 60 FE P 30 / 2 4 48 18 x 2 4 x 6 6 Top 49 9 4 2012 24 x 3 6 x 2 9 MP604 24/30 HSDG 24 x 3 6 x 6 6 PU L L 36/3 24 x 3 6 x 2 9 24 / 4 2 30/60 CL FB FB HI G S 6 HI G S 6 KB HIWM B T HIW M B T HU S L M O D 1 3 7 2 HF23B HF23C HF23C 14 x 3 6 x 3 7 HF23B HF23B 48/3 0 HF23B HF23B HF23B MA MA 22/54F22/48F 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 5/12 PROJECT DESCRIPTION PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT DESIGNER DATE PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 204593 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 LOCKFR Lock Cylinder-FR Series, Material undefined 6 KEY 104E KEY 106E CONTROL ROOM 20009 BIG & TALL IGNITION CHAIR KEYS FR305 - FR310 KEY 105E KEY 104E BIG & TALL IGNITION CHAIR 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D 4'x6' MARKERBOARD 3'x4' MARKERBOARD 60" AFF COAT HOOK 1' -11-1/4" 1' 0' - 9 - 1 / 2 " BBF SL 3 0 2 9 F 36/3 2141XLAL SL3029F MP 6 0 4 HSDGMP604Top FE P BB F 3 0 / 6 0 24 x 3 6 x 6 6 HA T B - 2 S - T 18 x 3 6 x 6 4 30/60 FEP 30 / 5 4 CL HIGS6 HIGS6 HI W M B T HIW M B T HF23C HF23C HF23C HF23C 48/3 0 MA MA LK R / D / 3 0 / 7 2 - 6 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 6/12PAGE NO. 05/12/25 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Ames Water Pollution Control Holly Reeves [Order entry, Contract Nathan WellsWORKPLACE CONSULTANT DESIGNER PROJECT DATE Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 205594 2141XLAL LAB 20010 TRIPLE TRAY LETTER WALL RACK 3' x 4 ' M A R K E R B O A R D 3' x 4 ' M A R K E R B O A R D SEATING & MARKERBOARD ONLY BU L L E T I N B O A R D COAT HOOK 4' x 6 ' 60" AFF 1' 1' 1' -11-1/4" 0' - 9 - 1 / 2 " 0' - 1 0 - 3 / 4 " 1' -7-1/2" FEP MP 4 8 4 FEPFEP 48 SL FEP 48 FEP MP 4 8 4 MP 3 0 4 FEP MP 4 8 4 22 / 4 8 F 22 / 4 8 F 48 HIW M M HIWMM HF23C HF23C HF23C HF23C HF23B HF23C HF23C HF23C HF23B WT H WT H WT H 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 05/12/25 PAGE NO.7/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION Holly Reeves Ames Water Pollution Control [Order entry, Contract Nathan Wells PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 206595 KEY 114E KEY 110E KEY 113E KEY 111E KEY 114E KEY 109EMAINTENANCE OFFICE 20011 KEY 108E KEY 112E 4'x6' MARKERBOARD 4'x6' MARKERBOARD 4' x 6 ' BU L L E T I N B O A R D 1' -7-1/4"1' -7-1/2" BB F 22 / 4 8 F To p FEP HATB-2S-T FEP HATB-2S-T FEP MP 4 8 4 FEP 30/72 FEPFEP FEP 48 FEP 22 / 4 8 F BB F 18 x 3 6 x 6 4 BB F SL 30/72 30 / 4 8 FEP 30 / 4 8 MP 4 8 4 BB F 30 / 4 8 FEP FEP 30 / 7 2 MP 4 8 4 48 FEP 30 / 4 8 BB F 22 / 4 8 F 48 MP 4 8 4 HATB-2S-T 36 / 3 30 / 4 8 30 / 4 8 48 MP 4 8 4 48 22 / 4 8 F MP 3 0 4 30/72 BB F MP 4 8 4 48 SC HIGS6HIGS6 HI W M M HI W M M HI W M M HIWMMHIWMM HI W M M HIWMM HI W M M HI W M M HF23C HF23C HF23C HF23CHF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H WT H WT H 22 / 4 8 F 22 / 4 8 F HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 8/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 05/12/25 [Order entry, Contract Nathan Wells Holly Reeves Ames Water Pollution Control WORKPLACE CONSULTANT DATE DESIGNER PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 207596 2141XLAL Coat Rack w/ 5 hooks on a flush plate 1 KEY 119E OFFICE 20022 KEY 115E KEY 118E KEY 116E KEY 117E COAT HOOK 4' x 8 ' M A R K E R B O A R D 60" AFF 1' HS D G 30 / 3 0 WB K 30/48 65E-F HS D G FF SL3029F MP 2 4 4 WB K 30 / 3 0 MP484 65E-F 30 / 6 5 FF BBF 30/48 SL 3 0 2 9 F SL3029F 48/65 BBF WB K MP 3 0 4 SL3029F 36/5 65E-F MP 3 0 4 CD P A _ L 35 W SL3029F 30 / 6 5 30/48 BBF MP484 HS D G 65E-F SL 3 0 2 9 F 2141XLAL 30/48 FF 35 W 30 / 3 0 65 T MP 3 0 4 30 / 6 5 30 / 6 5 48/65 WB K 30 / 2 7 65 E - F BBF FF HS D G 48/65 65E-F 65E-F 35 W 48/65 CD P A _ R 65 E - F CL CL SL SL DPA_L DP A _ L D P A _ R DP A _ L D P A _ R DPA_R HI G S 6 HI G S 6 HIW M M HIW M M HIW M M HIW M M HF23C HF23C HF23C 48/3 0 48/3 0 48/3 0 48/3 0 HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C HF23C WT H WT H WT H WT H 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F 22 / 4 2 F MA MA MA MA HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S HL E D 1 7 A S 42 42 42 42 TC 3 0 - F TC 3 0 - F TC 3 0 - F TC48-FTC48-F TC 3 0 - F TC48-F TC48-F AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net PROJECT DESCRIPTION 9/12 05/12/25 PAGE NO. d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw [Order entry, Contract Holly Reeves Ames Water Pollution Control Nathan Wells DESIGNER DATE WORKPLACE CONSULTANT PROJECT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 208597 2141XLAL Coat Rack w/ 5 hooks on a flush plate CORRIDOR 20003 KEY 119E FIRST AID/ LACATION/ SLEEP 20021 COAT HOOK 60" AFF 1' MP 3 0 4 30 / 6 5 30 / 3 0 SL3029F 30/48 HS D G MP484 SL 3 0 2 9 F 65E-F BBF 2141XLAL 65E-F 20X28 CL DPA_L HIW M M 48/3 0 HF23C HF23C WT H 22 / 4 2 F MA HL E D 1 7 A S 42 TC 3 0 - F d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PAGE NO. AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: PROJECT DESCRIPTION 10/12 05/12/25 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net [Order entry, Contract Holly Reeves Nathan Wells Ames Water Pollution Control PROJECT DATE DESIGNER WORKPLACE CONSULTANT Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 209598 REF. RNG. REF.IT CLOSET BREAK ROOM 20013 TABLE & CHAIR60 29H 29H 60 HM G 1 HMG1 HM G 1 HMG1 HMG1 HMG1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HM G 1 HMG5HMG5HMG5HMG5 LK R / D / 3 6 / 7 2 - 6 LK R / D / 3 6 / 7 2 - 6 AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net 11/12 05/12/25 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw PROJECT DESCRIPTION PAGE NO. Nathan Wells [Order entry, Contract Ames Water Pollution Control Holly Reeves PROJECT WORKPLACE CONSULTANT DESIGNER DATE KEYS FR311 - FR322 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 210599 RACK RACK TV MR-611H Magnuson Group Mega Rak 1 TABLE & CHAIR STORAGE 20015A LOCATION TBD IT CLOSET 20014 CONFERENCE/ TRAINING ROOM 20015 25D X 72W 36 CHAIRS WITH ARMS MOBILE COAT RACK 12 CHAIRS WITHOUT ARMS 1f t 5f t 5f t 1f t Ga n g 1f t Ga n g Ga n g H37-1/8-N 1f t 1f t 5f t 1f t 5f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H H37-1/8-N MR-611H 5f t 5f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 30 / 7 2 / 3 0 H Ga n g 1f t 5f t 30 / 7 2 / 3 0 H 5f t Ga n g 1f t 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H 5f t 5f t 1f t Ga n g 1f t Ga n g 5f t H37-1/8-N 30 / 7 2 / 3 0 H 5f t 1f t Ga n g 1f t 30 / 7 2 / 3 0 H Ga n g Ga n g Ga n g 5f t Ga n g 1f t Ga n g H37-1/8-N 30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 30 / 7 2 / 3 0 H Ga n g 5f t 1f t H37-1/8-N30 / 7 2 / 3 0 H 30 / 7 2 / 3 0 H Ga n g 5f t 5f t 5f t 1f t Ga n g 5f t 1f t 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t 30 / 7 2 / 3 0 H 1f t Ga n g 5f t Ga n g 30 / 7 2 / 3 0 H H37-1/8-N HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HM N 2 HICS 7HICS 7 HT L L E C T A 36 x 7 2 H 36 x 7 2 H PAGE NO. PROJECT DESCRIPTION 05/12/25 12/12 d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG\DRAWINGS\CET\25 0121_AMESCI_WATER POLLUTION CONTROL PLANT ADMIN BLDG_CET.cmdrw 515.288.7090 309 Locust St. Des Moines, IA 50309 www.workspaceinc.net AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST EXPRESSLY LOANED. THE FOR WHICH THE DOCUMENT IS USED ONLY FOR THE PURPOSE TRANSFERRABLE AND MUST BE IN CONFIDENCE. THIS IS NOT AFFILIATES AND IS SUBMITTED WORKSPACE INC. AND/OR ITS HEREIN IS THE PROPERTY OF INFORMATION CONTAINED THIS DOCUMENT AND ALL COMPANY CONFIDENTIAL: Nathan Wells Ames Water Pollution Control [Order entry, Contract Holly Reeves WORKPLACE CONSULTANT PROJECT DATE DESIGNER Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 211600 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #023 – Raw Waste Gate Valve Credit Dear Travis Anderson: Per the request of Strand Associates, we are proposing the following: • Deduct supply and install of (1) 20" Gate valve w/ electric actuator • Deduct supply and install (2) 30" gate valve w/ electric actuator(s) Our total credit for the subject changed work is ($142,912.18). All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 212601 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 23 Price Breakdown RAW WASTE GATE VALVES CREDITDescription: Credit supply and install for (2) 30" gate valves and (1) 20" gate valve located in the Raw Waste Basement . Credit includes actuators associated with these valves. No work will be done on the existing valves or actuators. Description PriceQuantity Unit Unit Price GATE VALVE MATERIAL CREDIT CREDIT 30" GV LABOR CREDIT 20" GV LABOR CREDIT GASKETS AND BOLTS -142,912.18Subtotal:-5,557.00 0.00 -137,355.18 0.00 0.00 0.00 Total:$-142,912.18 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 213602 TERMS & CONDITIONS ADDITIONAL COMMENTS Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed PREPARED BY: 2025-07-17-MT-1 July 17, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES - NURIENT REDUCTION - CREDIT FOR 20" & 30" GATE VALVES Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Item No.Tag Description 1 1 Quantity Size 30" $ 26,000 $ 26,000 Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C20" Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C2 $ 104,000 $ 52,000 2 Total Credit $ 133,000 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-17-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 214603 7/8/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #024 – Admin Building Well Tanks Dear Travis Anderson: Per RFI 113 , we are proposing the following: • Supply well tanks as outlined in the RFI response. Tanks will be Amtrol WX-452C. • Price does not include labor and includes a credit to cover the cost of the tanks that could have been assumed. Our total price to perform the subject changed work is $30,666.53. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/10/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 215604 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 24 Price Breakdown ADMIN BUILDING WELL TANKSDescription: Supply well tanks per RFI 113. Description PriceQuantity Unit Unit Price SUPPLY WELL TANKS 200-01 + 200-02 CREDIT 200 GALLON POLY TANK COST 28,527.00Subtotal:0.00 0.00 0.00 0.00 30,027.00 -1,500.00 $713.182.50%$28,527.00Bonds & Insurance $1,426.355.00%$28,527.00OH&P - Subcontractor Total:$30,666.53 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 216605 Change Order Estimate RFI 113 Rev1 Description: QTY UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL LINE TOTAL Project Manager 1 HRS 110.00 110.00 110.00 JOURNEYMAN PLUMBER 0 HRS 90.00 0.00 0.00 APPRENTICE 0 HRS 60.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIAL 0.00 0.00 Water Tanks 2 UNIT 0.00 11,000.00 22,000.00 22000.00 shipping 2 LOT 0.00 2,000.00 4,000.00 4000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PRIME-TOTALS 110.00 26,000.00 0.00 26,110.00 LS 0.00 0.00 0 1 LS 0.00 0.00 0 LS 0.00 0.00 0 LS 0.00 0.00 0 SUB-TOTALS 0.00 0.00 0.00 0.00 BOND (IF APPLICABLE) Company:PROCTOR MECHANICAL CORP FEE PRIME (15%)3,916.50 Contact: Date:7/3/2025 MATERIAL TAX 0.00 Rick Wald QUOTED PRICE 30,027 Rick Wald Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 217606 PROCTOR MECHANICAL CORPORATION 1100 HOAK DRIVE WEST DES MOINES, IA 50265 PLUMB SUPPLY COMPANY - DSM 1622 NE 51ST AVE DES MOINES, IA 50313-2125 Phone 515-262-9511 EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10109168707/24/2025 1 of 1 PLUMB SUPPLY COMPANY - DSM 1622 NE 51ST AVE DES MOINES, IA 50313-2125 Phone 515-262-9511 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED DSM COMMERCIAL BEST WAY 06/24/2025CHRISTOPHER GOULDING 2% 15TH, NET 20TH 1245 ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: PROCTOR MECHANICAL CORPORATION 1100 HOAK DRIVE WEST DES MOINES, IA 50265 SHIP TO: No *********************************** *********************************** * DOES NOT MEET A.I.S. REQ * ********************************* DOES MEET BUY AMERICAN REQ ********************************** MADE TO ORDER 4-5 WEEK LEAD TIME ********************************** WX-452-C-150-PSI AMTROL WELL TANK 392374 ~~SPECIAL ORDER, NO RETURN~~ 2ea 11000.000/ea 22000.00 22000.00 22000.00 Printed By: GOUCHR on 6/24/2025 1:08:38 PM CDT Please note that all quoted prices are subject to change without notice due to fluctuations in tariffs, taxes, and other market conditions. Any increase in costs resulting from changes in tariffs will be reflected in the final price. At Plumb Supply we strive to provide accurate and up-to-date pricing, but external factors may necessitate adjustments. Thank you for your understanding. Estimated Tax 0.00 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 218607 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 113 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 6/03/2025 Owner: City of Ames Date Required: 6/06/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on what will call for the wells pumps to run? PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run similar to existing based on pressure switch located at pressure tanks (WT-200-01/02). See the upcoming CPR for additional information. Chris Wright 6/13/25Chris Wright 6/13/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 219608 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 220609 7/16/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #025 – Well Pump Controls (CPR-016) Dear Travis Anderson: Per CPR-016, we are proposing the following: • Provide electrical, controls and programing modifications per CPR-016. Our total price to perform the subject changed work is $3,200.01. All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 7/23/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 221610 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 2 61 1 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 3 61 2 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 4 61 3 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 5 61 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 6 61 5 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 22 7 61 6 Cost Proposal Request Nutrient Reduction Modifications–Phase 1 City of Ames, Iowa Contract 2024-089 July 2, 2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx COST PROPOSAL REQUEST NO.:016 TO:Woodruff Construction, Inc. ISSUED BY:Travis Anderson DISTRIBUTION Zach Phillips Woodruff Construction, Inc. Tyler VerMeer City of Ames Travis Anderson Strand Associates, Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Sections 26 09 00 and 26 09 90 016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed as part of the Administration Building demolition. Provide the following I/O and controls to maintain functionality of the well pumps. Controls described below shall be provided in SCC-200 and be messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time required to implement PLC and SCADA HMI programming additions: SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 200 OFFICE WATER SUPPLY WELL PUMP PRESSURE SWITCH PS-200- 01 1 0 0 0 2~#14 FROM PRESSURE SWITCH RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS 2 WELL PUMP NO. 1 START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 2 WELL PUMP NO. 2 START/STOP WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN MCC-2 A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand- Off-Auto switch as follows: 1.In SCADA “Hand,” the pump shall start and run. 2.In SCADA “Auto,” the pumps shall be controlled as follows: a.When the office water supply pressure falls below the well pump pressure switch (PS-200-01) setpoint, the lead pump shall start and run. When the office water supply pressure rises above the well pump pressure switch setpoint, the lead pump shall shut down. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 228617 Cost Proposal Request No.016 Contract 2024-089 Page 2 June 30,2025 TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for alternation of the pumps as follows: (1)In the “Fixed” mode, the operator shall be able to select the lead pump with the unselected pump automatically becoming the standby pump. Alternation of the pumps shall be done manually by the operator. (2)In the “Automatic” mode, there shall be an automatic alternator within this PLC that shall rotate the pump sequence each time the lead pump shuts down. (3)If the lead pump is called to run and fails to start (call-to-run fail), is operating and fails, or is taken out of "Auto” (SCADA selector switch), the standby pump shall rotate into the lead position. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 200-P7.08 0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on attached drawing. 0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing. Drawing 200-E1.04 0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply piping.Pressure switch shall be as specified in Section 26 09 00.2.15. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 229618 1.53/4" DCW 1.53/4" DHW 43/4" DCW 1.53/4" DHW 1.53/4" DCW BV 18.51 1/2" DCW 1.53/4" DCW 1.53/4" DHW 3/4" DHWR BV BV BV BV BV 31" DCW 31" DHWEEWS-1 1.53/4" DCW 1.53/4" DHW 101" DCW 101" DHW BV BV BV BV BV L-1 L-1 L-1 L-1 LT-1 WB-1 UR-1 L-1 L-1 SK-1 WH-1 SK-2 SK-2 SK-2 SK-1 MB-1 23/4" DCW 23/4" DHW 23/4" DCW 23/4" DHW81" DHW 401 1/2" DCW 13/4" DCW 13/4" DHW 23/4" DCW BV BV SK-1 23/4" DHW 23/4" DCW 13/4" DCW 13/4" DHW 33/4" DHW 33/4" DCW 131" DCW 131" DHW (TYP.) 21" DHW 141" DCW 21" DCW 21" DHW WATER HAMMER ARRESTOR WH-1 BV 43/4" NPW BV BV TMV-1 SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. SEE SHEET 200-P7.07 FOR CONTINUATION. 1.53/4" DCW 1.53/4" DHW 1.53/4" DCW 1.53/4" DHW 61 1/2" DCW CIRCUIT SETTER 61 1/4" DCW BV BV RPZ BV 75.251 1/2" DCW 31.51 1/2" DHW 0.53/4" DCW WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 EWC-1 (TYP.) (TYP.) 21" DCW 21" DHW 21" DCW 21" DHW BV BV 3/4" DHWR WH 200-01 DHWP 200-01 BV 361 1/2" NPW SH-1 SH-1 SEE SHEET 200-P7.07 FOR CONTINUATION. HEATING HOT WATER SYSTEM CONNECTION BV 1.51/2" DCW 1.51/2" DHW WS 200-01 CF 200-01 WT 200-02 WT 200-01 WATER HAMMER ARRESTOR SK-2 4.51" DCW 4.51" DHW 1.51 1/2" DHW 1.51 1/2" DHW 14.51 1/2" DCW CV KEY NOTES: REFRIGERATION CONNECTION BOX FOR FUTURE USE.1 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM 4429.0094429.009 200-P7.08200-P7.08 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C EN L A R G E D O F F I C E W A T E R S U P P L Y S C H E M A T I C TRAVIS ANDERSONTRAVIS ANDERSON 248248 NO SCALE ENLARGED OFFICE WATER SUPPLY SCHEMATIC 1 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Bypass valve required. Well Pump Pressure Switch Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 230619 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 CLARIFICATION: Valve shown on isometric Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 231620 7/22/2025 TRAVIS ANDERSON STRAND ASSOCIATES 910 WEST WINGRA DRIVE MADISON, WI 53715 RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1 AMES, IA SUBJ: Potential Change Order #026 – Control Box A Gate Credit Dear Travis Anderson: Per the request of Strand Associates and the City of Ames, we are proposing the following: • Credit back the removal of the existing gate and supply and installation of a new gate for Control Box A. • Replace the seals and actuator on the existing gate per the recommendations of Coplastix. Our total credit for the subject changed work is ($33,472.00). All supporting documentation is attached. The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the project. This cost is included in the above price. Your written approval is required by 8/5/2025. Action after that date will result in additional costs and added time, which will then be added to the above price. When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Zach Phillips Senior Project Manager cc: File ______________________/__________ ______________________/__________ Owner Approval / Date Engineer Approval / Date Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 232621 1890 KOUNTRY LANE, FORT DODGE, IA 50501 Ph : (515)576-1118 Fax: 515-955-2170 WOODRUFF CONSTRUCTION, INC Change Request # 26 Price Breakdown CONTROL BOX A GATE CREDITDescription: Credit Control Box A Gate removal and re -install with new. Replace seals on the existing gate and install a new actuator Description PriceQuantity Unit Unit Price CONTROL BOX A GATE MATERIAL CREDIT CREDIT GATE REMOVAL AND INSTALL CONCRETE MATERIAL CREDIT COPLASTIX SEAL REPLACEMENT -33,472.00Subtotal:-6,160.00 0.00 -42,912.00 0.00 0.00 15,600.00 Total:$-33,472.00 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 233622 TERMS & CONDITIONS ADDITIONAL COMMENTS Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed PREPARED BY: 2025-07-18-MT-1 July 18, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:Ames - Nutrient Reduction - Credit For SLG-05-01 Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Item No.Tag Description 1 1 Quantity Size $ 59,000 $ 59,000 Deduct for Whipps Gate - SLG - 05 -01 Total Credit $ 59,000 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-18-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 234623 TERMS & CONDITIONS ADDITIONAL COMMENTS 1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts, installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted. 2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt. 3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs, Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges. 4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings, features, actuation, accessories, or otherwise shall require a re-quotation. 5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to ensure all items are included. 6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request). 7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished. 8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept any terms that waive subrogation or include any non-contributory contract language.” 9. Automated valve packages, Field Service, and Start-Up may be invoiced separately. 10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale". 11. Pricing will be held for 30 days. 12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer. 1. Please reference quotation number 2025-07-16-MT-1 on all purchase orders & correspondence. 2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc". SUB-TOTAL $ 16,268 $ 15,268 $ 15,268 Auma SAEX14.6/GK25.2/ACEXC01.2120" x 72" 2 Start-up $ 1,000 $ 1,000 1 Start Up for Electric Actuator Item No.Tag Description 1 Structure 5 - SLG- 05-01 (Control Box SG-48 from Ashbrook))) 1 Quantity Size PREPARED BY: 2025-07-16-MT-1 July 16, 2025QUOTATION DATE: QUOTATION#: VALVES * ACTUATORS * EQUIPMENT MUNICIPAL * POWER * PROCESS NEBRASKA * IOWA * KANSAS * MISSOURI MELLEN & ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501 QUOTED TO: PROJECT NAME:AMES, IA - NUTRIENT REDUCTION Mike Toupin Ph: (712) 322-9333 Fax: (712) 322-6557 mtoupin@melleninc.com WOODRUFF TERMS:100% Net 30 Days DELIVERY: SUBMITTAL: Factory FREIGHT TERMS: F.O.B.: Ext. NetEach Freight Allowed Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 235624 Classified by Alfa Laval as: Business June 24, 2025 To: Ames, IA Attn: Zach Phillips/Woodruff Construction Re: Seal Replacement Kit/Door- Coplastix Sluice Gate Alfa Laval Quote No.: 05072025 r1 Dear Mr. Phillips, Item #1 SG-48 Item #2 Item #3 SG-48 5400 International Trade Drive Richmond, VA 23231 - USA (800) 362 - 9041 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 236625 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 2 Classified by Alfa Laval as: Business NOTES AND EXCEPTIONS: A. Equipment offered is Coplastix Standard Design. B. Alfa Laval Inc. requires the customer furnish a written purchase order and it must be executed to schedule date. No technician will be dispatch to the job site without receiving a purchase order. C. Scheduling: We require 3 weeks’ notice minimum to schedule field service. Service will be confirmed subject to PO and current workload. D. Cancellation: 48-hour notice is required. In the event the field service is postponed or canceled within 48 hrs., a cancellation fee shall be imposed, to include all costs for time, travel, mileage, and expenses, as applicable. E. Tools: Alfa Laval technicians carry standard hand tools. Extra tools shall be provided by the customer. F. Equipment: All safety equipment, ladders, man lifts, rain tents, etc. shall be provided by the customer. The area of the gates shall be dry including the bottom for 48 hrs. G. Disassembly/reassembly of gates shall be done with the help of customer. Alfa Laval technician might be present to assist during disassembly unless disassembly done prior to technician arrival. Reassembly and adjustment of gates will be done after seals replaced. DO NOT assume any item not listed above is included in our proposal. Material/Equip. Total Price (see individual pricing above if not all needed) = $63,400.00 ea. Installation Service (1T, 2D) = $8,800.00 Freight: Included Total = $15,600.00 Contact (Mark Enochs) Tel # (952) 334-9257 for placing order. Unless otherwise specified in this proposal, all installation of equipment supplied by Alfa Laval, Inc. shall be installed by others. Taxes: The quoted price does not include any local, state, or federal taxes, permits or other fees. Any taxes or fees that may apply must be added to the quoted price and paid by the buyer. Proposal Acceptance: This proposal is offered for acceptance within thirty (30) days from date of this quotation or date of bid opening, whichever is the later date. Prices are subject to review thereafter. Prices are firm, based upon receipt of a Letter of Intent or Purchase Order and notice to proceed within this thirty (30) day period and the review and return of submittal drawings to Alfa Laval within thirty Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 237626 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 3 Classified by Alfa Laval as: Business (30) days. Delays caused by slow return of submittals and/or other manufacturing delays caused by the contractor, owner, owner's agent or engineer may result in additional charges of 1% per month for such delays or part thereof. Shipment: Shipment on the replacement seals can be made within three (3) to four (4) weeks after receipt of executed order. If a replacement door is needed, the delivery will be approx. sixteen (16) weeks, depending on shop loading at time of order. Service needs to be scheduled at a minimum three weeks prior of date of service. Payment Terms: 100% net 30 days (subject to credit approval) and as such no provision for retainage will be allowed under the terms of this project. These payment terms are not contingent upon payment from owner to Purchaser. Shipments such as embedded metal or partial items will be invoiced as shipped on a prorated price to be determined by Alfa Laval, Inc. If Purchaser delays shipment, Alfa Laval, Inc. may invoice and pass title to the Purchaser; Purchaser agrees to remit the amount due at the times stated, as if the equipment had shipped. All costs of storage shall be at the Purchaser's expense. Escalation Charges: In the event that delivery of equipment cannot be made on the scheduled delivery date agreed upon between Alfa Laval and buyer and as evidenced by the terms of the contract, due to buyer delay, Alfa Laval reserves the right to assess reasonable escalation charges to the project at the rate of 1% per month of the contract value for each month that the project is delayed. Terms: Alfa Laval's Standard Terms and Conditions are enclosed and apply in their entirety. All applicable sales, use or other taxes are to be paid by buyer. If any taxes are to be paid by seller, the quotation price shall automatically be increased by the same amount. Failure to pay invoices promptly when due nullifies Alfa Laval, Inc.’s obligation to perform work under warranty, installation and start-up in a timely manner. The contractor explicitly agrees that subject to acceptance by the consulting engineer and/or the owner, Alfa Laval, Inc. may substitute a stand-by letter of credit in lieu of cash retainages required in the plans and specifications and contract documents, and 100% of the cash released by such acceptance will flow through immediately to Alfa Laval, Inc. All orders are subject to credit approval prior to acceptance of contract and/or purchase order. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 238627 June 24, 2025 Seal Replacement for Ames, IA Alfa Laval Quote No.: 05072025 r1 Page 4 Classified by Alfa Laval as: Business General Notes: There is no provision included in the quoted price, unless noted, for field erection supervision, tests, inspections, or adjustment of equipment. If factory representative is required for any of these services, please refer to "Service Terms" enclosed. The equipment offered by Alfa Laval, Inc. is our standard design, materials, and manufacture. In the event that these items of equipment are subject to any alteration in design or materials or manufacture by the contractor, owner, owner's agent or engineer, such alterations shall be subject to change in the contract price and/or delivery schedule. We wish to thank you for the opportunity of offering this proposal. Should you have any questions, please feel free to contact our representative or us noted below. Sincerely, Doug Thomas Doug Thomas Busine Unit Manager, Fluid Control cc. MNX, Inc. (Mark Enochs) Alfa Laval Sales Representative Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 239628 Page 5 of 6 Alfa Laval Terms and Conditions of Sale (June 2020) v.2 Classified by Alfa Laval as: Business TERMS AND CONDITIONS OF SALE These Terms and Conditions of Sale (“Terms and Conditions”) apply to all quotations, orders, and contracts for Alfa Laval Inc. products (hereafter "Equipment") and associated services (“Services”) As used in these Terms and Conditions, the word "Equipment" includes all hardware, parts, components, software and options. 1. ACCEPTANCE: Our sale to you is limited to and expressly made conditional on your assent to these Terms and Conditions and, if applicable, on the attendant quotation, both of which form a part of the contract between us and which supersede and reject all prior agreements, representations, discussions or negotiations, whether written or oral, with respect to this sale and any conflicting terms and conditions of yours, whether or not signed by you. Any terms and conditions contained in your purchase order or request for quotation or other form which are different from, in addition to, or vary from these Terms and Conditions are expressly rejected, shall not be binding upon us, and are void and of no force or effect. These Terms and Conditions may not be changed except by the written agreement of both parties. 2. PRICES: Unless otherwise specified in writing, all quoted prices are in U.S. Dollars and are firm for thirty (30) days from the date of offer. Prices quoted are exclusive of taxes, freight and insurance, and you agree to pay any and all sales, revenue, excise or other taxes (exclusive of taxes based on our net income) applicable to the purchase of Equipment. If you claim an exemption from any such taxes you shall provide us with a tax exemption certificate acceptable to the taxing authorities. 3. DELIVERY; FORCE MAJEURE: Dates for the furnishing of Services and/or delivery or shipment of Equipment are approximate only and are subject to change. Quoted lead times are figured from the date of receipt of complete technical data and approved drawings as such may be necessary. We shall not be liable, directly or indirectly, for any delay in delivery or failure to deliver caused by carriers or by labor difficulties, shortages, strikes or stoppages of any sort, or difficulties in obtaining materials from ordinary sources and suppliers. In addition, we shall not be liable for any such delays or for any failure to perform our obligations under an order or contract due to any one or more of the following events, whether foreseeable or not: war, hostilities, military operations, terrorism, riots, disorder, accidents, floods, storms, natural disasters, fires, acts of God, epidemics and/or pandemics (and specifically in relation hereto and notwithstanding anything else stated herein, whether or not outbreak of such epidemic or pandemic has occurred prior to acceptance of this order or execution of a contract for the Services), governmental, judicial or administrative decisions, decrees or orders, embargoes or blockades, or any causes beyond our reasonable control. Unless otherwise specifically agreed in writing by us, in no event shall we be liable for any damages or penalties whatsoever, or however designated, resulting from our failure to perform or delay in performing due to any of the causes specified in this paragraph 3. 4. SHIPMENT, RISK OF LOSS, TITLE: All sales are made F.O.B. Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees, insurance, packing and handling as applicable are not included unless otherwise noted. Our liability for delivery ceases upon making delivery of Equipment to the carrier at the shipping point in good condition. The carrier shall be your agent. Risk of loss shall pass to you upon such delivery. Regardless of the delivery term specified, we shall retain title to the Equipment until final payment thereof has been made. 5. CREDIT AND PAYMENT: Payment terms are (30) days net, unless agreed otherwise by us in writing. Pro rata payments shall become due with partial shipments. Any discount period which may be granted by us begins on the invoice date and all payments are due 30 days after the invoice date. All payments shall be made without deduction, deferment, set - off, lien or counterclaim of any nature. All amounts due not paid within 30 days after the date such amounts are due and payable shall bear interest at the lesser of 1.5 percent per month or the maximum rate of interest allowed by law. We reserve the right at any time to suspend credit or to change credit terms provided herein, when, in our sole opinion, your financial condition so warrants. Failure to pay invoices when such invoices are due and payable, at our election, shall make all subsequent invoices immediately due and payable irrespective of terms, and we may withhold all subsequent deliveries until the full account is settled. We shall not, in such event, be liable for delay of performance or nonperformance of contract in whole or in part subsequent to such event. 6. SECURITY AGREEMENT: You hereby grant us a security interest in the Equipment, including a purchase money security interest, and in such materials, proceeds and accessories thereof, to secure payment of the purchase price of the Equipment. You authorize us to file or record a purchase order or copy thereof or any UCC financing statement showing our interest in the Equipment in all jurisdictions where we may determine filing to be appropriate, and you agree to sign all such documents reasonably related thereto promptly following our request. You will not encumber the Equipment with any mortgage, lien, pledge or other attachment prior to payment in full of the price therefor. 7. CANCELLATIONS AND CHANGES: Orders which have been accepted by us are not subject to cancellation or changes in specification except upon prior written agreement by us and upon terms that will indemnify us against all losses resulting from or arising out of such cancellation or change in specifications. In the absence of such indemnification, we shall be entitled to recover all damages and costs of whatever nature permitted by the Uniform Commercial Code. 8. DEFERRED SHIPMENT: If shipment is deferred at your request, payment of the contract price shall become due when you are notified that the Equipment is ready for shipment. If you fail to make payment or furnish shipping instructions we may either extend the time for so doing or cancel the contract. In case of deferred shipment at your request, storage and other reasonable expenses attributable to such delay shall be payable by you. 9. EQUIPMENT WARRANTY AND REMEDY: (a) For new Equipment only, we warrant to you that the Equipment that is the subject of this sale is free from defects in design (provided that we have design responsibility), material and workmanship. The duration of this warranty is twelve (12) months from start-up or eighteen (18) months from delivery to you, whichever occurs first (the "Warranty Period"). If you discover within the Warranty Period a defect in design, material or workmanship, you must promptly notify us in writing. Within a reasonable time after such notification, we shall repair, replace, or, at our option, refund you the price of the defective Equipment or part thereof. (b) For repairs, parts and Services provided by us, we warrant to you that the repairs, parts and Services we provide to you will be free from defects in material and workmanship. The duration of this warranty is ninety (90) days from as applicable (i) the date the Equipment which required the repairs, parts or Services is returned to you by us, (ii) the date of your receipt of the part, or (iii) the date of completion of the repair or other Services, if performed at your facility. If during this ninety day period you discover a defect in the repairs, parts or Services you must promptly notify us in writing and we shall correct such defect with either new or used replacement parts or reperform the Services as applicable. If we are unable to correct the defect after a reasonable number of attempts, we will provide a refund of the price paid for the defective repair, parts or Services. (c) All warranty service is subject to our prior examination and approval and will be performed by us at your facility or at service centers designated by us. All transportation to and from the designated service center will be at our expense. The remedies set forth above are your exclusive remedies for breach of warranty. Unless otherwise agreed in writing by us, our warranty extends only to you and is not assignable to or assumable by any subsequent purchaser, in whole or in part, and any such attempted transfer shall render all warranties provided hereunder null and void and of no further force or effect. (d) The warranties set forth above are inapplicable to and exclude any product, components or parts not manufactured by us or covered by the warranty of another manufacturer. We shall have no responsibility for defects, loss or damage to the extent caused by (i) normal wear and tear, (ii) your failure to follow all installation and operation instructions or manuals or to provide normal maintenance, (iii) repairs or modifications by you or by others not under our direct supevision, or (iv) a product or component part which we did not design, manufacture, supply or repair. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 240629 Page 6 of 6 Alfa Laval Terms and Conditions of Sale (June 2020) v.2 Classified by Alfa Laval as: Business (e) DISCLAIMER OF IMPLIED WARRANTIES. THE WARRANTIES SET FORTH ABOVE AND IN SECTION 12 BELOW ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 10. LIMITATION OF LIABILITY: In no event shall we be liable, and you hereby waive any claims against us and release us from liability to you, for any indirect, special, punitive, incidental, or consequential damages whatsoever based upon breach of warranty, breach of contract, negligence, strict tort, or any other legal theory. In no circumstance, shall we be liable for, however such damages are characterized, loss of profits, loss of savings or revenue, loss of use of the Equipment or any associated equipment, cost of capital, cost of any substitute Equipment, facilities or services, downtime, or loss of prospective economic advanrtage. OUR AGGREGATE LIABILITY FOR FAILURE TO PERFORM, BREACH OF WARRANTY OR BREACH OF OTHER CONTRACTUAL OBLIGATIONS SHALL NOT EXCEED THE TOTAL PRICE PAID TO US FOR THE EQUIPMENT AND SERVICES THAT ARE THE SUBJECT OF ANY CLAIM BY YOU. 11. OWNERSHIP: All drawings, designs, specifications, data and other proprietary rights supplied by us (including without limitation in connection with the Equipment) have been prepared or assembled by us and are (and shall remain) exclusivelyour property, and upon our request you agree to execute any additional documents needed to give effect to the foregoing. Such drawings, designs and specifications have been furnished in order to provide full documentation and on the condition that they shall not be disclosed, reproduced or copied in any manner whatsoever, in whole or in part, except for your internal use as necessary, and upon the further condition that, as our sole property, they shall not be used for furnishing information and/or disclosed, in whole or in part, to others or otherwise for any purpose not specifically authorized in a writing signed by one of our corporate officers. 12. PATENT INFRINGEMENT (a) We make no express or implied warranties of non-infringement with respect to the Equipment. We will, however, defend, indemnify and hold you harmless from any third party apparatus claims based upon an issued U.S. patent to the extent such claim relates to the Equipment supplied and sold to you; provided, however, that we undertake no indemnification in respect of third-party rights (i) where the alleged patent infringement is based upon or related to any method, process or design claims in third- party U.S. patents, any combination of the Equipment with other equipment not supplied by us, or any modifications of the Equipment made by you and not approved by us, or (ii) to the extent the alleged infringement is directly attributable to the negligence or intentional misconduct of you or otherwise for which you are obligated to indemnify us for under paragraph 12(c). (b) We shall assume defense of a claim at our expense in accordance with these Terms and Conditions, provided you shall notify us within 30 days of your receipt of notice of an alleged third-party claim that you believe would entitle you to patent infringement indemnification pursuant to paragraph 12(a). You acknowledge and agree that we shall have the sole right to settle or otherwise compromise such a third-party claim, including but not limited to the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then- current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. (c) If a third party charges us with patent infringement relating to Equipment sold by us to you, we shall have the right to either (i) modify the Equipment to avoid infringement if you are agreeable to the modification, (ii) repurchase the Equipment from you at a price equal to the then-current fair market value of the Equipment, or (iii) secure rights by assignment or license to permit continued use of the Equipment. If a third party charges us with patent infringement on the bases set forth in paragraph 12(a)(i) or (ii), you shall indemnify and hold us harmless for all expenses as well as any awards of damage assessed against us, and, without limiting any of our other rights and remedies available at law or in equity, we shall also have the right to modify or repurchase the Equipment or to secure rights for continued use by way of assignment or license as set forth in this paragraph. 13. INSPECTION: Upon prior written notice, you may make reasonable inspections of Equipment at our facility. We reserve the right to determine the reasonableness of the request and to select an appropriate time and location for such inspection. You agree to execute appropriate confidentiality provisions upon our request prior to visiting our facility. All costs of inspection shall be solely determined by us and shall be payable by you. No inspection or expediting by you at the facilities of our suppliers is authorized. 14. SOFTWARE PROVISIONS: If software is provided hereunder (whether such is integrated into the Equipment or otherwise operates alongside the same), you are hereby granted a non-exclusive, non- sublicenseable, non-transferable, royalty free license to access and use such software as provided and as intended with our Equipment. Without limiting the foregoing, under the foregoing license you may specifically: (i) use our software in machine readable object code only and only with the Equipment provided; (ii) copy our software into any machine readable object code form solely for back up purposes in support of your use of our software on the Equipment provided in accordance with these Terms and Conditions; and (iii) create one additional copy of the software for archival purposes only. This license may only be assigned, sublicensed or otherwise transferred by you with our prior written consent. You hereby recognize and acknowledge that the software provided to you hereunder comprises valuable trade secret and/or copyright property of Alfa Laval (or its licensors) and you covenant that you will take adequate precautions against access to the software by, or disclosure of the software to, anyone not authorized hereunder to use or have access to the software as contemplated herein. The software is subject to the confidentiality obligations set forth below in paragraph 15. 15. CONFIDENTIALITY: Subject to any non-disclosure or confidentiality agreement already in effect between us, any drawings, data, software or other information exchanged between us is proprietary or confidential to us and shall not be used or disclosed by you without our prior written consent. Confidential information shall not be any information that (i) is known previously to you under no obligation of secrecy; (ii) becomes known to the public through no breach of an obligation of secrecy by you; or (iii) is independently developed by you without use or reference to any of the confidential information or materials provided to you by us. 16. INAPPLICABILITY OF CISG: The parties specifically agree that the United Nations Convention on Contracts for the International Sale of Goods shall not apply to any sale or order or the contract between us. 17. GOVERNING LAW & VENUE: These Terms and Conditions and any dispute or claim arising out of or related to an order or the contract between us shall be finally decided in accordance with the laws of the Commonwealth of Virginia, without giving effect to the provisions thereof relating to conflict of laws. You agree that the venue for any such dispute shall lie in the United States District Court for the Eastern District of Virginia, Richmond Division. In the event that federal jurisdiction cannot be established pursuant to 28 U.S.C. §§ 1331 or 1332, the venue for any such dispute shall lie in the Circuit Court of Henrico County, Virginia. You expressly submit and waive any objection to the sole and exclusive jurisdiction of such courts. 18. GENERAL: All previous agreements or understandings between us, either oral or written, with regard to the subject order, with the exception of a pre-existing non-disclosure agreement between us, are void and these Terms and Conditions constitute the entire agreement between us with respect to the matters addressed herein. Neither of usshall assign an order or contract to which these Terms and Conditions apply without the prior written consent of the other party, which consent shall not be unreasonably withheld. If any provision of these Terms and Conditions is held to be invalid or unenforceable, such holding shall not affect the validity or enforceability of any other provision herein. No waiver by either of usof any default or breach by the other party will operate as or be deemed a waiver of any subsequent default or breach. Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 241630 Initials\S:\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 079 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/9/2025 Owner: City of Ames Date Required: 4/14/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: On drawing 200-AS1.15 there is an owner provide range in the breakroom. On drawing 200-H1.02 there is exhaust duct shown for a range hood. There does not appear to be a Range Hood specified in the Contract Documents. There also is no power shown for a Range Hood. Please advise whether there is one going to be provided. If so, please provide all specifications, elevations, power requirements etc needed to complete the rough-ins. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: Range hood will be provided by Owner. Include cost for power with CPR 009. Coordinate electrical requirements with Owner. JRK 4/21/25 4/21/25 Jack Karnes Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 242631 T T T T T TT T T T STORAGE 20029 VESTIBULE 20001 LOBBY 20002 CORRIDOR 20003 RECEPTION 20004 COPY / WORK ROOM 20005 OFFICE 20006LIBRARY 20007 OFFICE 20008 CONTROL ROOM 20009 LAB 20010 MAINTENANCE OFFICE 20011 MUD ROOM 20012 BREAK ROOM 20013 IT CLOSET 20014 CONFERENCE / TRAINING ROOM 20015 TABLE & CHAIR STORAGE 20015A MENS LOCKER ROOM 20016 WOMENS LOCKER ROOM 20017 SHOWER 20018 SHOWER 20019 LAUNDRY 20020 FIRST AID / LACTATION / SLEEP 20021 OFFICE 20022 JANITOR CLOSET 20023 RESTROOM 20024 RESTROOM 20025 STAIR 20026 STORAGE 20027 PARTS / TOOL STORAGE 20028 SHOP 20030 10"ø SA CD-1 8"ø 200 CFM (TYP. OF 3) BC 200-01 EWH 200-03 12"x12" SA UP EWH 200-06 EWH 200-07EWH 200-08 EWH 200-09 EWH 200-02 FCU 200-10 FCU 200-09 FCU 200-08 FCU 200-05 FCU 200-04 EWH 200-04 EWH 200-05 EWH 200-01 FCU 200-01 FCU 200-03 FCU 200-11 CD-1 10"ø 318 CFM (TYP. OF 8) 26 " x 1 2 " S A RG-2 12"ø 1,245 CFM (TYP. OF 2)42"x12" SA CD-1 8"ø 100 CFM CD-1 8"ø 100 CFM CD-1 8"ø 250 CFM CD-1 10"ø 350 CFM CD-1 8"ø 144 CFM RG-2 10"ø 350 CFM 12 " ø S A FCU 200-06 CD-1 8"ø 160 CFM (TYP. OF 4) 14"ø SA CD-2 6"ø 70 CFM CD-1 8"ø 150 CFM (TYP. OF 2) 28"x10" RA 8" ø S A 12"ø SA 12"ø SA 12 " ø S A 8" ø S A 8"ø SA 8" ø S A EG-2 6"ø 30 CFM EG-2 6"ø 65 CFM EG-2 6"ø 65 CFM 14 " ø S A 6" ø E A EG-1 6"ø 195 CFM (TYP. OF 2) EG-2 6"ø 30 CFM (TYP. OF 2) CD-1 8"ø 200 CFM RG-2 10"ø 440 CFM RG-2 10"ø 70 CFM RG-2 10"ø 280 CFM RG-2 10"ø 144 CFM RG-2 12"ø 440 CFM RG-2 12"ø 1,245 CFM FCU 200-02 RG-2 12"ø 575 CFM 3 200-H3.01 10"x6" EA UP 6"ø OA3"ø OA 4"ø OA3"ø OA TG-1 16"x8" 750 CFM 1 1/4" CD 1 1/4" CD1 1/4" CD 1 1 / 4 " C D 1 1/4" CD1 1/4" CD6"ø OA 6"ø OA 2" CD 1 1/4" CD FCU 200-07 8"ø SA 2" C D 2" CD 4"ø OA 12"ø EA CD-1 8"ø 190 CFM 10"ø EA UP 10"ø OA UP 6" ø E A 6" ø E A 1 1 1 1 1 1 1 1 1 1 FD FD4"ø OA FD FD FD FD FD 4"ø OA FD EWH 200-10 3 20 0 - H 1 . 0 3 4"ø OA 3" ø O A 4"ø OA 2 EG-2 6"ø 50 CFM 8" ø S A FD FD 10"ø SA 10"ø SA CD-1 8"ø 90 CFM 1. GENERAL NOTES: SEE SHEET 200-H1.01 FOR GENERAL NOTES. KEY NOTES: SEE FCU SCHEDULES FOR REQUIRED OA. INTO UNIT. TERMINATE DUCT WITH 6" WALL CAP. 1 2 CLARIFICATION: Carbon filter is an iron filtration system with twin filters A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:24 AM9/9/2024 9:31:24 AM 4429.0094429.009 200-H1.02200-H1.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y HV A C H V A C AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 OF F I C E P L A N OF F I C E P L A N TRAVIS ANDERSONTRAVIS ANDERSON 251251 N HVAC OFFICE PLAN 0 2' 4' 8'16' 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 243632 RE F . REF. RNG. REF. D W RACK RACK GARAGE 20031 SHOP 20030 STAIR 20026 STORAGE 20027 PARTS / TOOL STORAGE 20028 STORAGE 20029 MUD ROOM 20012 MAINTENANCE OFFICE 20011 LAB 20010 CORRIDOR 20003 CONTROL ROOM 20009 OFFICE 20008 LIBRARY 20007 OFFICE 20006 COPY / WORK ROOM 20005 RECEPTION 20004 VESTIBULE 20001 LOBBY 20002 CONFERENCE / TRAINING ROOM 20015 TABLE & CHAIR STORAGE 20015A IT CLOSET 20014 BREAK ROOM 20013 LAUNDRY 20020 WOMENS LOCKER ROOM 20017 MENS LOCKER ROOM 20016 SHOWER 20018 SHOWER 20019 FIRST AID / LACTATION / SLEEP 20021 OFFICE 20022 RESTROOM 20024 RESTROOM 20025 JA N I T O R CL O S E T 20 0 2 3 WO R K B E N C H TV TV 1. GENERAL NOTES: ALL FURNISHINGS AND APPLIANCES HIGHLIGHTED HERE WILL BE BE PROVIDED BY OWNER. CONTRACTOR SHALL PROVIDE BLOCKING AND SUPPORTS IN WALLS AND CEILINGS AS NEEDED FOR CERTAIN ITEMS. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:26:43 AM9/9/2024 9:26:43 AM 4429.0094429.009 200-AS1.15200-AS1.15 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L AD M I N I S T R A T I O N B U I L D I N G AD M I N I S T R A T I O N B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 FI R S T F L O O R F U R N I T U R E & E Q U I P M E N T P L A N FI R S T F L O O R F U R N I T U R E & E Q U I P M E N T P L A N TRAVIS ANDERSONTRAVIS ANDERSON 197197 0 2' 4' 8'16' SCALE: 1/8" = 1'-0" N FIRST FLOOR FURNITURE & EQUIPMENT PLAN 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 244633 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 088 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/21/2025 Owner: City of Ames Date Required: 4/24/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: FCU 200-12 and FCU 200-13 are addressed in CPR-009 which is in the electricians court for pricing. SAI, please indicate circuiting info needed for EWH200-11. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: A 20-amp, 2-pole breaker is required. Circuit number 39 and 41 in LP-200-05 can be used. Please provide cost for wiring with CPR 009. 4/23/2025: Also provide circuiting info for EF-200-01. SAI: EF-200-01 shall be circuited from the spare circuit on circuit 84 in LP-200-03. Sean BridwellSMB 5/16/2025 5/20/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 245634 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 094 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 4/28/2025 Owner: City of Ames Date Required: 5/01/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3' - 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation 62.25'. Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar spacing. We will also need to know what rebar will need to be in the slab itself as well. PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: SAI: Yes, this is an acceptable solution. See the detail attached on the last page. JRK Jack Karnes 5/01/2025 5/01/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 246635 HEADCELL TANK HEADCELL TANK B-1 1 20 - A S 3 . 0 1 2 20 - A S 3 . 0 1 1 20-AS3.02 2 20 - A S 3 . 0 2 1 20-AS3.03 1 20 - A S 3 . 0 4 2 20-AS3.04 3 20-AS3.04 4 20-AS3.04 5 20 - A S 3 . 0 4 (TYP.) 8' - 0" RE M O V E A B L E R A I L I N G 9' - 0 " 2001G2001G 2001J2001J 21 8 7 10 (TYP.) 14 14 8 3 MONORAIL 12 13 (TYP.) 9 (TYP.)7 8 2001L2001L 8 8 4 44' - 11 15/16" 4' - 0"18' - 4"20T@11"= 21R@6.71"= 11'-9" 11 ' - 3 " 3' - 4 " 8' - 4 " 51 ' - 2 " 6' - 7 " 3' - 4 " 3' - 1 0 " 9 1/4" 23' - 2"43' - 10" 3' - 6" 20T@11"= 21R@6.86"= 12' - 0" 13 ' - 1 1 " 36 ' - 1 " 3' - 0"11' - 0" 26 ' - 0 1 / 2 " 4' - 0 " 31 ' - 1 " 15 ' - 2 1 / 8 " 14 ' - 1 0 7 / 8 " 50 ' - 0 " 2' - 0" 5 6 EL. 63.25 4" 4" 1 5 2 EL. 63.14 EL. 63.14 15 (TYP. OF 3) 20-AS5.02 A ELECTRICAL ROOM 2002 CHANNEL AND GRIT WASHER ROOM 2003 EL 51.50 EL 51.50 EL 51.50 EL 63.25 EL 63.25 EL 63.25EL 63.25 1' - 0" EL. 63.25 LANDING EL 63.25 TW 51.25 3 ' - 0 ' ' TR E A D S (M I N . ) C-3 9"8' - 4"9"1' - 9"6' - 4"1' - 9" 7 21 10 TW 63.25 TW 63.257 21 1' - 4 " 1' - 4 " EL 63.25 21 TW 63.25 EL 63.25 EL 63.25 7 10 3 20 22 DOWN 21 23 C-1 C-2 23 19 (TYP.) 17 TR E A D S 3' - 8 " 21R @ 6.86'' = 12'-0'' 20T @ 11'' = 18' - 3"5' - 2"4"18' - 4" 11 11 LANDING EL 63.25 2 B-3 2 B-1 2 B-3 25 18 TW 63.25 14 3' - 4" 16 26 14 TW 51.25 5' - 0" TR E A D S 3' - 8 " 24 (TYP.) 24 (TYP.) 1. GENERAL NOTES: SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES ON 990-AS6.04 KEY NOTES: INSULATED METAL PANEL BEAM PER DETAIL SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD 16"x16" DUCT OPENING PROVIDE 8" BEAM BEARING ALUMINUM STAIRS EMBEDDED PLANKING SUPPORTS SIMILAR TO SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO ALUMINUM PLANKING SUPPORTS AT GATE PROVIDE ODOR CONTROL GASKET AT GATE PER UNPUNCHED ALUMINUM PLANKING SIMILAR TO STAIR LANDING PER S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE CAPACITY ON . PROVIDE HOIST AND TROLLEY AS SPECIFIED. MONORAIL SUPPORT FROM ROOF STRUCTURE PER C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4" CLP ANGLE CONNECTION AT PERPENDICULAR END. PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION BOLTS AT EACH END. PICK POINT PER IN ELEVATED SLAB TO LIFT EQUIPMENT BELOW. ALUMINUM STAIRS AND LANDING SIMILAR TO CONCRETE LANDING STAIR OPENING 3-3-6 PRECAST WALL PANEL 12'' CMU TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD STRINGER MOUNTED ALUMINUM RAILING WITH HANDRAIL FLOOR DRAIN CONCRETE EQUIPMENT BASE WALL MOUNTED HANDRAIL 1 D 990-AS5.05 D 20-AS5.01 A 990-AS5.04 A 20-AS5.01 H 990-AS5.04 H 990-AS5.04 J 990-AS5.04 H 990-AS5.03 E 990-AS5.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 20-AS5.01 H 990-AS5.04 L 990-AS5.01 3 20-AS5.02 A 990-AS5.04 A 990-AS5.04 17 18 19 20 21 22 23 24 25 G 990-AS5.02 E 990-AS5.04 C 990-AS5.04 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM 4429.0094429.009 20-AS1.0320-AS1.03 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 UP P E R L E V E L P L A N UP P E R L E V E L P L A N TRAVIS ANDERSONTRAVIS ANDERSON 8282 UPPER LEVEL PLAN 0 1' 2' 4'8'N 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 E/990-AS5.03 RFI 65 Epoxy 90 degree bent rebar into wall. What rebar is to be installed in the slab? ?? ?? Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 247636 12" PRECAST CONCRETE PLANK #6@12"#7@12" DOWELS #5@12" DOWELS #6@12" #7@6" DOWELS LA P 1' - 9 " LA P 1' - 9 " #5@12"#5@12" #4@8" #7@12" #4@8"#7@12" #5@12" DOWELS #7@12" 3 4 1 #3@8" STIRRUPS 1'-2" W x 1'-8" D BEAM (TYP OF 2) 6"x6" CHAMFER 4 1 7 3 5 9 1 3/4" 2 #4@8" LA P 1' - 6 " 6 3 3-3-6 PRECAST WALL PANEL (TYP.) LA P 2' - 1 1 " 1' - 2 " LA P 2' - 1 1 " 1' - 2 " (TYP.) 1' - 0" 8" 2' - 4 " EL. 54.00 EL. 47.50 8" #4@8" DOWEL T/ SLAB EL. 38.42 EL. 59.25 12 (TYP.) EL. 63.25 LAP 1' - 6" EL. 48.51 EL. 78.00 PLANK BRG. EL. 63.25 T/ SLAB FLOOR 11 CL R . 3" APPOXIMATE EXCAVATION LIMITS CL R . 3" 102~#7 3~#7 8 2 3' - 0 " 9 EL. 56.17 T.O PRECAST WALL EL. 83.50 14 14 #5@12" DOWELS (TYP.) LA P ( T Y P . ) 1' - 9 " #4@8" #7@12"#6@12" 3 3 2 4 1 #5@12" (TYP.) 8" 3 EL. 38.42 EL. 54.00 EL. 56.00 EL. 63.25 (TYP.) 1' - 0" 1' - 2 " LAP (TYP.) 1' - 6" 10 12 (TYP) 4 1. GENERAL NOTES: FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE DRAWING 990-AS6.04 KEY NOTES: 12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC CRUSHED STONE FILL ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC WATERSTOP #4@8" THREADED DOWEL BAR REPLACEMENTS #6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL WITH 6" EMBEDMENT CONTINUE #8 HORIZONTAL BARS ABOVE OPENING. PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE HEAD CELLS IN PLACE OF VERTICAL BARS. FLOWABLE FILL TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED. 4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS REQUIREMENTS. ALUMINUM PLANKING SIMILAR TO 2'' BOARD INSULATION ALUMINUM RAILING CONCRETE FILL PER MANUFACTURES REQUIREMENTS INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND CONCRETE CONE TO FACILITATE GRIT TOWARD COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP WITH MANUFACTURER. 1 2 3 4 5 6 7 8 9 10 11 12 H 990-AS5.04 A 990-AS5.04 13 14 A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM 4429.0094429.009 20-AS3.0220-AS3.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y AR C H I T E C T U R A L / S T R U C T U R A L AR C H I T E C T U R A L / S T R U C T U R A L GR I T H A N D L I N G B U I L D I N G GR I T H A N D L I N G B U I L D I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 SE C T I O N S - 2 SE C T I O N S - 2 TRAVIS ANDERSONTRAVIS ANDERSON 8989 0 1' 2' 4'8' 0 1' 2' 4'8' 20-AS3.02 1SECTION 20-AS3.02 2SECTION 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 RFI 2 What rebar is to be installed in the slab? 4' 1/8" Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 248637 PROVIDE #5@12"x2'-0" LONG DRILLED ADHESIVE ANCHOR DOWEL, EMBED 4", EACH END OF WALKWAY 3' 10" 1' 4" 1' 1' 4" 1' 2" 3 1/8" MIN. (TYP.) #5@12"x3'-4" LONG, BENT ADHESIVE ANCHOR DOWELS, EMBED 6" #5@12" wall that has already been poured. EL. 63.25 2" C L R . SAI; PROPOSED DETAIL Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 249638 Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx Request for Information Contract.: 2024-089 RFI No.: 113 Project Name: Nutrient Reduction Modifications Phase 1 Date Received: 6/03/2025 Owner: City of Ames Date Required: 6/06/2025 Contractor: Woodruff Construction, Inc. Date Responded: / / Specification Section: Page No.: Drawing Sheet No.: Detail: REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on what will call for the wells pumps to run? PROPOSED SOLUTION (If applicable): By: Signature: Date: ____/____/____ RESPONSE: By: Signature: Date: Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run similar to existing based on pressure switch located at pressure tanks (WT-200-01/02). See the upcoming CPR for additional information. Chris Wright 6/13/25Chris Wright 6/13/2025 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 250639 AIR GAP = 2 X "d" ELEVATED FINISHED FLOOR 4" A.F.F. SEAL BETWEEN PIPE AND SLAB WITH "THUNDERBOLT" LINK-SEAL DISCHARGE PIPE REDUCER d 2" P-TRAP FINISHED FLOOR HOSE BIBB SUPPLY FITTINGS CLEANOUT 2" DRAIN TO SAN. SEWER 1-1/2" VENT 12" x 12" ACCESS PANEL 2" STAND PIPE WASHING MACHINE WALL BOX PROVIDE WATER HAMMER ARRESTER ON DCW AND DHW PIPES DRAIN VALVE TO HUB DRAIN TEMP-PRESS RELIEF VALVE TO HUB DRAIN UNION (TYP.) SHUTOFF VALVE (TYP.) CHECK VALVE C.W.SUPPLY H.W.FIXTURES RECIRCULATING PUMP RECIRC.LINE M EXPANSION TANK WATER METER ISOLATION VALE (TYP.) 4" DCW FROM EXISTING WELL WATER SOFTENER WATER SOFTENER BRINE TANK HUB DRAIN FIRST FLOOR GRADE BELOW GRADE 4" DCW CF 200-01 M WATER METER WS 200-01 MEZZANINE FIRST FLOOR WT 200-02 WT 200-01 1 1/2" DCW TO ADMIN PLUMBING SYSTEM M WATER METER NORMALLY CLOSED SHUTOFF VALVE (TYP.) 4" DCW 1 1/2" DCW 3" DCW 1 1/2" NPW TO HOSE SYSTEM RP Z R P Z 1 1/2" DCW 2 1/2" MIN. BOLT AS REQUIRED BY MANUFACTURER ADJUST WITH DOUBLE NUT 3/4" CHAMFER CONCRETE PAD 3 1/2" MIN., AS SHOWN, OR AS REQ'D. TO MATCH PIPING #3@8" EW.CONC. FLOOR NOTES: 1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT. 2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS @ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO CONCRETE FLOOR. 3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE PAD. NON-SHRINK GROUT EQUIPMENT BASE ROUGHEN 6" PERIMETER TO 1/4" AMPLITUDE 30 " M I N . 1' - 0 " 1'-0"1'-0"2'-0" SQUARE OR ROUND ALUMINUM GRATING (SEE PLANS) TRUE UNION BALL AND CHECK VALVES SLOPE FLOOR TO SUMP AS INDICATED ON PLANS 1 1/4" PVC DISCHARGE #5@12" E.W. #5@12" E.W. PUMP MIN. A S S O C I A T E S ® SHEETSHEET JOB NO.JOB NO. PROJECT MGR.PROJECT MGR. NO . N O . RE V I S I O N S RE V I S I O N S DA T E : D A T E : C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM 4429.0094429.009 990-P5.02990-P5.02 AM E S , I O W A AM E S , I O W A WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y WA T E R P O L L U T I O N C O N T R O L F A C I L I T Y PL U M B I N G PL U M B I N G NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 NU T R I E N T R E D U C T I O N M O D I F I C A T I O N S - P H A S E 1 DE T A I L S D E T A I L S TRAVIS ANDERSONTRAVIS ANDERSON 287287 NO SCALE990-P5.02 A HUB DRAIN NO SCALE990-P5.02 B WASHING MACHING WALL BOX NO SCALE990-P5.02 C WATER HEATER DETAIL NO SCALE ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM NO SCALE990-P5.02 D EQUIPMENT PAD NO SCALE990-P5.02 E SIMPLEX SUMP 11 I S S U E D F O R C O N S T R U C T I O N IS S U E D F O R C O N S T R U C T I O N 09 / 0 9 / 2 4 09 / 0 9 / 2 4 Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475 251640