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HomeMy WebLinkAboutCouncil Packet - 1/2/2024CITY OF &J�64TERLOO IOWA THE CITY COUNCIL OF WATERLOO, IOWA Regular Session TO BE HELD AT Harold E. Getty Council Chambers Tuesday, January 2, 2024 5:30 PM CITY OF WATERLOO COMMUNITY VISION PLAN 1. Fly the W: To develop a sense of pride and relationship between residents and the City of Waterloo, and then leverage that pride to communicate the City's attributes to external audiences. 2. Elevate Housing: Redevelop, renovate, or improve 800 residences in Waterloo in eight years by providing access to capital. 3. Celebrate and Connect Neighborhoods: To leverage Waterloo's rich tradition of neighborhoods by celebrating and connecting them with the community and region at large. 4. Waterloo Works: Grow a diverse and skilled workforce in Waterloo that connects people and employers for mutual growth. 5. Crossroads Doubledown: Re -energize the Crossroads Mall area into a sports/recreation-themed gravitational center. 6. Power Up Downtown: Keep Waterloo's core downtown evolving to meet the needs of future generations, supporting and showcasing arts and cultural opportunities and creating an experience like no other. 7. Sportstown USA: To generate excitement, develop youth, and drive investment and economic impact from year-round visitors. 8. Community of Opportunity: Eliminate barriers that keep Waterloo residents, and the community as a whole, from reaching its true potential, creating an equitable, thriving, and sustainable community for future generations. Waterloo is a Community of Opportunity, where everyone can prosper. GENERAL RULES FOR PUBLIC PARTICIPATION REGULAR SESSION AGENDA A. Iowa Code Chapter 21 gives the public the right to attend council meetings, but it does not require cities to allow public participation except during public hearings. The public Page 1 of 236 is required to follow the rules listed in this article when speaking during any meeting of the city council. B. At the presiding officer's discretion, individuals may address the presiding officer by stepping to the podium, and after recognition by the presiding officer, shall state their name, address, and group affiliation, if appropriate, and speak clearly into the microphone. C. Comments shall be germane and refrain from personal, impertinent, or slanderous remarks. D. Cell phones and electronic devices shall be set to silent prior to the start of the meeting. RULES FOR PUBLIC COMMENT SECTION OF THE AGENDA A. Individuals shall speak one (1) time on only one (1) issue for a maximum of three (3) minutes During the public comment section of the agenda. The public shall not be required to pre -register to speak during public comment. Individuals shall only speak on matters not listed on the regular agenda for that date. Any matter presented shall be directed to the presiding officer and addressed, if necessary, after the meeting. B. Council members may speak during public comment portion of the agenda after the public has finished speaking C. City staff shall not be required to provide an immediate answer to a matter presented during a council meeting unless it specifically pertains to an item on the agenda RULES FOR PUBLIC COMMENT DURING PUBLIC HEARINGS Individuals may speak during the public comment portion of a scheduled public hearing for a maximum of three (3) minutes or may submit written comments to the city clerk by four o'clock (4:00) P.M. on the day of the public hearing. Groups of citizens with similar viewpoints are encouraged to select a representative to share the viewpoint of the group. RULES FOR PUBLIC COMMENT DURING AGENDA ITEMS At the discretion of the presiding officer, individuals may speak for a maximum of three (3) minutes when the council discusses agenda items. This section does not apply to businesses or parties directly involved in agenda items. Roll Call. Prayer or Moment of Silence. Pledge of Allegiance - Kelley Felchle, City Clerk Swearing in of Mayor Quentin Hart. Swearing in of the following Council members: Dave Boesen, Ward 2, Belinda Creighton - Smith, Ward 4, and Steve Simon, At -Large. Page 2 of 236 Approval of Agenda as proposed or amended. Approval of Minutes of December 18, 2023, Council Regular Session, as proposed or amended. Recognition of the Finance Department for receiving the Certificate of Achievement for Excellence in Financial Reporting from the Government Finance Officers Association of the United States and Canada for the 19th year in a row. PUBLIC COMMENTS Iowa Code Chapter 21 gives the public the right to attend council meetings but it does not require cities to allow public participation except during public hearings. The City of Waterloo encourages the public to participate during the Oral Presentations by following the rules listed on the front of the agenda. CONSENT AGENDA The consent agenda is reserved for routine resolutions and motions, acted upon by roll call vote on a single motion without discussion. Council shall either vote yea or nay when the roll is called. Council members may request that an item be removed from the consent agenda and considered separately. Such a request does not require a second. The public shall be prohibited from requesting that items listed on the consent agenda be removed and considered separately. The public may contact council members with questions regarding consent agenda items. 1-4A-16(A)(8). 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution setting date of public hearing as January 16, 2024, to approve the request by Americans for Independent Living to rezone approximately 1.22 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for a storage warehouse in a portion of the building located at 4020 University Avenue, and instruct the City Clerk to publish notice. 3. Resolution setting date of public hearing as January 16, 2024, to receive public comments on the CAPER (Consolidated Annual Performance Report), and instruct the City Clerk to publish notice. 4. Resolution setting date of public hearing as January 16, 2024, to approve the request by the City of Waterloo to vacate a 14,734 square foot portion of West Airline Highway east of 3165 West Airline Highway subject to the retention of a drainage and utility easement over, under and upon the vacate area, and instruct the City Clerk to publish notice. 5. Resolution approving the request of Tony Fischels, for a waiver for a concrete driveway, located at 339 W. 13th Street, and authorizing the construction of a concrete driveway and placing a driveway or sidewalk on the city right-of-way on an unimproved street. 6. Resolution approving request of Brian McCormick for a waiver for a concrete driveway, located at 1310 Cottage Grove Avenue (Cottage Grove Avenue approach only), with the elimination of the sidewalk section due to inability to meet grade requirements. 7. Resolution approving the request by Cullen and Beth Gehrke, for tax exemptions on the Page 3 of 236 construction of a single family home valued at $470,897.00, for property located at 1408 Partridge Lane, and located in the City Limits Urban Revitalization Area (CLURA). 8. Resolution approving award of bid to WRH of Amana, Iowa, in the amount of $6,184,087.00 and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2024 Titus Lift Station and Force Main Project, Contract No. 975, and authorizing the Mayor and City Clerk to execute said documents. 9. Motion approving Change Order No. 5 with Woodruff Construction of Waterloo, Iowa, for a total decrease of $585,804.03, in conjunction with the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said document. 10. Motion approving the appointment of Bradley Baldwin from the current Civil Service List to the position of Property Safety Inspector in the Building Inspection Department, effective January 3, 2024. 11. Motion approving appointment of Jennifer Coon to the position of Administrative Secretary in the Community Development Department, effective Wednesday, January 3, 2024. 12. Teresa Culpepper Board/Commission: Human Rights Commission Expiration Date: April 10, 2026 (New) 13. Motion to receive and place on file the Airport Board minutes of November 22, 2023. 14. Board of Adjustments Meeting minutes of October 24, 2023. 15. Complete Streets Advisory Committee minutes of October 31, 2023. 16. Historic Preservation Commission minutes of October 17, 2023. 17. Planning, Programming, and Zoning Commission minutes of October 10, 2023. 18. Planning, Programming, and Zoning Commission minutes of November 14, 2023. PUBLIC HEARINGS 1. Request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District and a Site Plan Amendment for expansion of an auto sales facility located on the southwest side of South Street from West 6th Street to West 7th Street. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District and a Site Plan Amendment for expansion of an Page 4 of 236 auto sales facility located on the southwest side of South Street from West 6th Street to West 7th Street. Motion to suspend the rules. Motion to receive, file, consider and pass for the second and third times and adopt the ordinance. Submitted by: Noel Anderson, Community Planning and Development Director RESOLUTIONS 1. Resolution approving a request by the City of Waterloo to dedicate a new thirty-foot utility easement on the east property line of Becker Elementary School west of the former Linbud Lane right-of-way in the "R-3" Multiple Residence District at 1239 Sheldon Street. Submitted by: Noel Anderson, Community Planning and Development Director 2. Resolution approving a Special Warranty Deed for reverter of title on behalf of the City of Waterloo as attorney -in -fact for Todd J. Borwig and Debra Borwig, pursuant to a Development Agreement with Todd J. Borwig for the development of property located north of 1332 Walker Street, originally approved by Council on May 17, 2021, and recorded February 17, 2023, as Doc. No. 2023-11532, for failure to complete the project per the timeline provided for in the Development Agreement, and authorizing the Mayor and City Clerk to execute said deed. Submitted by: Noel Anderson, Community Planning and Development Director 3. Resolution approving a Subordination Agreement with FDP WTC, LLC, in favor of Resource Bank, N.A., pertaining to obligations under a Mortgage Agreement dated August 23, 2023, in favor of The Chandler Group, LLC, pertaining to obligations under a Mortgage Agreement dated August 23, 2023, in favor of Notes One Two Three, LLC, pertaining to obligations under a Mortgage dated December 28, 2023, and in favor of State Bank of Cherry, pertaining to obligations under a Mortgage Agreement dated November 3, 2023, for a project located at 250 Westfield Avenue, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 4. Resolution approving Supplemental Agreement No. 5 with Stanley Consultants, Inc., of Des Moines, Iowa, in the amount of $124,600.00, in conjunction with the FY2022 11th Street and Park Avenue Bridge Replacements, Contract No. 1013, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Wayne Castle, PLS, PE, Assistant City Engineer 5. Resolution approving an ALS Intercept Billing Agreement between Mayo Clinic Ambulance and Waterloo Fire Rescue, and authorizing Bill Beck, Fire Chief, to execute said document. Submitted by: Bill Beck, Fire Chief 6. Resolution approving a Professional Service Agreement with Terracon Consultants of Cedar Falls, Iowa, in conjunction with construction observation and materials testing for the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Page 5 of 236 Mayor to execute said documents. Submitted by: Travis Nichols, Facilities/Project Manager ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk Page 6 of 236 December 18, 2023 The City Council of the City of Waterloo, Iowa, met in Regular Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 5:30 PM, on Monday, December 18, 2023. Roll Call. Mayor Quentin Hart in the Chair. Roll Call: Mr. Boesen, Mr. Nichols, Ms. Creighton -Smith, Mr. Chiles, Mr. Grieder, Ms. Wilder and Mr. Feuss. Ms. Wilder joined by Zoom. Prayer or Moment of Silence. Pledge of Allegiance, John Chiles, Ward 1 Council Member. Approval of Agenda as proposed or amended. Feuss/Nichols that the agenda, as proposed, be approved. Voice vote -Ayes: Seven. Motion carried. Approval of minutes of December 4, 2023, Council Regular Session, as proposed or amended. Feuss/Nichols that the Minutes of December 4, 2023, Regular Session, as proposed, be approved. Voice vote - Ayes: Seven. Motion carried. Approval of minutes of December 11, 2023, Council Special Session, as proposed or amended. Feuss/Nichols that the Minutes of December 11, 2023, Special Session, as proposed, be approved. Voice vote -Ayes: Seven. Motion carried. Proclamation declaring December 10, 2023, as International Human Rights Day. PUBLIC COMMENTS Aaron Stacey Roberts, 411 Almond, provided comments regarding due process and expounded upon some specific examples that he has experienced during his lifetime. Tim Vaage, 444 Carolina Street, commented that he wanted to see a roundabout at the intersection of Hammond and Ridgeway and asked how he would go about getting a study done. Mayor Hart explained that he could speak with the Public Works Division Manager, Randy Bennett, who oversees the Traffic Department. Page 1 of 11 Page 7 of 236 Mary Potter, 1416 W. 4th Street and Grout Museum, read letters from children about their visit to the Grout Museum. Larry Stumme, 1008 Lois Lane, provided a recap of comments he provided during the public comment portion of the agenda in 2023. Michael Blackwell, resident of Cedar Falls, provided comments regarding the former St. Mary's school site. He discussed dilapidated buildings and how it is depressing for people to live next to them. Mr. Grieder shared comments regarding his service as a city council member. He wished the council and council member -elect Simon all the best. Mr. Chiles shared that a blight in his Ward is gone and thanked Noel Anderson for his work on this. Ms. Creighton -Smith expressed thanks for a blighted house on 4th Street being torn down. Noel Anderson, Community Planning and Development Director, shared that federal funds are available to remove asbestos and demolition of St. Mary's school site and explained that unfortunately, with federal funds, the process can take longer. He stated that a historical archaeologist recently visited the site to make a determination if anything might be underground that we are unaware of and the report showed there were no recommendations for further work. Noel said he is hopeful that we will get HUD approval soon to begin work. Mayor Hart provided comments regarding a meeting he and city staff had with Canadian National Rail Road. Feuss/Grieder to close public comments. Voice vote -Ayes: Seven. Motion carried. CONSENT AGENDA Feuss/Grieder that the following items on the consent agenda be received and placed on file, including the payment of bills for December 11, 2023, in the amount of $2,235,491.05, and December 18, 2023, in the amount of $6,935,725.26. Roll Call vote -Ayes: Six. Abstain: One (Boesen). Motion carried. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. Resolution adopted and upon approval by Mayor assigned No. 2023-783. Resolution approving the request by Isael Garcia, for tax exemptions on the construction of a new twin home unit valued at $379,900.00, for property located at 1836 Red Tail Drive and located in the City Limits Urban Revitalization Area (CLURA). Resolution adopted and upon approval by Mayor assigned No. 2023-784. Resolution approving the request by Boss Babes, LLC, for tax exemptions on improvements to Page 2 of 11 Page 8 of 236 a single-family home valued at $15,000.00, for property located at 911 Newton Street and located in the Consolidated Urban Revitalization Area (CURA). Resolution adopted and upon approval by Mayor assigned No. 2023-785. Resolution setting date of public hearing as January 2, 2024, to approve a request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C- Z" Conditional Zoning District and a Site Plan Amendment for expansion of an auto sales facility located along the southwest side of South Street between West 6th Street and West 7th Street, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2023-786. Resolution authorizing an exception to the City of Waterloo Purchasing Policy for the purchase of a Tahoe for the Police Department, in the amount of $40,457.00, as a State of Iowa bid from Karl Chevrolet. Resolution adopted and upon approval by Mayor assigned No. 2023-787. Resolution approving cancellation of assessments for properties listed on Exhibit A, and authorizing the City Clerk to notify the Black Hawk County Treasurer of said cancellation. Resolution adopted and upon approval by Mayor assigned No. 2023-788. Resolution approving completion of project, recommendation of acceptance of work, and release of retainage in the amount of $2,250.00, for work performed by Bowker Mechanical Contractors of Cedar Rapids, Iowa, in conjunction with the City of Waterloo Center of the Arts Youth Pavilion PH 2 Boiler Replacement Project. Resolution adopted and upon approval by Mayor assigned No. 2023-789. Motion approving Change Order No. 10 with Vieth Construction Corporation, of Cedar Falls, Iowa, for a net increase of $7,428.85, in conjunction with the FY 2022 Sullivan Brothers Plaza Renovation, Contract No.1069, and authorizing the Mayor and City Clerk to execute said document. Motion to receive and place on file the 2022 Audit of the Waterloo Water Works. Motion to receive and place on file the 2022 Operating Report of the Waterloo Water Works. Motion approving the appointment of Brynn Schroeder from the current Civil Service List to the position of Waste Water Operator in the Waste Management Services Department, effective December 27, 2023, pending pre -employment physical and drug testing. Motion approving the appointment of Brian M. O'Connell to the position of Plant Maintenance Mechanic in the Waste Management Services Department, effective December 19, 2023, Page 3 of 11 Page 9 of 236 pending pre -employment physical and drug testing. Frank MCCaw Board/Commission: Memorial Hall Commission Expiration Date: December 31, 2026 (Re -appointment). Melvin Wittwer Board/Commission: Memorial Hall Commission Expiration Date: December 31, 2026 (Re -appointment). Craig White Board/Commission: Memorial Hall Commission Expiration Date: December 31, 2026 (Re -appointment). Randy Miller Board/Commission: Memorial Hall Commission Expiration Date: December 31, 2026 (Re -appointment). Communication from the Public Works Department on the notice of the conclusion of employment of Brian Boesen, Animal Control Officer, effective December 1, 2023, with recommendation of approval of payout of $3,195.99 for unused benefits. Airport Board meeting minutes of October 25, 2023. Waterloo Housing Authority Board meeting minutes of November 20, 2023. Liquor Licenses a. Carlos O'Kellys, 2060 Sovia Dr., Class C Alcohol w/Outdoor Service, Catering and Sunday Sales (Renewal) Exp: 12/30/2024. b. Club Ambassador, 313 W. 5th St., Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 12/15/2024. c. The Comfort Zone, 213 E. 5th Street, Class C Alcohol w/Sunday Sales (Renewal) Exp: 1/17/2024. d. Courtyard By Marriott, 250 Westfield Ave., Class C Alcohol w/Outdoor Service, Catering and Sunday Sales (Renewal) Exp: 11/19/2024. e. Karma Bar, 309 W. 4th St., Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 10/14/2024. f. Knights of Pythias, 244 Ash St., Class F Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 11/2/2024. g. Lock At Tower Park, 4140 Kimball Ave., Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 9/20/2024. Page 4 of 11 Page 10 of 236 h. Trucker Bar, 1915 Bourland Ave., Class C Alcohol w/Sunday Sales (Renewal) Exp: 12/12/2024. PUBLIC HEARINGS Request by Castle Storage Waterloo No. One to rezone approximately 5.87 acres from "A-1" Agricultural District and "R-2,C-Z" Conditional Zoning District to "C-2,C-Z" Conditional Zoning District to allow for outside storage at 2551 Logan Avenue. Nichols/Chiles to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Nichols/Chiles to close the hearing and receive and file recommendation of approval of the Planning, Programming and Zoning Commission. Voice vote -Ayes: Seven. Motion carried. Nichols/Chiles to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by Castle Storage Waterloo No. One to rezone approximately 5.87 acres from "A-1" Agricultural District and "R-2,C-Z" Conditional Zoning District to "C-2,C-Z" Conditional Zoning District to allow for outside storage at 2551 Logan Avenue. Roll Call vote -Ayes: Seven. Motion carried. Nichols/Chiles to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Nichols/Chiles to consider and pass for the second and third times and adopt the ordinance. Roll Call vote - Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5739. Request by the City of Waterloo to vacate an existing 50-foot sanitary sewer easement, generally located at and north of 3301 Greyhound Drive. Chiles/Grieder to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Chiles/Grieder Page 5 of 11 Page 11 of 236 to close the hearing and receive and file recommendation of approval of the Planning, Programming and Zoning Commission. Voice vote -Ayes: Seven. Motion carried. Chiles/Grieder to receive, file and consider and pass for the first time an ordinance approving a request by the City of Waterloo to vacate an existing 50-foot sanitary sewer easement, generally located at and north of 3301 Greyhound Drive. Roll Call vote -Ayes: Seven. Motion carried. Chiles/Grieder to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Chiles/Grieder to consider and pass for the second and third times and adopt said ordinance. Roll Call vote - Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5740. Request by the City of Waterloo to vacate approximately 1,613 square feet of city -owned alley right-of-way in the "M-1" Light Industrial District located adjacent to 54 Lane Street. Boesen/N ichols to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Boesen/N ichols to close hearing and receive and file recommendation of approval of the Planning, Programming and Zoning Commission. Voice vote -Ayes: Seven. Motion carried. Boesen/N ichols to receive, file and consider and pass for the first time an ordinance approving a request by the City of Waterloo to vacate approximately 1,613 square feet of city -owned alley right-of-way in the "M-1" Light Industrial District located adjacent to 54 Lane Street. Roll Call vote -Ayes: Seven. Motion carried. Boesen/Nichols to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Boesen/N ichols to consider and pass for the second and third times and adopt said ordinance. Roll Call vote - Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5741. Acquisition of property (right-of-way, permanent easements, and temporary easement) for the La Porte Road Reconstruction Phase I Project generally located on La Porte Road between East Shaulis Road and just north of Bopp Street. Feuss/Grieder to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. Page 6 of 11 Page 12 of 236 This being the time and place of the public hearing, the Mayor called for written and oral comments. Russ and Deb Youngblut, 2026 Bopp Street, shared that he is the owner of Southtown Lounge. He questioned when the work would start and how they would continue to have access to their business. Jamie Knutson, City Engineer, shared that they want to work with their business, Witham, Ament, and other businesses in the area for shared access on La Porte. Michelle Sweeney, AECOM, explained that the project will be in phases and access will be maintained for all affected businesses. She further provided an overview of the project, planned access points and signage that will be provided. Mayor Hart commented that this is the first step to open discussions with the businesses and questioned how AECOM communicates with the public about the project. Michelle Sweeney shared that the city has a Facebook page set up for this project, an email address has been set up or anyone can call city hall directly about the project. Mayor Hart shared that the city received a 20 million grant from Iowa DOT to help reconstruct LaPorte Road and commented on the importance of the project. Feuss/Grieder to close the hearing and receive and file oral comments. Voice vote -Ayes: Seven. Motion carried. Feuss/Grieder Resolution authorizing to proceed with the La Porte Road Reconstruction Phase I Project, to make final selection of the location, to authorize funding for the public improvement project, and determine that there is a reasonable expectation the city will be able to achieve its public purpose, comply with all applicable standards, and obtain the necessary permits, and authorizing the use of condemnation procedures for acquisition of property interests in furtherance of the project objectives, and to establish the amount of just compensation. Mr. Boesen shared that his concern is the KOA and the Bertch project. He shared that LaPorte Road relies on through traffic and that businesses have been hurt due to construction. Mayor Hart commented that while it is a hardship, it is also a good and important project for the city and the future of that corridor. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-790. Sale and conveyance of city -owned property located south of 99 Mosley Street, to Leon V. Mosley and Rhonda M. Hodges Mosley, in the amount of $300.00. Grieder/Feuss to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Page 7 of 11 Page 13 of 236 Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Grieder/Feuss to close hearing. Voice vote -Ayes: Seven. Motion carried. Grieder/Feuss Resolution approving the sale and conveyance of city -owned property located south of 99 Mosley Street, in the amount of $300.00, to Leon V. Mosley and Rhonda M. Hodges Mosley, and authorizing the Mayor and City Clerk to execute said documents. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023- 791 FY 2024 Titus (Midland) Pump Station and Force Main Project, Contract No. 975. Chiles/Nichols to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Chiles/Nichols to close the hearing. Voice vote -Ayes: Seven. Motion carried. Chiles/Nichols Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-792. Chiles/Nichols to receive, file, and instruct the City Clerk to read the bids and refer to the Waste Management Department for review. Roll Call vote -Ayes: Seven. Motion carried. Engineer's Estimate: $6,531,597.73 Portzen Construction, Dubuque, IA - 5% - $7,279,728.68 WRH, Inc., Amana, IA - 5% - $6,184,087.00 Peterson Contractors, Inc., Reinbeck, IA - 5% - $6,584,845.50 Boomerang Corp, Anamosa, IA - 5% - $4,117,354.20 RESOLUTIONS Resolution approving an agreement with Tolemi of Boston, Massachusetts, for data integration and insights software application and rental registration and work flow management software, in the amount of $47,500.00, and authorizing the Mayor to execute said document. David Dryer, 3145 W. 4th Street, questioned what the software does for the City of Waterloo. Page 8 of 11 Page 14 of 236 Mayor Hart provided an overview of the need for software in various departments and explained what is unique about this particular software. Mr. Grieder spoke in favor of this item. Nichols/Creighton-Smith Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-793. Resolution approving a Construction Agreement with Waterloo Water Works' Board of Trustees, in conjunction with the FY 2024 La Porte Road Improvements - Phase 1, Contract No. 1016, and authorizing the Mayor and City Clerk to execute said documents. Nichols/Creighton-Smith Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-794. Resolution approving a Professional Services Agreement with EN Engineering, LLC, formally Magellan Advisors, LLC, in an amount not to exceed $1,107,300.00, for project and construction management, inspections and engineering support services for the fiber backbone and fiber -to -the -home network project implementation in calendar year 2024, and authorizing the Mayor to execute said document. David Dryer, 3145 W. 4th Street, questioned why we are continuing to add to the cost of the fiber optics project. Mayor Hart explained that this is not an additional expense, it is another phase of the project that was in the original plan. Mr. Grieder spoke in favor of this item. Nichols/Creighton-Smith Roll Call vote -Ayes: Seven. Motion carried.Resolution adopted and upon approval by Mayor assigned No. 2023-795. Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., in the amount of $179,800.00, for construction administration and project inspection services for the Airline Passenger Terminal Parking Lot Canopy Project at the Waterloo Regional Airport, and authorizing the Mayor to execute said document. Nichols/Creighton-Smith Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-796. Resolution approving a Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, in an amount not to exceed $25,000.00, in conjunction with the Waterloo Pavement Management Plan Update FY 2025 - 2031, and authorizing the Mayor and City Clerk to execute said document. Nichols/Creighton-Smith Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor Page 9 of 11 Page 15 of 236 assigned No. 2023-797. Resolution approving an Intergovernmental Transfer of Public Funds Agreement with the Iowa Department of Human Services, and authorizing the Mayor to execute said documents. Boesen/Nichols Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-798. Resolution approving nine FY 2024 Quarter 3 and Quarter 4 Event/Capital Hotel -Motel Tax Grant funds, with one additional Capital Grant, in the amount of $90,400.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. Boesen/Nichols Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-799. ORDINANCES Request by the City of Waterloo on behalf of H&A, LC, to rezone approximately 60 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located east of 2950 Newell Street. Grieder/Chiles to receive, file, consider, and pass for the second time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by the City of Waterloo on behalf of H&A, LC, to rezone approximately 60 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located east of 2950 Newell Street. Roll Call vote -Ayes: Seven. Motion carried. Mr. Boesen thanked Noel Anderson for answering all of his questions and getting the wetlands conflict straightened out. Grieder/Chiles to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Grieder/Chiles to consider and pass for the third time and adopt the ordinance. Roll Call vote -Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5742. ADJOURNMENT Mayor Hart recognized Keith Kaspari, Airport Director, for his service to the city and delivered to him a plaque for his retirement. Mayor Hart recognized Mr. Grieder for his service to the City of Waterloo and presented him with a plaque in honor of his service. Feuss/Grieder that the meeting adjourn at 6:41 p.m. Voice vote -Ayes: Seven. Motion carried. Page 10 of 11 Page 16 of 236 Kelley Felchle City Clerk Page 11 of 11 Page 17 of 236 0 Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Waterloo Iowa For its Annual Comprehensive Financial Report For the Fiscal Year Ended June 30, 2022 Executive Director/CEO Page 18 of 236 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as January 16, 2024, to approve the request by Americans for Independent Living to rezone approximately 1.22 acres from "C-2" Commercial District to "C-2,C- Z" Conditional Zoning District to allow for a storage warehouse in a portion of the building located at 4020 University Avenue, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to rezone a 1.22 acre parcel to "C-2, C-Z" Conditional Zoning District to allow for the use of storage within the building at 4020 University Avenue. Slumberland Furniture formerly used the building as a retail space. However, Slumberland Furniture does not use this site for retail space anymore. Slumberland Furniture has a lease on a portion of the building until December 2025, which means this storage use will conclude in December of 2025. The storage of materials is allowed in the "C-2" Commercial District as an accessory use to a principle permitted use. The building at 4020 University Avenue does not have a principle permitted use that the storage is accessory to. Therefore, the site needs to be rezoned to "C-2, C-Z" Conditional Zoning District to allow for the principle permitted use to be storage. A veteran organization is proposed to use a portion of this building for a life skills classroom and gathering space to support veteran clients. The veteran's organization will also use a portion of the building for storage but this storage is accessory to a principle permitted use. Therefore, staff recommends that the request by Americans for Independent Living to rezone approximately 1.22 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for a storage warehouse in a portion of the building located at 4020 University Avenue, be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request would appear to be compatible with the Future Land Use Map. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood, which Page 19 of 236 consists of other similar commercial uses. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Lot No. Six (6) in Centennial Second Addition, except that part bounded as follows: Beginning at a point that is Thirty (30) feet South of the Northwest corner of said Lot as measured along the West line of said Lot; thence East parallel with the North line of said Lot a distance of Thirty (30) feet, thence Southwesterly to the Southwest corner of said Lot; thence North along the West line of said Lot to the Point of beginning; and except that part thereof condemned for highway purposes in the proceedings recorded in Deed Record 488 at page 473 of the records of Black Hawk County, Iowa. Also The North One Hundred Ninety (190) feet in even width of Lot No. Five (5) in Centennial Second Addition, except that part of said Lot lying East of a line which is parallel with and One Hundred Three (103) feet West of the East line of said Lot. ATTACHMENTS 1. Council Packet Page 20 of 236 December 12, 2023 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: PUBLIC /OPEN SPACES/ SCHOOLS: DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: FLOODPLAIN: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: Request by Americans for Independent Living to rezone approximately 1.22 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for a storage warehouse in a portion of the building located at 4020 University Avenue. Americans for Independent Living, 904 W 4th St, Waterloo, IA, 50702. The applicant is requesting to rezone the property in question to allow for a portion of the building to be used for storage by Slumberland Furniture. The request would not appear to have a negative impact on the surrounding neighborhood which consists of other similar commercial uses. The request to rezone the site in question would not appear to have a negative impact upon pedestrian and traffic conditions in the area. The site is accessed from University Avenue, which is classified as a Primary Arterial Street. There is sidewalk along the north side of University Avenue, and a recreation trail along the south side. Fred Becker Elementary School is located approximately 1.10 miles to the southeast and Central Middle School is located approximately 0.85 miles to the southeast of the site in question. The surrounding development was constructed around the 1950's with one structure being constructed in 2007. There is no screening required in relation to this request. A drainage plan will not be required in relation to this request. The property is not located within a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0308F, dated July 18, 2011. There is an 8" sanitary sewer line located under University Avenue. All utilities serve the site in question. 4020 UniversirtAve Rezone "C-2" to "C-2,C-Z" Pa22of 5 Page 21 of 236 December 12, 2023 ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: The area of the proposed site is currently zoned "C-2" Commercial District and has been zoned as such since the adoption of the Zoning Ordinance in 1969. Surrounding land uses and their zoning are as follows: North — Apartment complex, zoned "C-2" Commercial District. South — Auto 4 Credit, Oliver's Auto Hail Repair, and E&A Motors, zoned "C-2" Commercial District. East — Casey's 218 Pub, zoned "C-2" Commercial District. West — Tractor Supply Company, zoned "C-2" Commercial District. The Future Land Use Map designates this property as Commercial. The proposed land use is in conformance with the Future Land Use Map for this area. The site is located in the Primary Growth Area as identified in the City's Comprehensive Plan adopted August 21, 2023. 4020 UniversirtAve Rezone "C-2" to "C-2,C-Z" Pa23of 5 Page 22 of 236 December 12, 2023 Picture 1: Front of building looking west. Picture 2: Rear of building looking toward apartment buildings that are behind the building in question. 4020 Universirt Ave Rezone "C-2" to "C-2,C-Z" Pa24of 5 Page 23 of 236 December 12, 2023 Picture 3: Front of building looking east. Picture 4: Looking along west side of building. 4020 Universirt Ave Rezone "C-2" to "C-2,C-Z" Pa2Sof 5 Page 24 of 236 December 12, 2023 STAFF ANALYSIS The applicant is requesting to rezone a 1.22 acre parcel to "C-2, C-Z" ZONING Conditional Zoning District to allow for the use of storage within the ORDINANCE: building at 4020 University Avenue. Slumberland Furniture formerly used the building as a retail space. However, Slumberland Furniture does not use this site for retail space anymore. Slumberland Furniture has a lease on a portion of the building until December 2025, which means this storage use will conclude in December of 2025. TECHNICAL REVIEW COMMITTEE: STAFF ANALYSIS SUBDIVISION ORDINANCE: The storage of materials is allowed in the "C-2" Commercial District as an accessory use to a principle permitted use. The building at 4020 University Avenue does not have a principle permitted use that the storage is accessory to. Therefore, the site needs to be rezoned to "C-2, C-Z" Conditional Zoning District to allow for the principle permitted use to be storage. A veteran organization is proposed to use a portion of this building for a life skills classroom and gathering space to support veteran clients. The veteran's organization will also use a portion of the building for storage but this storage is accessory to a principle permitted use. There were no comments from the Technical Review Committee on this request. There is no platting in relation to this request. STAFF Therefore, staff recommends that the request by Americans for RECOMMENDATION Independent Living to rezone approximately 1.22 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for a storage warehouse in a portion of the building located at 4020 University Avenue, be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request would appear to be compatible with the Future Land Use Map. 4020 UniversirtAve Rezone "C-2" to "C-2,C-Z" Pa26of 5 Page 25 of 236 City of Waterloo Planning, Programming and Zoning Commission December 12, 2023 Aft ■ a ES mim EN s= ■_ 41F MI .AEL NEM WE ME MEN -. -- _■ CARDINAL DR — w -DRYv 0 111 MI 1a 1111111- r-_ at t Ilm Mi RIM M. !. R-1 R_ mi DESOTOAVE R-1, C- omit� ■■■� Mill 11._■■■• N IAYLN co 0) 0 0 a r JODI DR 11 MARK DR JILL DR II 1ON3d �- C, hii. =MI6 r4 . = Q __ ir R-2 '- iQJ NOSIOCV • on Emig �C E MAYNARD AVE R=2;C=Z R-4;C-Z UN�V'QS Cr 0 N1 F3 . C-2;C-Z r SAGER AVE R-3 a TUNIS G R-4 O A-1 hee NE NE NE NE ■ Elm 0 0) 0 J 0 ST. ANDREW'S A 0 1- R-2 H N 1 ti 0 0 co 11N 4020 University Avenue Rezone from "C-2" to "C-2,C-Z" Americans for Independent Living 27 fogc26of2' City of Waterloo Planning, Programming and Zoning Commission December 12, 2023 402o University Rezone from "C-2" to "C-2,C-Z" American for Independent Living 28 f'pgc 27 of 2'R hb'urneslP,yect fW.s2305D Aril Rer..araEON I. Proalln'o 8 Drai'ngsfa. Dr. :ngs'AFIL 11.emrat''d1 PHASE 2.01 z P.. >>Th 1 -R _ = III AFIL Renovation - Community Room 4020 University Avenue Waterloo, Iowa 50701 co 0• J 0 3 3 0 0 3 architecturearling Page 28 of 236. Mokmes(Projed Pac123-01DAFR Rem aroril. ProjeU Info 6 Prartingsfa. Prenu+gs,AFlL Renv air PHASE kph Us (sasseia'g sfuana;uaiin ue1awn Aluo) utporJ Apponwwoa Offices (non-profit service provider for veterans) O 1 ), = AF1L Renovation - Community Room 0 4020 University Avenue s o Waterloo, Iowa 50701 E!9!LIM nri rg11031,2architecture & atping Page 29 of 236 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 I. APPLICATION INFORMATION: a. Applicant's name — Business Name if Applicable (please print): Americans for Independent Living Address: 904 W 41h ST Phone: 319-232-2552 Fax: N/A City: Waterloo State: IA Zip: 50702 Entail: timcontbs(ir?afiliowa.org b. Status of applicant: (a) Owner X (b) Oilier (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): Address: Phone: Fax: City: State: Zip: Entail: 2. PROPERTY INFORMATION: a. General location of property to be rczoncd: 4020 University Ave Waterloo, IA 50702 b. Legal description of property to be rczoncd: See EXHIBIT A attached c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): d. Area of Proposed Zoning Boundary (Excluding Right of Way): e. Current Zoning: C-2 Requested zoning: C-2, C-Z f. Rcason(s) for rezoning and proposed use(s) of property: The upper level of the building is presently under lease to Slunnberland for a finite term of three years. It is important to note that this space is designated solely for the temporary storage of overflow items, with no permanent on -site workforce. Employees ofSlumberland will strictly visit the premises for the purpose of item retrieval or deposit. This short-term lease arrangetnent plays a crucial role in supporting the property tax obligations of MIL until the nonprofit exemption takes effect. It is imperative to emphasize that this lease is scheduled to conclude in December 2025 and will not be subject to renewal. 6• Conditions (if any) agreed to: h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured, If it is the intent to subdivide (split) any land, vacanl or improved in conjunction with this request it must go through a platting process (separate from rezone request). The filing fcc of S300 + SI0 per acre (5750 max) (payable to the City of Waterloo) is required (round amount down to nearest S I0 inclement). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planting, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is trot and correct. All information submitted will he used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request. Signature of Applicant Date Signature ofOwncr Date A 1/z3 31 Page 30 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Community Development Department January 2, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as January 16, 2024, to receive public comments on the CAPER (Consolidated Annual Performance Report), and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 31 of 236 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as January 16, 2024, to approve the request by the City of Waterloo to vacate a 14,734 square foot portion of West Airline Highway east of 3165 West Airline Highway subject to the retention of a drainage and utility easement over, under and upon the vacate area, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Request by the City of Waterloo to vacate a 14,734 square foot portion of West Airline Highway east of 3165 West Airline Highway. The site is zoned "M-1" Light Industrial District and has been zoned as such since the adoption of the zoning ordinance in 1969. Neighboring land uses and zoning: North, South, East, and West — Industrial, Zoned "M-1" Light Industrial District. The Future Land Use Map designates the area as Industrial, and this request would be in compliance with the Future Land Use Map and Comprehensive Plan. The city is requesting to vacate 14,734 SF of Airline Highway right-of-way. A portion of the right-of- way was acquired when there was a proposal to add a frontage road to Airline Highway. Additional portions of the right-of-way to be vacated were for the possible expansion of Airline Highway when it was US Highway 20. There is a utility and drainage easement in the vacate area, therefore an easement will need to be maintained over the vacate area. On May 10, 2022 the Planning, Programming and Zoning Commission voted to vacate 157,048 square feet of the right of way located in the immediate vicinity of this vacate request. The vacate request was approved by the City Council on August 24, 2023 with Ordinance 5715, However this area was accidentally excluded from that vacate request. The Planning and Zoning Commission unanimously recommended approval of the request at their regular meeting on December 12, 2023. Therefore, staff recommends the request by the City of Waterloo to vacate a portion (219.43' X 100.04') 14,734 SF of West Airline Highway east of 3165 West Airline Highway be approved for the following reasons: Page 32 of 236 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is not needed for right-of-way. 4. The right-of-way to the east was previously vacated, and the area is not needed for right-of- way purposes. With the following conditions: 1. That an utility and drainage easement be maintained under, upon, and above the proposed vacate. NEIGHBORHOOD IMPACT The request to vacate will not have a negative impact on the surrounding neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated is not needed as city right-of-way. The proposed vacate would not appear to have a negative impact on drainage. This area is not located in a floodplain as indicated by the Flood Insurance Rate Map No. 1900025 0167F. There is a 12" Sanitary Sewer main and 8" water main along West Airline Highway. A utility and drainage easement will need to be maintained in the vacate area. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Parcel "H" of the Northeast Quarter (NE 1/4), Section 8, Township 89 North (T89N), Range 13 West (R13W) of the 5th Principal Meridian (5th PM), City of Waterloo, Black Hawk County, State of Iowa, and being more particularly described as follows: Beginning at the northeast corner of Lot 1, South Port 2nd Addition; thence South 88°58'57" West along the north line of said Lot 1 219.58 feet to the northwest corner of said Lot 1, said northwest corner also being the northeast corner of Parcel "B" of the NE 1/4, Section 8, T89N, R13W as recorded in Miscellaneous Book 344, Page 130 in the Black Hawk County Recorder's Office; thence North 01 °02'06" West along the northerly extension of the east line of said Parcel "B" 67.04 feet to a line 33.00 normally distant from and parallel with the north line of said NE 1/4; thence North 88°56'19" East along said parallel line 219.43 feet to the northerly extension of the east line of said Lot 1; thence South 01 °09'30" East along said northerly extension of the east line of Lot 1 67.21 feet to the Page 33 of 236 point of beginning, containing 14,734 square feet (0.39 acres), subject to the retention of a drainage easement and an utility easement over, under, upon, and across the entire parcel. ATTACHMENTS 1. City Council Page 34 of 236 January 16, 2024 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. Request by the City of Waterloo to vacate a (219.43' X 100.04') 14,734 SF portion of West Airline Highway east of 3165 West Airline Highway. City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703 Request by the City of Waterloo to vacate approximately 14,734 SF of surplus right of way. The request to vacate will not have a negative impact on the surrounding neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated is not needed as city right-of-way. The nearest trail is located in George Wyth State Park which is located south of US Highway 218 and there are no sidewalks in the area. The site is zoned "M-1" Light Industrial District and has been zoned as such since the adoption of the zoning ordinance in 1969. Neighboring land uses and zoning: North, South, East, and West — Industrial, Zoned "M-1" Light Industrial District. The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. Industrial buildings built between 1975 and 2019. This area is not located in a floodplain as indicated by the Flood Insurance Rate Map No. 1900025 0167F. There are no schools in the immediate vicinity. The nearest open space is George Wyth State Park located to the south of US Highway 218. There is a 12" Sanitary Sewer main and 8" water main along West Airline Highway. A utility and drainage easement will need to be maintained in the vacate area. Vacate- Airline Highway Page 1 of 4 Page 35 of 236 January 16, 2024 111 - 4- -. -• - -_ 4• dir -` - Air - . . -"�'.- Picture 1: Looking east at area to be vacated. Picture 2: Looking west from Geraldine Road at the vacate area. Vacate- Airline Highway Page 2 of 4 Page 36 of 236 January 16, 2024 RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: The Future Land Use Map designates the area as Industrial, and this request would be in compliance with the Future Land Use Map and Comprehensive Plan. The city is requesting to vacate 14,734 SF of Airline Highway right-of-way. A portion of the right-of-way was acquired when there was a proposal to add a frontage road to Airline Highway. Additional portions of the right-of-way to be vacated were for the possible expansion of Airline Highway when it was US Highway 20. There is a utility and drainage easement in the vacate area, therefore an easement will need to be maintained over the vacate area. On May 10, 2022 the Planning, Programming and Zoning Commission voted to vacate 157,048 square feet of the right of way located in the immediate vicinity of this vacate request. The vacate request was approved by the City Council on August 24, 2023 with Ordinance 5715, However this area was accidentally excluded from that vacate request. The Planning and Zoning Commission unanimously recommended approval of the request at their regular meeting on December 12, 2023. The applicant is not looking to subdivide the property. Therefore, staff recommends the request by the City of Waterloo to vacate a portion (219.43' X 100.04') 14,734 SF of West Airline Highway east of 3165 West Airline Highway be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is not needed for right-of-way. 4. The right-of-way to the east was previously vacated, and the area is not needed for right-of-way purposes. With the following conditions: 1. That an utility and drainage easement be maintained under, upon, and above the proposed vacate. Vacate- Airline Highway Page 3 of 4 Page 37 of 236 City of Waterloo City Council January 16, 2024 East of 3165 West Airline Highway Vacate City of Waterloo ragc 38 (If 2°C City of Waterloo Planning, Programming and Zoning Commission January 16, 2024 TL-1 1 I—k co I I If° Xi �7 SUPI''IC � WAY- m 1 \-„r) I (-• RIITTFRAll IT I Al HAZELWOOD LN — o � Q 0J r- r �Z z LAKE ��L?EDR SHI REY WAY A-1 1'1i.0 O41/1Z0 ST -W.•BIG ROCK RD A1 A-1 A-1 M-1 East of 3165 West Airline Highway Vacate Right -of -Way City of Waterloo Pnnr 'V) nr 91C Index Legend Location Description: Parcel "H", NE 114 Section 8, T89N, R13W City of Waterloo, Iowa Requestor: Proprietor: Noel Anderson, City of Waterloo Superior Welding, LLC Surveyor: William W. CastIe Surveyor Company: Return To: City of Waterloo Engineering Department 715 Mulberry Street, Waterloo, IA 50703 715 Mulberry St, Waterloo, IA 50703 291-4312 N 1/4 CORNER SEC 8, 789N. R13W FD. #4 REBAR IN PCC PER MISC BK. 344, PG 129 EAST 1331.45' A EAST 1331.8 a N 88°56'07" E 1331.38' E (N 88°50'19" E 1331.38') NE CORNER NW 1/4 NE 114 SEC 8, T89N, R13W FD.MAG NAIL SHAFT IN PCC PER DOC #2013-1825 � f \fir (S 880i 706.45' a (706.99') ' ! Plat of Survey Parcel "H", Northeast Quarter, Section 8, Township 89 North, Range 13 West of the 5th PM, City of Waterloo, Black Hawk County, Iowa PARCEL "1" NE 1/4 8-89-13 FD #4 W/OUT CAP PARCEL "B" NE 1/4, 8-89-13 MISC BK 344, PG 130 Plat Legend: • Found Monument o Set 5/8" x 24" Reber w/Blue Cap "Iowa - 19715" El Cut "X" in concrete, found or set Found section corner monument A Set section corner monument 123.45' Record Measurement Per Plat Of Survey Misc Book 317 Page 924 Per Plat of Survey Misc Book 334 Page 130 Per South Port Addition Plat Per South Port 2nd Addition Plat Per South Port 3rd Addition Plat Field Measurement #B e (125.45') WEST AIRLINE HIGHWAY EAST 1331.45' EAST 1331.5' a N 88°56'30" E 1331.5' ° (N 88°56'19" E 1331.38) (219.36') (N 88°56'19" E 219.43') PARCEL "H" 14,734 SF 0.39 ACRES '..4"-N.,_(N 01°02'06" W) (S 01°09'30 (67.04') (67 LOT 4 SOUTH PORT 2nd ADD. Legal Description: NE CORNER SEC 8. T89N, R13W PD. #4 REBAR [N PCC PER MISC BK, 344, PG 129 NORTH LINE NE 1/4 SEC. 8, T89N, R13W :1 \ S 88°56'15" W 405.3' ° - I (S 88°56'19" W 405.03') ,E) .21') FD #4 W/OC IOWA 6505 S 88°59' W 219.55' ° (S 88°58'57" W 219.58') LOT 1 SOUTH PORT 2nd ADD. S 88°59' W 220.5' ° (S 89°04'06" W 220.05') FD #5 W/RC LS 12088 FD #5 W/RC LS 12088 N01°01'15"W69.3i° �� (N 01 °04'43" W 69.31') LOT2 SOUTH PORT 2nd ADD. FD #4 MC IOWA 9961 Planner or design PARCEL "G" NE 1/4 8-89-13 FD #5 W1RC LS 12088 N 88°58'11" E 66.00' ° (N 88°54'59" E 66.04') LOT 1 SOUTH PORT Scale: 1 inch = 80 feet las been reviewed by Parcel "H" of the Northeast Quarter (NE 1/4), Section 8, Township 89 North (T89N), Range 13 West (R13W) of the 5th Principal Meridian (5th PM), City of Waterloo, Black Hawk County, State of Iowa, and being more particularly described as follows: Beginning at the northeast comer of Lot 1, South Port 2nd Addition; thence South 88°58'57" West along the north line of said Lot 1 219.58 feet to the northwest corner of said Lot 1, said northwest corner also being the northeast corner of Parcel "B" of the NE 1/4, Section 8, T89N, R13W as recorded in Miscellaneous Book 344, Page 130 in the Black Hawk County Recorder's Office; thence North 01°02'06" West along the northerly extension of the east line of said Parcel "B" 67.04 feet to a line 33.00 nomlally distant from and parallel with the north line of said NE 1/4; thence North 88°56'19" East along said parallel line 219.43 feet to the northerly extension of the east line of said Lot 1; thence South 01 °09'30" East along said northerly extension of the east line of Lot 1 67.21 feet to the point of beginning, containing 14,734 square feet (0.39 acres), subject to the retention of a drainage easement and an utility easement over, under, upon, and across the entire parcel. S- o�,S°�NO C�9 yr'I S Q' • ' v2Q i1 f WILLIAM certify at this ng document was ared andrt the related survey work was performed by me orunder my direct personal supervision and that I am a duly licensed O 0 lia V)a a G $ W a�7� Land Surve or under the laws of the State of Iowa. z 0 f L . 00 CASTLE 0 19715 - / �/ jY�� yl t({ �23 William W. Castle, PLS Date ri > oe 0" a . * yOWA * . License Number19715 My License Renewal Date is December31, 2023. Pages or sheets covered by this seal : V 1/ Survey Notes: 1. The Bearings shown on this survey are derived from GPS observations using the Iowa State Plane Coordinate System, North Zone, NAD 83 (2011). 2. Al) dimensions are in US Survey feet and decimals thereof. 3. Parcel letter "H" assigned by the Black Hawk County Auditor's Plat Room on June 21, 2022. 4. Parcel "H" area: 14,734 square feet (0.39 acres). 5. This survey represents the land sold by the City of Waterloo to Superior Properties, LLC, by resolution No. 2022-1559 and recorded as Doc. # 2023-1559 and conveyed in Special Warranty Deed recorded as Doc. # 2023-5053 in the records of Black Hawk County. City of Waterloo Engineering Department 715 Mulberry Street, Waterloo, Iowa 50703 Phone: (319) 291-4312 Fax: (319) 291-4262 Drawn By: WWC Scale: Field Work Date: 6-10 & 6-24-2022 Date Drawn: 10-21-2022 Sheet No. 1 of 1 City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 ❑ Offer to Vacate and Purchase City Right -of -Way ❑ Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement U Sale of City -Owned Property Applicant: Address: Phone No.: Email: General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): `mil V\ COX �� Legal description of area to be conveyed, vacated, or encroached: non-refundable filing fee(s) shall be made as follows (checks payable to City of Waterloo): Right-of-way vacation --- One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated — No Fee • Any request not meeting the Sale of Property Policy — One Hundred Dollar ($100.00) Fee 2. Offer Price*[Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price -- Deductions = Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The followinasement shall be retained: 5. Other: Ple adds ' n Applicant e pr ide a cti te plan and/or aerial photo of the area to be vacated if the request involves reason for the request. Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 42 of 236 WAIVER Date: December / ? , 2023 Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: I hereby request a waiver to the driveway and sidewalk specifications for the construction of a Concrete driveway or sidewalk located at (concrete or asphalt) 339 W 13th Street, Waterloo, IA (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. X placement of a driveway or sidewalk on City right-of-way on an unimproved street. Other: I agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. (Please make payment payable to: City of Waterloo.) Respectfully submitted, I 0 h t 4 ,1" P if - Printed Name bf Property Owner Signature of Property Owner Page 43 of 236 Date: S- Honorable Mayor and City Counci City Hall Waterloo, IA 50703 Council Persons: WAIVER pe5W c)‘--56165d ---erma6y coNaKit 6,46,„4 fn)-Or'in' Gocui wez4 CFO,,z.r-i - ifx4t erX aa, CAje- 6,, 75 a/ai - ` p-ofeL-E- 427 c � lbe J) 0f V e `� P� of C I hereby request a waiver to the d eway and sidewalk specifications for the construction of a Concrete driveway or sidewalk located at (concrete or asphalt) 1310 Cottage Grove Avenue, Waterloo, IA (Address) This waiver is needed because of: RECEIVED CITY ENGINEERS special surface texture to be used on the concrete approach (i.e., exposed aggreat ga'ti,Eii�Inn k IA stamped pattern, paving brick). elimi ation of the sidewalk section duo to the inability to me.Qt the grade requirements. ' I v. cam , _ ec e-A it ,,tppfJ9 elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right -of way on an unimproved street. X Other: Culvert placement by property owner/ property owner expense, it required for future ditch work. I agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. Please make payment to: City of Waterloo.) Respectfully submitted, C i (r.A\, \ \C('.C) Printed Name of Property Owner Signature of Property Owner --- Page 44 of 23 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution approving the request by Cullen and Beth Gehrke, for tax exemptions on the construction of a single family home valued at $470,897.00, for property located at 1408 Partridge Lane, and located in the City Limits Urban Revitalization Area (CLURA). RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The Planning, Programming, and Zoning Commission staff has reviewed this application and feels that the project qualifies for exemptions from taxes on the actual value added to the residential property under the City Limits Urban Revitalization Area Plan. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 3.9: Increase the promotion and utilization of the City Limits Urban Revitalization Area (CLURA) housing program. IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Audubon Heights Seventh Addition Lot 5 Page 45 of 236 ATTACHMENTS 1. CLURA 1408 Partridge Ln Form 2. CLURA 1408 Partridge Ln Map Page 46 of 236 CITY LIMITS URBAN REVITALIZATION APPLICATION FOR PROPERTY TAX EXEMPTION FOR CONSTRUCTION OF NEW ONE OR TWO FAMILY DWELLINGS UNDER THE PROVISIONS OF THE CITY LIMITS URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The City Limits Urban Revitalization Area (CLURA) allows property tax exemptions for newly constructed one or two family dwellings (single family homes or duplex/twin homes) that meet the following criteria: 1. Be located within the CLURA boundaries (a map of which can be obtained from the City of Waterloo Community Planning & Development Department.) 2. This application must be filed with City prior to the 151 working day of February following the year when the improvements are completed to comply with the timeline of the State Code of Iowa, Section 404.4 unnumbered paragraph 2. However, a single application may be filed upon completion of an entire project requiring more than one year to construct or complete, providing prior approval has been granted by the City Council or County Board of Supervisors. Please fill out the following information for your application to be submitted to the City Council. NAME: C1A4n £Z-h G/'(J SIGNATURE: t � f thi 1�e Lan ;1A)A--f&-+r 109 IA 5-O.701 ADDRESS: TELEPHONE: 41 . S J 1 -Z 7Z DATE: A. What is the Address of the property being improved? 1408 P142.11L C) E What is the Legal Description of the property? (May be available at County Recorder's Office on 2nd floor of the Courthouse) • Nunut301\1 4 E164T S SEVGN-1 A T [)DiT10 -1 WT *k5 B. What was the nature of the improvement(s)? (must be single family homes or duplex/twin homes to qualify) S&NGL Fn,ml WEvi CONSTQ l totJ S - e2v Ie o/ ' �c c 4 tieotelt-i- &Walk, C. City of Waterloo Building and Inspections Department Information: Permit Number: 11.1A1r2 Date permit was issued: 10.14.22- Total permit(s) valuation:4 e2D3,6Lcke D. What was the cost of the new construction? E. Estimated or actual date of completion of this new construction? 3. 0 -. 2.3 CITY OF WATERLOO APPROVED DENIED DATED: RESOLUTION NO: BLACK HAWK COUNTY ASSESSOR APPROVED DENIED DATED: Tarni McFarland Black Hawk County Assessor Note: City Council approval does not guarantee tax exemptions. The application must be reviewed and approved by the Black Hawk County Assessor's Office for criteria eligibility. Page 47 of 236 Note: Base map data source is Black Hawk County. This map does not represent a survey, no liability is assumed for the accuracy of the data delineated herein, either expressed or Implied by Black Hawk County, the Black Hawk County Assessor, or their employees. The City of Waterloo makes no warranty, express or implied, as to the accuracy of the information shown on this map, and expressly disclaims liability for the accuracy thereof. Users should refer to official plats, surveys, recorded deeds, etc. located at the Black Hawk County Assessors Office for complete and accurate information. CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Waste Management Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution approving award of bid to WRH of Amana, Iowa, in the amount of $6,184,087.00 and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2024 Titus Lift Station and Force Main Project, Contract No. 975, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approve award of bid SUMMARY STATEMENT AND BACKGROUND INFORMATION Resolution approving award of bid to WRH of Amana, IA in the amount of $ 6,184,087.00, approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2024 Titus Lift Station and Force Main Project , Contract No. 975, and authorizing the Mayor and City Clerk to execute said documents. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 49 of 236 ATTACHMENTS 1. 20231214 WAT TITUS LTR Recommendation 2. 025-FORM OF CONTRACT 975 3. Bid Tab -FY24 Titus (Midland) pump Station and Force Main Project, Cont. No. 975 4. x 20231214 Titus LS - BID TAB REVO1 5. WRH - Bid Documents Page 50 of 236 AECOM December 15, 2023 Mr. Jesse Gaherty Water Pollution Control Facility 3505 Easton Avenue Waterloo, Iowa 50702 Subject: Titus Lift Station and Force Main Letter of Recommendation City of Waterloo, Iowa City Contract No. 975 AECOM #60590223 Dear Jesse, AECOM 501 Sycamore Street Suite 222 Waterloo, Iowa 50703 www.aecom.com 319-232-6531 tel 319-232-0271 fax AECOM reviewed the bids submitted for the Titus Lift Station and Force Main project for the City of Waterloo, Iowa, on December 14, 2023. The low bidder, Boomerang Corp, of Anamosa, Iowa, has withdrawn their bid due to a substantial mistake in the preparation of their bid. See the attached letter. The second low bidder, WRH, Inc of Amana, Iowa, has met the requirements of the Instructions to Bidders. A bid tabulation is attached for review. AECOM recommends allowing Boomerang Corp, of Anamosa, Iowa to withdraw their bid and award the contract to WRH, Inc of Amana, Iowa, for the Bid of $6,184,087.00. Yours sincerely, Christopher G. Oelkers, PE Enclosure: Letter of Bid Withdrawal — Boomerang Corp Dated 12/15/2023 Titus Lift Station and Force Main Bid Tab Dated 12/14/2023 P:\60590223\600_Construction_Support\605_Bid Opening\20231214 WAT TITUS LTR Recommendation.docx Page 51 of 236 boomerang December 15, 2023 Good Morning, At this time Boomerang Corp with need to withdraw its bid on the FY2024 Titus Lift Station and Force Main Project Cont. No. 975 for the City of Waterloo bid 12/14/23 at 1:00 pm due to substantial mistake in preparation of the bid. Tha you r J / Bra Ricklefs President Boomerang Corp ANAMOSA HIAWATHA p 319.462.4435 p 319.462.4435 a 13225 Circle Dr Suite A I Anarnosa, IA 52205 a 1204 Dina Court j Hiawatha, IA 52233 BOOMERANGCORP.COM Page 52 of 236 Bid Tabulation FY 2024 TITUS LIFTSTATION AND FORCE MAIN CITY OF WATERLOO CITY CONTRACT NO. 975 AECOM Proj. No. 60590223 Thursday, December 14, 2023 A:COM Engineers Estimate WRH, Inc. Peterson Contractors Inc. Portzen Construction Boomerang Corp Item Description Unit Estimated Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price BASE BID I I I I WITHDRAWN 1 MOBILIZATION LS 1.0 $ 350,000.00 $ 350,000.00 $ 550,000.00 $ 550,000.00 $ 550,000.00 $ 550,000.00 $ 571,000.00 $ 571,000.00 $ 279,000.00 $ 279,000.00 2 TRAFFIC CONTROL LS 1.0 $ 35,000.00 $ 35,000.00 $ 14,000.00 $ 14,000.00 $ 35,000.00 $ 35,000.00 $ 80,000.00 $ 80,000.00 $ 10,000.00 $ 10,000.00 3 CLEARING AND GRUBBING LS 1.0 $ 25,000.00 $ 25,000.00 $ 45,000.00 $ 45,000.00 $ 200,000.00 $ 200,000.00 $ 40,125.00 $ 40,125.00 $ 20,000.00 $ 20,000.00 4 EXISTING PUMP BUILDING, PUMP VAULT AND VALVE VAULT REMOVAL LS 1.0 $ 190,000.00 $ 190,000.00 $ 200,000.00 $ 200,000.00 $ 50,000.00 $ 50,000.00 $ 143,204.00 $ 143,204.00 $ 10,000.00 $ 10,000.00 5 IMPORT FILL FOR LIFT STATION SITE CY 250.0 $ 60.00 $ 15,000.00 $ 45.00 $ 11,250.00 $ 25.00 $ 6,250.00 $ 37.45 $ 9,362.50 $ 20.00 $ 5,000.00 6 IMPORT FILL FOR TRENCH REMOVALS CY 1,500.0 $ 60.00 $ 90,000.00 $ 35.00 $ 52,500.00 $ 15.00 $ 22,500.00 $ 29.50 $ 44,250.00 $ 20.00 $ 30,000.00 7 IMPORT TOPSOIL CY 2,420.0 $ 35.00 $ 84,700.00 $ 40.00 $ 96,800.00 $ 25.00 $ 60,500.00 $ 32.10 $ 77,682.00 $ 20.00 $ 48,400.00 8 LIFT STATION WET WELL AND VALVE VAULT LS 1.0 $ 1,100,000.00 $ 1,100,000.00 $ 1,750,000.00 $ 1,750,000.00 $ 1,900,000.00 $ 1,900,000.00 $ 1,485,300.00 $ 1,485,300.00 $ 1,300,000.00 $ 1,300,000.00 9 ELECTRICAL EQUIPMENT BUILDING LS 1.0 $ 550,000.00 $ 550,000.00 $ 400,000.00 $ 400,000.00 $ 400,000.00 $ 400,000.00 $ 359,300.00 $ 359,300.00 $ 300,000.00 $ 300,000.00 10 SITE ELECTRICAL LS 1.0 $ 350,000.00 $ 350,000.00 $ 120,000.00 $ 120,000.00 $ 225,000.00 $ 225,000.00 $ 104,300.00 $ 104,300.00 $ 200,000.00 $ 200,000.00 11 METERING MANHOLE LS 1.0 $ 80,000.00 $ 80,000.00 $ 60,000.00 $ 60,000.00 $ 100,000.00 $ 100,000.00 $ 43,800.00 $ 43,800.00 $ 40,000.00 $ 40,000.00 12 AIR RELEASE MANHOLE AT TITUS LIFT STATION EA 1.0 $ 50,000.00 $ 50,000.00 $ 75,000.00 $ 75,000.00 $ 175,000.00 $ 175,000.00 $ 53,800.00 $ 53,800.00 $ 80,000.00 $ 80,000.00 13 AIR RELEASE MANHOLE EA 5.0 $ 18,000.00 $ 90,000.00 $ 18,000.00 $ 90,000.00 $ 50,000.00 $ 250,000.00 $ 15,500.00 $ 77,500.00 $ 12,000.00 $ 60,000.00 14 48" MANHOLE EA 2.0 $ 12,000.00 $ 24,000.00 $ 22,000.00 $ 44,000.00 $ 60,000.00 $ 120,000.00 $ 10,500.00 $ 21,000.00 $ 15,000.00 $ 30,000.00 15 STAND-BY GENERATOR - TITUS LS 1.0 $ 380,000.00 $ 380,000.00 $ 200,000.00 $ 200,000.00 $ 200,000.00 $ 200,000.00 $ 158,500.00 $ 158,500.00 $ 200,000.00 $ 200,000.00 16 ITEM INTENTIONALLY OMITTED --- --- - - - - - - - - - - 17 UNCLASSIFIED MATERIAL (REMOVAL OF RAPPABLE ROCK) CY 500.0 $ 40.00 $ 20,000.00 $ 50.00 $ 25,000.00 $ 75.00 $ 37,500.00 $ 71.80 $ 35,900.00 $ 40.00 $ 20,000.00 18 ROCK EXCAVATION CY 500.0 $ 50.00 $ 25,000.00 $ 60.00 $ 30,000.00 $ 150.00 $ 75,000.00 $ 89.75 $ 44,875.00 $ 70.00 $ 35,000.00 19 FOUNDATION ROCK TON 150.0 $ 100.00 $ 15,000.00 $ 70.00 $ 10,500.00 $ 75.00 $ 11,250.00 $ 33.95 $ 5,092.50 $ 40.00 $ 6,000.00 20 TRENCH COMPACTION TESTING LS 1.0 $ 30,000.00 $ 30,000.00 $ 12,000.00 $ 12,000.00 $ 20,000.00 $ 20,000.00 $ 14,300.00 $ 14,300.00 $ 14,000.00 $ 14,000.00 21 ABANDON AND PLUG 12" SANITARY SEWER LF 290.0 $ 45.00 $ 13,050.00 $ 75.00 $ 21,750.00 $ 30.00 $ 8,700.00 $ 18.79 $ 5,449.10 $ 26.00 $ 7,540.00 22 SANITARY SEWER FORCE MAIN TESTING LS 1.0 $ 25,500.00 $ 25,500.00 $ 33,000.00 $ 33,000.00 $ 60,000.00 $ 60,000.00 $ 50,000.00 $ 50,000.00 $ 10,000.00 $ 10,000.00 23 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LS 1.0 $ 7,500.00 $ 7,500.00 $ 2,500.00 $ 2,500.00 $ 5,000.00 $ 5,000.00 $ 50,000.00 $ 50,000.00 $ 10,000.00 $ 10,000.00 24 18" SANITARY SEWER GRAVITY MAIN - OPEN CUT LF 232.8 $ 200.00 $ 46,560.00 $ 2,000.00 $ 465,600.00 $ 750.00 $ 174,600.00 $ 173.89 $ 40,481.59 $ 200.00 $ 46,560.00 25 12" SANITARY SEWER FORCE MAIN - DIRECTIONAL DRILLING LF 7,340.8 $ 285.00 $ 2,092,128.00 $ 125.00 $ 917,600.00 $ 150.00 $ 1,101,120.00 $ 249.53 $ 1,831,749.82 $ 105.00 $ 770,784.00 26 ITEM INTENTIONALLY OMITTED --- --- - - - - - - - - - - 27 12" SANITARY SEWER FORCE MAIN - OPEN CUT LF 653.6 $ 150.00 $ 98,040.00 $ 195.00 $ 127,452.00 $ 170.00 $ 111,112.00 $ 129.88 $ 84,889.57 $ 91.00 $ 59,477.60 28 8" SANITARY SEWER GRAVITY MAIN, DUCTILE IRON - OPEN CUT LF 55.0 $ 110.00 $ 6,050.00 $ 220.00 $ 12,100.00 $ 300.00 $ 16,500.00 $ 217.03 $ 11,936.65 $ 175.00 $ 9,625.00 29 4-INCH STEEL CASING PIPE WITH 2-INCH PVC COMMUNICATION CONDUIT LF 322.7 $ 180.00 $ 58,086.00 $ 360.00 $ 116,172.00 $ 500.00 $ 161,350.00 $ 308.41 $ 99,523.91 $ 110.00 $ 35,497.00 30 24" STEEL CASING WITH 12" SANITARY SEWER FORCE MAIN LF 392.9 $ 1,000.00 $ 392,900.00 $ 1,120.00 $ 440,048.00 $ 760.00 $ 298,604.00 $ 3,923.87 $ 1,541,688.52 $ 780.00 $ 306,462.00 31 FORCE MAIN FITTINGS LBS 3,875.0 $ 18.00 $ 69,750.00 $ 8.00 $ 31,000.00 $ 10.00 $ 38,750.00 $ 6.85 $ 26,543.75 $ 11.00 $ 42,625.00 32 CONNECTION TO EXISTING SANITARY MANHOLE EA 2.0 $ 10,000.00 $ 20,000.00 $ 34,000.00 $ 68,000.00 $ 12,500.00 $ 25,000.00 $ 16,220.00 $ 32,440.00 $ 4,000.00 $ 8,000.00 33 WATER SERVICE, TRENCHED, COPPER, 1-INCH, INTEGRAL RESTRAINED JOINTS LF 95.0 $ 65.00 $ 6,175.00 $ 100.00 $ 9,500.00 $ 175.00 $ 16,625.00 $ 119.93 $ 11,393.35 $ 69.00 $ 6,555.00 34 6" PCC PAVEMENT SY 715.6 $ 110.00 $ 78,716.00 $ 95.00 $ 67,982.00 $ 80.00 $ 57,248.00 $ 85.75 $ 61,362.70 $ 82.00 $ 58,679.20 35 GRAVEL SURFACING SY 125.1 $ 35.00 $ 4,378.50 $ 30.00 $ 3,753.00 $ 15.00 $ 1,876.50 $ 23.74 $ 2,969.87 $ 20.00 $ 2,502.00 36 CRUSHED STONE - CLASS "A" SY 715.6 $ 35.00 $ 25,046.00 $ 20.00 $ 14,312.00 $ 12.50 $ 8,945.00 $ 14.90 $ 10,662.44 $ 10.00 $ 7,156.00 37 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 1 SEED MIX ACRE 1.9 $ 6,000.00 $ 11,400.00 $ 5,500.00 $ 10,450.00 $ 5,000.00 $ 9,500.00 $ 4,300.00 $ 8,170.00 $ 4,000.00 $ 7,600.00 38 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 2 SEED MIX ACRE 1.9 $ 4,500.00 $ 8,550.00 $ 5,000.00 $ 9,500.00 $ 4,000.00 $ 7,600.00 $ 3,800.00 $ 7,220.00 $ 3,500.00 $ 6,650.00 39 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 4 SEED MIX ACRE 1.1 $ 3,500.00 $ 3,850.00 $ 3,500.00 $ 3,850.00 $ 3,000.00 $ 3,300.00 $ 2,700.00 $ 2,970.00 $ 2,500.00 $ 2,750.00 40 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 5 SEED MIX ACRE 1.1 $ 3,500.00 $ 3,850.00 $ 3,500.00 $ 3,850.00 $ 3,000.00 $ 3,300.00 $ 2,700.00 $ 2,970.00 $ 2,500.00 $ 2,750.00 41 SILT FENCE LF 2,900.0 $ 3.25 $ 9,425.00 $ 3.00 $ 8,700.00 $ 3.00 $ 8,700.00 $ 2.25 $ 6,525.00 $ 2.50 $ 7,250.00 42 SWPPP REQUIREMENTS LS 1.0 $ 13,000.00 $ 13,000.00 $ 3,500.00 $ 3,500.00 $ 5,000.00 $ 5,000.00 $ 2,700.00 $ 2,700.00 $ 2,700.00 $ 2,700.00 43 6' CHAIN -LINK FENCE LF 360.3 $ 70.00 $ 25,221.00 $ 60.00 $ 21,618.00 $ 50.00 $ 18,015.00 $ 38.00 $ 13,691.40 $ 38.00 $ 13,691.40 44 16' CHAIN -LINK GATE EA 2.0 $ 4,000.00 $ 8,000.00 $ 2,500.00 $ 5,000.00 $ 1,750.00 $ 3,500.00 $ 1,300.00 $ 2,600.00 $ 1,300.00 $ 2,600.00 45 FORCE MAIN WARNING SIGN EA 5.0 $ 150.00 $ 300.00 $ 160.00 $ 800.00 $ 500.00 $ 2,500.00 $ 500.00 $ 2,500.00 $ 500.00 $ 2,500.00 BASE BID TOTAL $ 6,531,175.50 $ 6,184,087.00 $ 6,584,845.50 I $ 7,279,728.68 $ ---c+.4.20 Mathematical Mistake made by the Contractor on their Bid Proposal Page 53 of 236 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF FY 2024 TITUS LIFT STATION AND FORCE MAIN CITY OF WATERLOO, IOWA CONTRACT NO. 975 This contract made and entered into this day of , 2023, by and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and WRH, INC. of Anamosa, Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the FY 2024 TITUS LIFT STATION AND FORCE MAIN, CONTRACT NO. 975 and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanship like manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. PAR. 2 It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. PAR. 3 The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its engineer. PAR. 4 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. PAR. 5 The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before November 30, 2024 unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 PAR. 8 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein, and in FORM OF CONTRACT CONTRACT NO. 975 AECOM #60590223 C-1 of 3 FY 2024 TITUS LIFT STATION AND FORCE MAIN Page 54 of 236 case judgment is rendered against the City, the Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. PAR. 9 The City shall have the right to appoint one or more construction reviewers who shall review the progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the manner of doing the work, and their judgment on rejecting any materials, substance, or manner of work shall be final unless it is revoked or modified by the City Engineer. PAR. 10 Any material, which has been rejected by the construction reviewer, shall be at once removed from the line of work and shall not be again taken thereon or placed with the material proposed to be used without the written consent of the City Engineer. PAR. 11 The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work, but if said work is delayed by the City, the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. PAR. 12 The Contractor agrees to pay punctually all just claims of labor, material, men, or subcontractors who shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall not be liable for said labor, material, or men under this contract. PAR. 13 PAR. 14 PAR. 15 PAR. 16 The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders, which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council and is by reference made a part of this contract. The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty (30) consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal, which has been accepted by the City. The total amount of the contract, based on the Engineer's estimates of quantities and the Contractor's unit bid prices, and for which 100% surety bond is required is $6,184,087.00. FORM OF CONTRACT CONTRACT NO. 975 AECOM #60590223 C-2 of 3 FY 2024 TITUS LIFT STATION AND FORCE MAIN Page 55 of 236 PAR. 17 PAR. 18 PAR. 19 PAR. 20 PAR. 21 After the completion of said work, the Contractor agrees to remove all debris and clean up said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the street back in a proper condition for travel. This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2) years from the date of its acceptance by said Council, and after having been given ten (10) days' notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City, and, in any event, until two (2) years after the acceptance of the work. CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of , 2023. ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT CONTRACT NO. 975 AECOM #60590223 C-3 of 3 FY 2024 TITUS LIFT STATION AND FORCE MAIN Page 56 of 236 THIS PAGE LEFT BLANK INTENTIONALLY Page 57 of 236 FY24 Titus (Midland) pump Station and Force Main Project, Cont. No. 975 Bid Tab December 14, 2023 Engineer's Estimate: $6,531,597.73 Bidder Bid Security Bid Amount Portzen Construction Dubuque, IA 5% $7,279,728.68 WRH, Inc. Amana, IA 5% $6,184,087.00 Peterson Contractors, Inc. Reinbeck, IA 5% $6,584,845.50 Boomerang Corp. Anamosa, IA 5% $4,117,354.20 Page 58 of 236 Bid Tabulation FY 2024 TITUS LIFTSTATION AND FORCE MAIN CITY OF WATERLOO CITY CONTRACT NO. 975 AECOM Proj. No. 60590223 Thursday, December 14, 2023 AECOM Engineers Estimate DIFF I Boomerang Corp DIFF WRH, Inc. Peterson Contractors Inc. Portzen Construction Item Description Unit Estimated' Quantity Unit Price Total Price BOOM - Estimate Unit Price Total Price BOOM - WRH Unit Price Total Price Unit Price Total Price Unit Price Total Price BASE BID I 1 MOBILIZATION LS 1.000 $ 350,000.00 $ 350,000.00 (71,000.00) $ 279,000.00 $ 279,000.00 (271,000.00) $ 550,000.00 $ 550,000.00 $ 550,000.00 $ 550,000.00 $ 571,000.00 $ 571,000.00 2 TRAFFIC CONTROL LS 1.000 $ 35,000.00 $ 35,000.00 (25,000.00) $ 10,000.00 $ 10,000.00 (4,000.00) $ 14,000.00 $ 14,000.00 $ 35,000.00 $ 35,000.00 $ 80,000.00 $ 80,000.00 3 CLEARING AND GRUBBING LS 1.000 $ 25,000.00 $ 25,000.00 (5,000.00) $ 20,000.00 $ 20,000.00 (25,000.00) $ 45,000.00 $ 45,000.00 $ 200,000.00 $ 200,000.00 $ 40,125.00 $ 40,125.00 4 EXISTING PUMP BUILDING, PUMP VAULT AND VALVE VAULT REMOVAL LS 1.000 $ 190,000.00 $ 190,000.00 (180,000.00) $ 10,000.00 $ 10,000.00 (190,000.00) $ 200,000.00 $ 200,000.00 $ 50,000.00 $ 50,000.00 $ 143,204.00 $ 143,204.00 5 IMPORT FILL FOR LIFT STATION SITE CY 250.000 $ 60.00 $ 15,000.00 (10,000.00) $ 20.00 $ 5,000.00 (6,250.00) $ 45.00 $ 11,250.00 $ 25.00 $ 6,250.00 $ 37.45 $ 9,362.50 6 IMPORT FILL FOR TRENCH REMOVALS CY 1500.000 $ 60.00 $ 90,000.00 (60,000.00) $ 20.00 $ 30,000.00 (22,500.00) $ 35.00 $ 52,500.00 $ 15.00 $ 22,500.00 $ 29.50 $ 44,250.00 7 IMPORT TOPSOIL CY 2420.000 $ 35.00 $ 84,700.00 (36,300.00) $ 20.00 $ 48,400.00 (48,400.00) $ 40.00 $ 96,800.00 $ 25.00 $ 60,500.00 $ 32.10 $ 77,682.00 8 LIFT STATION WET WELL AND VALVE VAULT LS 1.000 $ 1,100,000.00 $ 1,100,000.00 200,000.00 $ 1,300,000.00 $ 1,300,000.00 (450,000.00) $ 1,750,000.00 $ 1,750,000.00 $ 1,900,000.00 $ 1,900,000.00 $ 1,485,300.00 $ 1,485,300.00 9 ELECTRICAL EQUIPMENT BUILDING LS 1.000 $ 550,000.00 $ 550,000.00 (250,000.00) $ 300,000.00 $ 300,000.00 (100,000.00) $ 400,000.00 $ 400,000.00 $ 400,000.00 $ 400,000.00 $ 359,300.00 $ 359,300.00 10 SITE ELECTRICAL LS 1.000 $ 350,000.00 $ 350,000.00 (150,000.00) $ 200,000.00 $ 200,000.00 80,000.00 $ 120,000.00 $ 120,000.00 $ 225,000.00 $ 225,000.00 $ 104,300.00 $ 104,300.00 11 METERING MANHOLE LS 1.000 $ 80,000.00 $ 80,000.00 (40,000.00) $ 40,000.00 $ 40,000.00 (20,000.00) $ 60,000.00 $ 60,000.00 $ 100,000.00 $ 100,000.00 $ 43,800.00 $ 43,800.00 12 AIR RELEASE MANHOLE AT TITUS LIFT STATION EA 1.000 $ 50,000.00 $ 50,000.00 30,000.00 $ 80,000.00 $ 80,000.00 5,000.00 $ 75,000.00 $ 75,000.00 $ 175,000.00 $ 175,000.00 $ 53,800.00 $ 53,800.00 13 AIR RELEASE MANHOLE EA 5.000 $ 18,000.00 $ 90,000.00 (30,000.00) $ 12,000.00 $ 60,000.00 (30,000.00) $ 18,000.00 $ 90,000.00 $ 50,000.00 $ 250,000.00 $ 15,500.00 $ 77,500.00 14 48" MANHOLE EA 2.000 $ 12,000.00 $ 24,000.00 6,000.00 $ 15,000.00 $ 30,000.00 (14,000.00) $ 22,000.00 $ 44,000.00 $ 60,000.00 $ 120,000.00 $ 10,500.00 $ 21,000.00 15 STAND-BY GENERATOR - TITUS LS 1.000 $ 380,000.00 $ 380,000.00 (180,000.00) $ 200,000.00 $ 200,000.00 0.00 $ 200,000.00 $ 200,000.00 $ 200,000.00 $ 200,000.00 $ 158,500.00 $ 158,500.00 16 ITEM INTENTIONALLY OMITTED --- - - - - - - - - - - 17 UNCLASSIFIED MATERIAL (REMOVAL OF RAPPABLE ROCK) CY 500.000 $ 40.00 $ 20,000.00 0.00 $ 40.00 $ 20,000.00 (5,000.00) $ 50.00 $ 25,000.00 $ 75.00 $ 37,500.00 $ 71.80 $ 35,900.00 18 ROCK EXCAVATION CY 500.000 $ 50.00 $ 25,000.00 10,000.00 $ 70.00 $ 35,000.00 5,000.00 $ 60.00 $ 30,000.00 $ 150.00 $ 75,000.00 $ 89.75 $ 44,875.00 19 FOUNDATION ROCK TON 150.000 $ 100.00 $ 15,000.00 (9,000.00) $ 40.00 $ 6,000.00 (4,500.00) $ 70.00 $ 10,500.00 $ 75.00 $ 11,250.00 $ 33.95 $ 5,092.50 20 TRENCH COMPACTION TESTING LS 1.000 $ 30,000.00 $ 30,000.00 (16,000.00) $ 14,000.00 $ 14,000.00 2,000.00 $ 12,000.00 $ 12,000.00 $ 20,000.00 $ 20,000.00 $ 14,300.00 $ 14,300.00 21 ABANDON AND PLUG 12" SANITARY SEWER LF 290.000 $ 45.00 $ 13,050.00 (5,510.00) $ 26.00 $ 7,540.00 (14,210.00) $ 75.00 $ 21,750.00 $ 30.00 $ 8,700.00 $ 18.79 $ 5,449.10 22 SANITARY SEWER FORCE MAIN TESTING LS 1.000 $ 25,500.00 $ 25,500.00 (15,500.00) $ 10,000.00 $ 10,000.00 (23,000.00) $ 33,000.00 $ 33,000.00 $ 60,000.00 $ 60,000.00 $ 50,000.00 $ 50,000.00 23 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LS 1.000 $ 7,500.00 $ 7,500.00 2,500.00 $ 10,000.00 $ 10,000.00 7,500.00 $ 2,500.00 $ 2,500.00 $ 5,000.00 $ 5,000.00 $ 50,000.00 $ 50,000.00 24 18" SANITARY SEWER GRAVITY MAIN - OPEN CUT LF 232.800 $ 200.00 $ 46,560.00 0.00 $ 200.00 $ 46,560.00 (419,040.00) $ 2,000.00 $ 465,600.00 $ 750.00 $ 174,600.00 $ 173.89 $ 40,481.59 25 12" SANITARY SEWER FORCE MAIN - DIRECTIONAL DRILLING LF 7340.800 $ 285.00 $ 2,092,128.00 (1,321,344.00) $ 105.00 $ 770,784.00 (146,816.00) $ 125.00 $ 917,600.00 $ 150.00 $ 1,101,120.00 $ 249.53 $ 1,831,749.82 26 ITEM INTENTIONALLY OMITTED --- --- - - - - - - - - - - 27 12" SANITARY SEWER FORCE MAIN - OPEN CUT LF 653.600 $ 150.00 $ 98,040.00 (38,562.40) $ 91.00 $ 59,477.60 (67,974.40) $ 195.00 $ 127,452.00 $ 170.00 $ 111,112.00 $ 129.88 $ 84,889.57 28 8" SANITARY SEWER GRAVITY MAIN, DUCTILE IRON - OPEN CUT LF 55.000 $ 110.00 $ 6,050.00 3,575.00 $ 175.00 $ 9,625.00 (2,475.00) $ 220.00 $ 12,100.00 $ 300.00 $ 16,500.00 $ 217.03 $ 11,936.65 29 4-INCH STEEL CASING PIPE WITH 2-INCH PVC COMMUNICATION CONDUIT LF 322.700 $ 180.00 $ 58,086.00 (22,589.00) $ 110.00 $ 35,497.00 (80,675.00) $ 360.00 $ 116,172.00 $ 500.00 $ 161,350.00 $ 308.41 $ 99,523.91 30 24" STEEL CASING WITH 12" SANITARY SEWER FORCE MAIN LF 392.900 $ 1,000.00 $ 392,900.00 (86,438.00) $ 780.00 $ 306,462.00 (133,586.00) $ 1,120.00 $ 440,048.00 $ 760.00 $ 298,604.00 $ 3,923.87 $ 1,541,688.52 31 FORCE MAIN FITTINGS LBS 3875.000 $ 18.00 $ 69,750.00 (27,125.00) $ 11.00 $ 42,625.00 11,625.00 $ 8.00 $ 31,000.00 $ 10.00 $ 38,750.00 $ 6.85 $ 26,543.75 32 CONNECTION TO EXISTING SANITARY MANHOLE EA 2.000 $ 10,000.00 $ 20,000.00 (12,000.00) $ 4,000.00 $ 8,000.00 (60,000.00) $ 34,000.00 $ 68,000.00 $ 12,500.00 $ 25,000.00 $ 16,220.00 $ 32,440.00 33 WATER SERVICE, TRENCHED, COPPER, 1-INCH, INTEGRAL RESTRAINED JOINTS LF 95.000 $ 65.00 $ 6,175.00 380.00 $ 69.00 $ 6,555.00 (2,945.00) $ 100.00 $ 9,500.00 $ 175.00 $ 16,625.00 $ 119.93 $ 11,393.35 34 6" PCC PAVEMENT SY 715.600 $ 110.00 $ 78,716.00 (20,036.80) $ 82.00 $ 58,679.20 (9,302.80) $ 95.00 $ 67,982.00 $ 80.00 $ 57,248.00 $ 85.75 $ 61,362.70 35 GRAVEL SURFACING SY 125.100 $ 35.00 $ 4,378.50 (1,876.50) $ 20.00 $ 2,502.00 (1,251.00) $ 30.00 $ 3,753.00 $ 15.00 $ 1,876.50 $ 23.74 $ 2,969.87 36 CRUSHED STONE - CLASS "A" SY 715.600 $ 35.00 $ 25,046.00 (17,890.00) $ 10.00 $ 7,156.00 (7,156.00) $ 20.00 $ 14,312.00 $ 12.50 $ 8,945.00 $ 14.90 $ 10,662.44 37 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 1 SEED MIX ACRE 1.900 $ 6,000.00 $ 11,400.00 (3,800.00) $ 4,000.00 $ 7,600.00 (2,850.00) $ 5,500.00 $ 10,450.00 $ 5,000.00 $ 9,500.00 $ 4,300.00 $ 8,170.00 38 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 2 SEED MIX ACRE 1.900 $ 4,500.00 $ 8,550.00 (1,900.00) $ 3,500.00 $ 6,650.00 (2,850.00) $ 5,000.00 $ 9,500.00 $ 4,000.00 $ 7,600.00 $ 3,800.00 $ 7,220.00 39 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 4 SEED MIX ACRE 1.100 $ 3,500.00 $ 3,850.00 (1,100.00) $ 2,500.00 $ 2,750.00 (1,100.00) $ 3,500.00 $ 3,850.00 $ 3,000.00 $ 3,300.00 $ 2,700.00 $ 2,970.00 40 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING - TYPE 5 SEED MIX ACRE 1.100 $ 3,500.00 $ 3,850.00 (1,100.00) $ 2,500.00 $ 2,750.00 (1,100.00) $ 3,500.00 $ 3,850.00 $ 3,000.00 $ 3,300.00 $ 2,700.00 $ 2,970.00 41 SILT FENCE LF 2900.000 $ 3.25 $ 9,425.00 (2,175.00) $ 2.50 $ 7,250.00 (1,450.00) $ 3.00 $ 8,700.00 $ 3.00 $ 8,700.00 $ 2.25 $ 6,525.00 42 SWPPP REQUIREMENTS LS 1.000 $ 13,000.00 $ 13,000.00 (10,300.00) $ 2,700.00 $ 2,700.00 (800.00) $ 3,500.00 $ 3,500.00 $ 5,000.00 $ 5,000.00 $ 2,700.00 $ 2,700.00 43 6' CHAIN -LINK FENCE LF 360.300 $ 70.00 $ 25,221.00 (11,529.60) $ 38.00 $ 13,691.40 (7,926.60) $ 60.00 $ 21,618.00 $ 50.00 $ 18,015.00 $ 38.00 $ 13,691.40 44 16' CHAIN -LINK GATE EA 2.000 $ 4,000.00 $ 8,000.00 (5,400.00) $ 1,300.00 $ 2,600.00 (2,400.00) $ 2,500.00 $ 5,000.00 $ 1,750.00 $ 3,500.00 $ 1,300.00 $ 2,600.00 45 FORCE MAIN WARNING SIGN EA 5.000 $ 150.00 $ 300.00 2,200.00 $ 500.00 $ 2,500.00 1,700.00 $ 160.00 $ 800.00 $ 500.00 $ 2,500.00 $ 500.00 $ 2,500.00 -IF r BASE BID TOTAL $ 6,531,175.50 (2,413,821.30)1 $ 4,117,354.20 (2,066,732.80)1 $ 6,184,087.00 I $ 6,584,845.50 I $ 7,279,728.68 1 1 Mathematical Mistake made by the Contractor on their Bid Proposal Page 59 of 236 P.O. Box 256 Amapa, IA 52203 bm Official Bid FY 2024 Titus Lift Station and Force Main City Clerk City Hall 715 Mulberry St Waterloo, IA 50703 Page 60 of 236 P.O. Box256 Amana, IA 52203 WRH, Inc. r Bid Security FY 2024 Titus Lift Station and Force Main City Clerk City Hall 715 Muiberry5t Waterloo, IA 50703 • Page 61 of 236 FORM OF BID OR PROPOSAL ADDENDUM NO. 2 - 12107/2023 FY 2024 TITUS LIFT STATION AND FORCE MAIN CONTRACT NO. 975 CITY OF WATERLOO, IOWA Honorable Mayor and City Council Waterloo, Iowa Gentlemen: 1. The undersigned, being a corporation existing ender the laws of the State of a Partnership consisting of the following partners; having familiarized (himself) themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by AECOM now on fIe in the office of the City Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete the TITUS LIFT STATION AND FORCE MAIN, CONTRACT NO. 975, all in accordance with the above -listed documents and for the unit prices for work in place for the following items and quantities: Iowa FY 2024 TITUS LIFT STATION AND FORCE MAIN CONTRACT NO. 975 Item No. SUDAS - - - Measurement Payment Description - Unit Estimated � * Quantities Unit Bid Price , Total Bid Price - -- BASE BID 1 11020-A MOBILIZATION LS I.0 de ova"' 2 0 1A TRAFFIC CONTROL LS 1.0 0 2010-C LEAF IH AND GRUBBING LS 1.CI e1'• $ g.‘45'00. 1- EXISTING PUMP BUILDINrPUMPVAULTAHD4 VALVE VAULT REMOVAL L ' .° . $2a2 5 3010-B IMPORT FILL FOR L1FT STATION SITE CY 250.0 6 3010-B IMPORT I T FILL FOR TRENCH REMOVALS VAL Y 1,500.0 , , . coe 7 2010-D-3 IMPORT TOPSOIL CY 2,420.0 $ qc,„ c'z St/ roc). 8 ' AS PER PLANS LIFT STATION WET WELL AND VALVE VAULT LS 1.0 Sie$1# 9 AS PER PLANS ELECTRICAL EQUIPMENT BUILDING • LS 1,0$1.&19‘,00. oco 10 AS PER PLANS SITE ELECTRICAL LS 1.0 ig S taai,,r,„t 11 AS PER PLANS METERING N MANHOLE LSa 12 4010-G AIR RELEASE MANHOLE At TITUSLEFT TATIJ , EA 1.0 00 13 4010-G AIR RELEASE MANHOLE LE EA •ocioln 14 1 6010-A 48" MANHOLE EA 2.0 $ 2.1tiock.)°4 $ 4./Vroct:r 15 AS PER PLANS STAND-BY GENERATOR - TITUS LS I .0 Oat.; ercie..04' $ 4::t.c.,'-' 1 ---r ITEM INTENTIONALLY M ITTE -4, --- --- 17 3010-B UNCLASSIFIED MATERIAL (REMOVAL OF �P PAB LE CY 00.0 1/4o. ca._ $.1)..ccoacc 18 3010-B ROCK EXCAVATION CV 500.0 0.6„y 19 3010-CFOUNDATION ROCK TON 150.0 , ri-c-° $ las-007. FORM M FBID- AddendumNo. AECOM #60590223 CONTRACT N. 975 FB-1 of FY 0 4 TITUS LIFT STATION AND FORCE MAIN Page 62 of 236 20 3010-F TRENCH COMPACTION TESTING LS 1,0 21 4010-L ABANDON AND PLUG 1 " SANITARY SEWER LF 290.0 $ -76-: r---'1 $5:4 4:::•, 22 40 SANITARY E1'ER FORCE MAIN TESTING LS 1.0 $33, ,,,:Miln- Ea - 1 23 4060 CLEANING, SANITARY INSPECTION SEWER GRAVITYMAINS. AND TESTING OF LS ,,,P-aci 24 4010-A-1 18" Cl SANITARY T SEWER GRAVITY MAIN - OPEN LF 2328 . $., no„.6,6.v S=c) - -- 1 DIRE " SANITARY TI ON SEWER DRILLING FORCE MAIN-25 LF 78 . $ 4F/ 26 --- ITEM INTENTIONALLY OMITTE IJ --- --- ___� 27 4010-A-1 1 " UT SANITARY SEWER FORCE MAIN - OPEN LF 653.E$/,9:57S/27 28 4010-A-1 IRON "` SANITARY - OPEN SEWER CLOTS/27 GRAVITY MAIN, DUCTILE LF 550 $ 1 o_i . 1 Si if i ...,4,1 o 4-INCH COMMUNICATION STEEL CASING CONDUIT PIPE WITH 2-1 NCH PVC 322.7 $360 4--a -30 - 241' SEWER STEELCASING FORCE MAIN WITH 1 " AI ITAF LF$I,'Iof •,vs..: 1 5010-C-2 FORCE MAIN FITTINGS LBS 3r875.0 $ y c'4--vi--' $3,(,,„70.e.: Nv6,-.s„..). 0 c ' 32 - -`1 CONNECTION MANHOLE E TOEXISTING ANITA1 EA 2.0 $3,,e6 ecamo, 33 1 - E- WATER INCH a INTEGRAL E I I E, F TREi E TRAI HED, IED COPPER, J INT 1- LF /00 . g 4 7010-A - - - "" PCCPAVEMENT T SY 1 . � 1$(302: 35 7030 GRAVEL SURFACING SY 125.1 Sao,76,-2,2- 367030 CRUSHED STONE - CLASS "A„ SY 715.6 37 01 -B SEEDING, HYDRAULIC FERTILIZING SEEDING - AND TYPE MULCHING I SEED MIX FOR AC 1.9 0i iiseyto 38 - SEEDING, HYDRAULIC FERTILIZING SEEDING - AND TYPE MULCHING SEED MIX FOR AC 19 .co $ 0 5; $ qsoy SEEDING, HYDRAULIC FEF SEEDING TILI IN - AID TYPE I U 4 L SEED H1N MIX FOR AC 1.1 $ 7., co .0 $ 3FIH-0 40 010- SEEDING, HYDRAULIC HD FERTILIZING I � AND TYPESEED MUL HI1 MIX FOR AC �.�$Jr'��� 41 9040-N-1 SILT FENCE LF 2,900.0 r 1 42 4 SWPPP REQUIREMENTSL 1,$3,5005 y 43 0 0-A 6' HA1 J-LI J FENCE LF 0.Z/,6/: 1 44 9060-B 1 ' CHAIN -LINK GATE EA ,0 " 1 45 AS PER PLANS FORCE MAIN WARNINGSIGN EA .0 $14041 SIEF00 'L' PROJECT TOTAL —$ - .$4/C1 Of v Co 0 2 It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 3. n submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. If written notice of the acceptance of this did is mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed farm and furnish the required bond and certificate of the insurance within ten {10} days after the agreement is presented to him for signature, and start work within ten (10) days after "Notice to Proceed" is issued. FORM OF BID - Addendum No. 2 CONTRACT NO. 975 AECOM #60590223 FB-2 of FY 2024 TITUS LIFT STATION AND FORCE MAIN i Page 63 of 236 0 4. Security in the sum of 5 � Dollars ($ ) in the form of Bid Bond , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. k5. Attached hereto is a Non -Collusion Affidavit of Prime Contractor. 5. Attached hereto is a Bidder Status Form indicaUng Resident Bidder Certfication { x or NcnResident Bidder Certification ( ). (Mark one.} 7. The bidder is prepared to submit a financial and experience statement upon request. 8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $1OOOO.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification That the bid submitted is lowest and acceptable. 9. The bidder has received the following Addendum or Addenda: 1 Addendum No. Date 11/28/23 2 12/7/23 10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre -bid Contact 1nformaton Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a fist of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non -Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on ISUBCONTRACTOR REQUEST AND APPROVAL" Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: I) The City of Waterloo does not approve the subcontractors. 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 12. The bidder has attached all applicable forms. 13. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior to the award of a contract due to budgetary limitations. WRH, Inc. BY: (Narne of Bidder) Bruce Marsh 171A/4"---N' Title 12/14/2023 (Date) Vice Presdent Official Address: (Including Zip Code): PO Box 256, Amana, IA 52203 I.R.S. No. 421012899 FORM OF BID — Addendum No. 2 CONTRACT NO. 975 AEC OIL #60590223 FB-3 of FY 4 TITUS LIFT STATION AND FORCE MAIN Page 64 of 236 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: I!1 �7 Yes No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). Yes ❑ No My company has an office to transact business in Iowa. ri Yes II No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. El x To be completed by resident bidders Part B My company has maintained offices in lowa during the past 3 years at the following addresses: Dates: 1 / 1 j 2000 to ,current, j j Address: 1648 T Ave City, State, Zip: South Amana, IA 52334 Dates: _ _/ / to . ./ / Address: City, State, Zip: Dates: / _ / to / / Address: You may attach additional shooks) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor force preferences or any other type of preference to bidders or laborers? 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. Yes I I No You may attach additional sheef(s} if needed. To be completed by all bidders Part D 1 certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: WRH Signature: Date: 12/14/23 You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This forni has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) Page 65 of 236 Worksheets Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form, If at least one of the fallowing describes your business, you are authorized to transact business in Iowa. x x Yes U No My business is currently registered as a contractor with the Iowa Division of Labor. Yes x No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. Yes x No My business is a general partnership or joint venture. More than 50 percent of the general Yes ■ No partners or joint venture parties are residents of Iowa for Iowa income tax purposes. My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. Yes x No My business is a corporation whose articles of incorporation are filed in a state other than fovea, the corporation has received a certificate of authority from the lowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. Yes x No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. Yes x No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. Yes x No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. Ves No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. Yes x No My business is a limited Liability company whose certificate of organization is filed in owa and has Yes x No not filed a statement of termination. My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. -6001 (09-1 BSF-2 Page 66 of 236 Prime Contractor Name: MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM WRH, Inc. Project: Titus Lift Station Letting Date: 12/14/23 NO MBEIWBE SUBCONTRACTORS: If you are NOT using any M.BE/WBE subcontractors to complete this project, sign below. Attach a brief explanation as to why subcontracting was not feasible with this project. if any MBEIWBE subcontractors will be used, please use the bottom portion of this form. Contractor Sigriature: Title: Vice President Date: 12/14/23 SUBCONTRACTORS APPLICABLE: You are required, in order for your did to be considered responsive, to provde the informator on this form showing ALL of your MBEIWBE subcontractor contacts made for your bid submission. This information is subject to verification. Any questions should be directed to Contract Compliance Office 319291-4429. You are required; in order for your bid to be considered responsive, to provide the information an this Form showing your MBEIWBE Business Enterprise contacts made prior to your bid submission. This information is subject to verifications and confirmation. If you are unable to identify MBEIWBE firms to perform portions of the work, please contact Rudy .!ones, Contract Compliance Officer, for assistance at (319) 291-4429. In the event it is determined that the MBE/WBE Business Enterprise goals are not met, then before awarding the contract the City of Waterloo will make a determination as to whether or not the apparent successful law bidder made good faith efforts to meet the goals_ TABLE OF INFORMATION SHOWING BIDDER'S PRE -BID MBE/WBE BUSINESS ENTERPRISE CONTACTS Quotes Received Quotation used in bid Subcontractors MBEIWBE Contacted Dates Yes/No Contacted Dates YeslNo Dollar Amount he Subcontracted Proposed to AG Construction 11130123 No EB and Flow Erosion Control 1 'I13a123 Na BonneTs Barricades 11130/23 No Collins ,_ Concrete 11/30/23 No (Form CCO-4) Rev. 06-20-02 MBENVBE PARTICIPATION AECOM #605493334 CONTRACT NO. 1371 M-6 of FY 0 SANITARY R SEWER G TEWELL REPARS PHASE II Page 67 of 236 Prime Contractor Name: MBEIWBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM WRH. Inc. Project: Titus Lift Station Letting Date: 12/14/23 NO MBEIWBE SUBCONTRACTORS: If you are NOT using any MBE/WBE subcontractor's to complete this project, sign below. Attach a brief explanation as to why subcontracting was not feasibLe with this project. ]f any MBEIWBE subcontractors will be used, please use the bottom portion of this form. Contractor Signature: Title: Vice President Date: 12/14123 SUBCONTRACTORS APPLICABLE: You are required, in order for your bid to be considered responsive, to provide the inforrnaton on this form showing ALA of your MBE/WBE subcontractor contacts made for your bid submission. This information is subject to verification. Any qLlestiofls should be directed to Contract Compliance Office 319-291-4429. You are required, in order for your did to be considered responsible, to provide the information on this Form showing your MBEJWBE Business Enterprise contacts made prior to your bid submission. This information is subject to verifications and confirmation. If you are unable to identify MBEIWBE firms to perform portions of the work, please contact Rudy Jones, Contract Compliance officer, for assistance at (319) 291-4429. In the event it is determined that the IV[BEIWgE Business Enterprise goals are not met, then before awarding the contract the City of V1laterlao wigl make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. TABLE OF INFORMATION SHOWING BIDDER'S PRE -BID MBEIWBE BUSINESS ENTERPRISE CONTACTS Quotes Received Quotation used in bid 5ubcontractors Crowley MBEIWBE Construction Company I Contacted 1 '[ 1130123 Dates Yes/No No Contacted Dates YesfNo Dollar Amount be Subcontracted Proposed to Leader Construction Company j 11/30/23 Na Taylor Construction 11130123 No DEL Construction 11/30/23 No (Form CCO-4) Rev. 06-20-02 M BEAN E PARTICIPATION AECOM 0 4 CONTRACT NO. 1071 IVI-6 of FY 0 SANITARY SEWER GATEWELL REPAIRS PHASE II Page 68 of 236 Transmittal Name iScgFt Standard ITB -InvitetoBid i5gi t Standard ITB - InvitetoBid Date Sent 11/30/2023 r. Z:12 nt To Richard Com f an Name 3 Seasons Maintenance Landscape iSgFt Standard ITB - lnvitetoBid iSq Ft Standard ITB - i nvitetoBid i5q Ft Standard ITB - InvitetoBid 11/30/2023 1212 1.1/30/2023 12:12 11/30/2023 12:12 11/30/2023 12:, SgFt Standard 1TB - InvitetoBid 11/30/2023 12:12 ISgFt Standard ITB - rn1, itctoBid 11/30/2023 12:12 iSciFt Standard 1TB - InvitetoBid 11/30/2023 12:12 iSgFt Standard ITB - ]nvitetoBid ISq Ft Sta rtdard 1TB - I nv tetoBid iS0Ft Standard ITB - InvitetoBid iSgFt Standard ITB - ]nvitetoBid iSgFt Standard ITB-1nvitctoBid iScrFt Standard ITB -1 nviteto3id 11/30/2023 12;12 11/30/ 0 12:12 11/30/2023 12:12 11/30/2023 12:12 11/30/2023 12:12 11/30/2023 12:12 iSgFt Standard ITS-1rivitetoBid 11/30/2023 12:12 Me1issa Mu.P.-rkopf Alfredo &Ever [ eIissa Threl ACCESS CONTROL CO . [NC AG Cons 4ruotion Minority and Disadvantaged Affiliations Email FIA - Iowa DOT DBE ,MN - MUCP ' DBE, N MCP - M B E richerichEDE ;rna i].com Jasmine Sonmor Justin Breese Kathy Boys Shane Ha kJ n ISq Ft Standard ITB -1 nvitetaBid 11/30/2023 1_:12 Be:. : Crowley Sally EbIIng Kevin Ragan Gustavo Villarreal Tom Busty Rev Borosh American: Construction Supplies, ] nc. Aura Fabricators Inc, Bonnie's Barricades Bo s Water Products 1L - Illinois DOT DBE,CA - Iowa DOT - OBE IA - Iowa DOT - DBE NC - North Carolina DOT - DBE ,NC - North Carolina DOT - WSE,TN - Tennessee DOT - OBE,CO - Colorado DOT / Colorado UCP - DBE, LA - Louisiana DOTD - DBE MO - Missouri DOT - D SEND - North Dakota DOT - DBE ,SD - South Dakota DOT - DBE , I - Wayne County - DBE+WI - Wisconsin DOT - DBE,FL - Florida DOT DBE,TX - TOOT - DBEZM] - Michigan DOT - DBE, - South Carolina DOT -DBE ,T - City of Autin - DBE,IL - Illinois DOT - DBE,CA - Ceorzia DOT / Georgia State LJCP,]A - Iowa DOT - DBE ,AL- DOT / UCP - ALUCP,CO - City and County of Denver - DBE f Colorado UCP - DBE, - Kentucky Transportation Cabinet - DBE,R1- State of Rhode Island - D BE,KV - Kentucky Transportation Cabinet - SBE,NC- North Carolina DOT- DBE,T -Teat. LDrpartrnent of Transportation - DBE,T-TUCP - DBE,AL - ALDOT - DBE,NC - UCP - DBE,FL - VTA - DBE ,MI - Detroit DOT - DBE ,TX - SCTRCA - DBE,GA - G DOT- D!E,PA - Pennsylvania UCP - DBE, MS - Mississippi DOT - DBE!LA - Louis Armstrong New Orleans International Airport - DBE I - State of Wisconsin - WBE MN - UCP - DBE, N- Mrvin- Econormicall r D isadwrantaged., N- ?AMID - Tarzeted Groups,lv1N - IVIMD - Veterans1SD - South Dakota DOT - DBE ,ND - North Dakota DOT -DBE ,1A - IC ve DOT - DBE DWI -Wisconsin DOT - DBEFR1 - 5tatn of Rhode Island - DBE,F-EL - Hawaii DOT - DBE,W1 - State of Wi5Cofsin rvil BE,WI -State of Wisconsin - WBE,MN ` MUCP -- BEXHI - Hawaii DOT- SBE IA - Iowa DOT - DBE ,FA - State of Iowa -TSB N - M UCP - DBENIN -1 ML - Voters ns,MN - CERT Procra m - SBE,M N - CERT ProEre rr1 - WBE SD - South Dakota DOT- DBE ,ND - North Dakota DOT - DBE ,IA Iowa DOT - DBE RI - State of Rhode Island - DBE, 1N-1MIUCP » BE Collins Concrete Crowley Construction Corporation EB & Flow Custom Erosion Control Ind ustrial fence matt Ja pp Robert Leader lows Landscape Supp]v Iowa Plains Signinit inc. J-Tec Metal Products Jar pp Brothers Grading acccontrolco@aol.com agconstr fiction 3 yahoo,corri arnericz nconstructionzuppIi @J rr13ll.con-1 sonmor aurafalaricator .corn barricades rietzero,com ka thv boyswa to rp rod ucts. co rn Federal -S -a - Section S - a Certif edA - I II inais DOT - DBE,GA - corzia DOT/ Georgia State UCP,1A - Iowa DOT - DBE GA - GDOT- DBE WI - City of MMladit,on- DOT- DBE,]A- logo DOT- DBE ,1- Wic:conc.in DOT - DBE,M N - MUCP - DBE, G -State of Wisconsin - WBE, 1 - City of Madison - DBE,MN - MUCP - BErSD -South Dakota DOT- DBE MO -Missouri DOT - DBEEIA - ]awa DOT - DBE ,MO -State of 1ri I,sour+i - WBE IL - State of Illinois- OSB ]A - Iowa DOT - DBE ,IA -State of low -TSB shaneh@collinsconcrete.net bcrowley wi,rr.corn sir 9 71 nemr.net keYin,ra ;an ifi-Rroup.corn rocksvillarrea1@aol.com Wl - Wyoming DOT - DBE CO - Colorado DOT/ CoIorac o IJCR - DBE CA - Los Angeles County Metropolitan Transportation Authority - D BE,T - NCTRCA - DBE, 1 - Milwaukee County- DBE,NY - NYSDOT - DBE ,CT - CTDOT - DBE.PA}(- AKDOT - DBE,I1. - Illinois DOT - DBE,IA - Iowa DOT - DBE ,NC - North Carolina DOT - DBE „PA - Pennsylvania UCP - DBE,MI - Detroit DOT - DBE ,MA State of Massachusetts - MBE,AZ - Arizona DOT - DBE,OH - Ohio DOT - D BE,NC - North Carolina DOT - MBE,C Y - Kentucky Transportation Cabinet - DBE KY - Kentucky Transportiatian Cabinet - SBE,T - SCTRCA - DB T-TxDOT{ DBE,T - City of Austin - DBE,GA - Georgia DOT/ Georgia State UCP,UT- DOT/UCP - DBE,W1- City of Madison - DBE,PA - Pennsylvania DOT - SBE,FL -City of St. Petersburc - SBE,I L - BEP - r IBE,NY/NJ - Port Authority of New York and New Jersey - DBE,NY- Niagara Frontier Transportation Authority - DBE - Wayne County - IJBE,MA -State of Massachusetts - DBE,NC - North Carolina DOT - DBE,CA - CUCP, METRO/LA, County MTA - DB.E,OH - Ohio Unified Certification P roC ra m - DBE,NC - UCP - D B E,AZ - Arizona DOT - ACD BE, I A - M assec h users Department of Tran por Cation - MBE,NC - UCP - M BEIAZ - Arizona DOT - S ,VA - DSSSD - DBE,CA - CAI OT - DBE,CA - CADCT - DBE,MA - City of Boston - SLBEjMWBE,MD - Maryland DOT - DBE.MD - Maryland DOT- DBE,IN - Ir~di :r10 DOT - DBE,CA - Port of Lon Beach -DBE tbusta@iowaplains.com sa:es j-tecmeta I,Com NE -City of Omaha - Tier 2 ESB, IA -Iowa DOT- DBE ja ppbros a bnebraska.corn Leader Construction Company IA - Iowa DOT- DBE leads rconstructiori rmail.com Page 69 of 236 iSr Ft Standard ITS - I nvitctoBid GSgrFt Standard [TB - I nvitetoBid 11130/20 12:12 1 1 U/30120 2312:12 iSQ Ft Standard [TB - I nv itcto B id 11/30/20 12:12 :1 Jenny In ,Ieduc Richard Brown Krista Taylor GEL Construction Parkfnr, Lot Specialties Taylor Construction 1A - State of Iowa - TSB 1A - Iowa DOT -. DBE 1A-Iowa DOT - DBE, IN -MU P-DBE 1A - Iowa DOT - DBE ,Federal- WOSB - Women -Owned Small Businels jenny@oeFcon5tructit n.com rb rown p l s hotma [Loom ktavIor tayLorcon.5tr.torr, Page 70 of 236 Attachment 1 SRF Required Franc -End Specifications (This forrn must he completed and signed by Prime Contractor and submitted with the bid) U.S. Environments! Protection Agency Certification of Non -Segregated Facilities (Appllcable to contracts, subcontracts, and agreements with applicants who are themselves perforining federally assisted construction contracts, exceeding $1O, 000 which are not exempt from the prOViSiOnS of the Equa/ Opportunity clause.) By the submission of this bid, the bidder, offeror, applicant, or subcontractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. He certifies further that he will not maintain or provide for his employees any segregated faciities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The bidder, offeror, applicant, or subcontractor agrees that a breach of this certification is a violation of the Equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provded for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national original, because of habit, local custom, or otherwise. He further agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods} he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $1O,000 which are not exempt from the provisions of the Equal opportunity clause; that he will retain such certifications in his files; and that he will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical certifications for specific time periods}: NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFICATIONS OF NON -SEGREGATED FACILITIES A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (33 F.R. 7808, May 28, 1968) on Elimination of Segregated Facilities, by the Secretary of Labor, must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. The certification may be submitted either for each subcontract or for all subcontracts during a period i.e., quarterly, semiannually, or annually). 12/14/23 Signature Date Bruce Marsh, Vice President Name and Title of Signer (Please Type) NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. EPA-7 572O-42 SRF-2 January 2021 Page 71 of 236 Attachment 2 SRF required Front -End Specifications (This forrn must be completed and signed by the Primo Contractor and submitted with the bid) Debarments and Suspensions Any bidder or equipment supplier whose firm or affiliate is listed in on the U.S. General Services Administration Excluded Parties List will be prohibited from the bidding process. the excluded parties records search engine is located at the System for Award Management (SAM) website: https://wwwsam.qov/SAM/. Pursuant to 2 CFR Part 180, as supplemented by 2 CFR 1532, any entity submitting a bid while the SAM website lists that entity as having an active exclusion will be determined by the DNR to be a non -responsive bidder and will not be able to receive SRF funding. United States Environmental Protection Agency Washington, DC 20460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifies to the best of its knowledge and belief that it and the principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction: violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted or otherwise criminally or civilly charged by a government entity (Federal, State, or loco!) with commission of any of the offenses enumerated in paragraph (1) (b) of this certification; and (d) have not within athree--year period preceding this applicationlproposal had one or more public transactions (Federal, State, or IocaI) terminated for cause or default. I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 U SC Sec. 10 01, a false statement may result in a fine of up to $1O,000 or imprisonment for up to 5 years, or both. Bruce Marsh, Vice President Typed Name & Tiof Authorized Representative 12/14/23 Signature of Jut orized Representative Date am unable to certify to the above statements. My explanation is attached. SRF-3 January 2021 Page 72 of 236 Attachrnent 3 SRF Required Front -End Specifications (This form must be completed and signed by Primc Contractor and submitted with the bid) Disadvantaged Business enterprise (DBE) Solicitation It is EPA's policy that recipients of EPA financial assistance through the State Resolving Fund programs award a "fair share" of subagreements to small, minority and women -owned businesses, collectively know as Disadvantaged Business Enterprises (DBEs). Iowa's Fair Share goals are: Minority Enterprise -Owned (MBE) Business Goal Women Enterprise -Owned 2.2% (WBE) Business Goal Constriction 17% Supplies _ 046% 56% Services 2b5% 11.3% Goods/Equipment _ 2.5% _ 1O.4% Average 1.8% 7.4% . _ Only work perforrned by certified DBEs can be counted toward the goals. in lows, DBEs must be certified through the Iowa Department of Transportation (IDOT). Information on certification requirements and a list of certified DBEs is on the IDOT website at httrs://secureiowadot.1ov/DBE/Home/Index/. Prime contractors' DBE requirements for SRF projects include: Taking affirmative steps for DBE participation • Documenting the efforts and the proposed utilization of certified DBEs PROJECT INFORMATION SRF Applicant: bidder: WRH, Inc. Address: 1648 T Ave. South Arnana,TA 52334 Contact Person: Bruce Marsh Signature: Phone Number: 319-6223816 E-Mail Address: bmarsh@wendlerinc1com Check if Prime Contractor is: ❑ Minority -Owned ❑ Women -Owned SRF-4 January 2021 Page 73 of 236 GOOD FAITH EFFORTS CHECKLIST Please complete the checklist to determine if you have complied with the requirement to make good faith efforts to ensure that certified DBEs have the opportunity to compete for procurements funded by EPA financial assistance funds. Bidders/offerors must make good faith efforts prior to submission of bids/proposals. 1. Did you ensure that DBEs are made aware of contracting opportunities to the fullest extent practicable through outreach and recruitment activities? I.x Yes ❑ No 2, Did you make information on forthcoming opportunities available to DBEs and arrange time frames for contracts and establish delivery schedules, where the requirements permit, in a way that encourages and facilitates participation by DBEs in the competitive process? This includes, whenever possible, posting solicitation for bids or proposals for a minimum of 30 calendar days before the bid or proposal closing date. x Yes ❑ No 3. Did you consider in the contracting process whether firms competing for large contracts could subcontract with DBEs? This will include dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by DBEs in the Competitive process. Fx1 Yes ■ No 4. Did you encourage contracting with a consortium of DBEs when a contract is too large for one of these firms to handle individually? x Yes U No 5. Did you use the services of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce to identify potential subcontractors? Yes it No x 6. List the potential DBE subcontractors that were contacted. only list those that are certified through the Iowa Department of Transportation. Name T how e.g. call, fax, Contacted letter, e-mail) phone Response not interested, e.g. did not competitive) not respond, Eb and Flow Erosion Control email no response DEL construction email no response Taylor Construction email no response I3onnj&s Barricades email no response AG Construction email no response Collins Concrete email no response PROPOSED UTILIZATION OF DBE SUBCONTRACTORS Please include Attachments 4 and 5 to document the proposed utilization of certified DBE subcontractors. SRF-6 January 2021 Page 74 of 236 CONTRACT ADMINISTRATION PROVISIONS Several contract provisions are required to prevent unfair practices that adversely affect DBEs. These include: 1. Prime Contractor must pay its Subcontractor for satisfactory performance no more than 30 days from the Prime Contractors receipt of payment from the SRF loan recipient. 2. Prime Contractor must notify the SRF loan recipient in writing prior to termination of a DBE subcontractor for convenience. 3. Prime Contractor must employ the six Good Faith Efforts to solicit a replacement subcontractor if a DBE subcontractor fails to complete work under a subcontract for any reason. SRF-6 January 2021 Page 75 of 236 Attachment 4 SRF Required Front -End Specifications (This form must be completed and signed by Prime and DBE Subcontractor for each subcontract and submitted with the bid) Disadvantaged Business Enterprise Program DBE Subcontractor Performance Form This form is intended to capture the DBE1 subcontractor's2 description of work to be performed and the price of the work submitted to the prime contractor. An EPA Financial Assistance Agreement recipient must require its prime contractor to have its DBE subcontractors complete this form and include all completed forms in the prime contractor's bid or proposal package. Subcontractor NIA Name Project Name Lift Station Titus Bid/Proposa No. Assistance (ifknown) Agreement ID No. 'Paint of Contact Address r No. Address Telephone Email Prime Contractor Name IssuingJFu nding Entity Contract Number Item Description of Construction, Work Submitted Services, to the Equipment Prime Contractor or Supplies Irivo1ving ! Price the of VVork Submitted Primp Contractor to DBE Certified Other: by DDT SBA Meetslexceeds YES EPA certification NO standards? Unknown lA DBE is Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which EPA accepts certification as described in 40 CFR33.204-33.205 r certified by EPA, EPA accepts certifications from entities that meet or exceed EPA certification standards as described in 40 CFR 33.202. 2Subcontractor is defined as a company, firm, joint venture, or individual who eaters into an agreement with a contractor to provide services pursuant to n EPA award of financial assistance. IASRF6100-3 DBE Subcontractor Performance Form — Page 1 SRF-7 January 2021 Page 76 of 236 IJisacJvantaged Business Enterprise Program DBE Subcontractor Performance Form I certify under penally of perjury that the forgoing statements are true and correct. Signing this form does not signify a commitment to utilize the subcontractors above. [ am aware of that in the event of a replacement of a subcontractor, I will adhere to the replacement requirements set forth in 40 CFI Part 33 Section 33.302 (c). grime Contractor Signature Title Print Name Bruce Marsh Date Vice President 12/14/23 5ubcontractor Signature Print Name Title Date IASRF6100-3 DBE Subcontractor Performance Form —Page 2 SRF-8 January 2021 Page 77 of 236 Attachment 5 SRF Required Front -End Specifications (This form must be completed and signed by Prime Contractor and submitted with the bid if utilizing DBE subcontractors) Disadvantacjecl Business Enterprise Program DBE Subcontractor Utilization Form This farm is intended to capture the grime contractor's actual artdlor intended use of identified certified DBE1 subcontractors2 and the estimated dollar amount of each subcontract. Are EPA Financia Assistance Agreement Recipient must require its prime contractors to complete this form and include it in the bid or proposal package. Prime contractors should also maintain a copy of this forrn on file. Prime WRH, Contractor Inc. Name Project Titus Name Lift Station Bid/Proposal No. Assistance Of known} Agreement ID No. Point of Contact Address1648 Ave, South Amana, Iowa 52334 T 319-6223816 Na. Erna Address brnarsh@wendIeririccom Telephone Issuing/Funding Eritity 1 If have yes, identified please complete potential the DBE table below. subcontractors if no, please explain: YES NO certified Subcontractor Narne/Cornpany Name Company Address/Phone/Ernail Estimated Amount Dollar Currently Certified? DBE 1 _ Continue on back if needed lA DBE is Disadvantaged, Minority, or Woman Business Enterprise that has been certified by n entity from which EPA accepts certification as described in 40 CFR 33.204-33.205or certified by EPA. EPA accepts certifications from entities that meet or exceed EPA certification standards as described in 40 CFR . 2Subcontractor is defined as a company, firm, joint venture, or individual who eaters into an agreement with a contractor to provide services pursuant to an EPA award of fian ial assistance. IASRF61OO4 DBE Subcontractor Utilization Form — Page 1 SRF-9 January 2021 Page 78 of 236 Disadvantaged Business enterprise Program DBE Subcontractor Utilization Form certify under penalty of perjury that the forgoing statements are true and correct. Signing this form does not signify a commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a subcontractor, I will adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c). Prime Contractor Signature Print Name BruceMarsh Title Date Vice President 12/14/23 IASRF61OO4 DBE Subcontractor Utilization Form —Page 2 SRF-1O January 2021 Page 79 of 236 Attachment 10 SRF Required Front -End Specifications (Th!s form must be completed and signed by Prime Contractor and submitted with the bid) PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT This term and condition implements 2 CFR 200.216 and is effective for obligations and expenditures of EPA financial assistance finding on or after 8/13/2020. EPA recipients and subrecipients, including borrowers under EPA fended revolving loan fund programs, are prohibited from obligating or expending loan or grant funds to. (a) Procure or obtain, extend or renew a contract to procure or obtain; (b) Enter into a contract for extend or renew a contract) to prccure; or (c) Obtain the equipment, services, or systems that use "covered telecommunications equipment or services" identified in the regulation as a substantial or essential component of any system, or as critical technology as part of any system. Certain equipment, systems, or services, including equipment, systems, or services produced or provided by entities subject to the prohibition are recorded in the System for Award Management exclusion list, website: https:llwww.sam.qov/SAMI1 (1) As described in Public Law 115-232, section 889, covered telecommunications equipment or services includes; (i) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (ii) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Cornpany, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (ili) Telecommunications or video surveillance services provided by such entities or using such equipment. (iv) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Deferise, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably beHeves to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. (2) Consistent with 2 CFR 200.471, costs incurred for telecommunications and video surveillance services or equipment such as phones, Internet, video surveillance, and cloud servers are allowable except for the following circumstances: (1) Obligating or expending SPA funds for covered telecommunications and video surveillance services or equipment or services to procure tenter into, renew or extend contracts) or obtain the equipment, services, or systems as described in 2 CFR 200E216. understand the above prohibitions and certify that the project will be in compliance with all the requirements. Bruce Marsh, Vice President Typed Name e of Authorized Representative 12/14/23 Signature of Authorized Representative Date SRF34 January 2021 Page 80 of 236 State of NON -COLLUSION AFFIDAVIT OF PRIME BIDDER owa County of Linn 1. Bruce Marsh )ss being first duly sworn, deposes and says that: He is [Owner, Partner, Officer Re.resentative or A.ent of the Bidder that has submitted the attached Bid; WRH 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4 Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or pasties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the park of the Bidder or any of its agents, representatives, owners, employees, or parties eiterest, jPcluding this affiant. (Signed) Bruce Marsh, Vice President Title Subscribed and sworn to before me this 14th day of December Jordan Richey, Notary Pubic Title My commission expires Jam, 1,0�4--/ j 1 J RD N THOMAS RICHEY1 1 Notarial Seal - Iowa I Commission Humber 832702 I My Commission Expires Jun 181 2024 www NON -COLLUSION AFFIDAVIT CONTRACT NO. 975 AECOM 0 0 • 2O_23. of FY 0 4 TITUS LIFT STATION AND FORCE MAIN Page 81 of 236 EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11248) All contractors, subcontractors, venders and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($1OOOOOO) annually agree as follows: . The contractors, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, politico! opinions, or affiliations. The contractor, subcontractor, vendor, and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Terrnination f. Rates of Pay or Other Forms of Compensation 9. Selection for Training Including Apprenticeship 2 The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said firms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor hirnself/herseLf and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigatiori to ascertain compliance with this contract and with rules and regulations of the City's Affirmative AcUori Program —Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, EQUAL OPPORTUNITY CLAUSE CONTRACT NO. 975 AECOM #60590223 E -I of FY 2024 TITUS LIFT STATION AND FORCE MAIN Page 82 of 236 subcontract or purchase order unless exempted by the rules, regulations, or orders of the City's Affirmative Action Prograrn, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. (Signed) (Appropriate Official) Bruce Marsh, Vice President (Title) 12/14/23 (Date) EQUAL PPO TU N T CLAUSE CONTRACT NO. 975 AECOM 460590223 EOC-2 of FY 2024 TITUS LIFT STATION AND FORCE MAIN Page 83 of 236 BID BOND KNEW ALL MEN BY THESE PRESENTS, that we, WRH, Inc. as Principal, and Merchants Bonding Company(Mutual) _ as Surety are held and firmly bourid unto the CITY OF WATERLOO , Iowa, hereinafter called "OWNER." In the penal sum Five Percent of the Total Amount Bid Dollars ($ 5% } lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, joinfly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the 141h day of . December 20 23 , for FY 2024 Titus Lift Station and Force Main, Contract No. 975, Waterloo, Iowa NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) if said Bid shall be accepted and the Principal shall execute and de!iver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract; and said Surety does hereby waive notice of any such extension. IN W1TNESS WHEREOF, the Principal and the Surety, have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these pres- ents to be signed by their proper officers this 7th day of December , A.D. 2Q23. Witjp 5 Witness Sara Huston BM BOND AECOM 0 0 WRH, Inc. (Seal) Principal •--14/14' By 1az Y'44 (Tit!e) Vi Bonding Company (Mutual) Surat CONTRACT NO. 975 rsvi66r, Attorney-infact (Seal) 1933 °s41?4'%. ...... i • 15, • 4.t 1 o * e • ., + • BB-1 of 1 FY 0 4 TITUS LIFT STATION AND FORCE MAIN Page 84 of 236 MERCH_AN BONDING COMPANYTit POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, dibia Merchants National Indemnity Company (in California only) (herein collectively called the "Companies') do hereby make, constitute and appoint, individually, Anne r wner; Bailey Beach; Ben Williams; Brian J es t reioh; Brian M O e i merly; Cameron M Burt; Cindy Bennett; Colby L White; Craig E Hansen; D Gregory Stills; Dione Young; Donald E Appleby; Douglas Muth} Ginger Hoke; Grace Rasmussen; Graydon Dotson; Greg Drier; Jay D F re i e rmuth; Jennifer Marino; Jessica Jean Rini; Jessie Allen; Joe Tiernan; John Cord; Joshua R Loftis; Kate and a rs; Keeton Welch; Mark DeWitt; Mark Sweigart; Mary AshleyAllen; Megan A Brown; i liohel e R GitliS; Nathan Weaver; R C Bowman; Sara Huston: Sarah C Brown; Seth D Rooker; Ted Jorgensen; Tim o ul l h; Todd Ben fo rd; W R Withrow their true and lawful ttorn )-in-Fact, to sign its name as sureties and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other wriiten instruments ent in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. „The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, aril to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, reco niz nee , contracts of indemnity and other writings obligatory in the nature thereof,, "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal where so used shall have the same force and effect as though manually fixed," In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages andfor final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 8th day of November ,2023 .•isric I4 0 NA **;..1*..*; 4: co 'vio a 0 #0 intb„, . let . pi uttl.a, 2003 .1,0 tto *1 sk 4ev %NY'''. 14 'ft.+ 4Pievegis di _a, STATE OF IOVVA **IP * sie COUNTY OF DLL ss. •• • ttG C0.4,1 •.*:0•••••ti. • . • -f * 00.• • FM. apmb • • #%°.+ 1 i 1933 •, --sir a i(% • 0 MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. dlbla MERCHANTS NATIONAL INDEMNITY COMPANY By On this 8th day of November 0 r before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING DING P N (MUTUAL) and MERCHANTS N TI N L BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the omp ni : and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. r '# tern Lei Commission Nervier 702731 14151c MyComm ,Nril14, 4 ��1JYl'1 6JL' Notary Public (Expiration of notary's commission does not invalidate this instrument) ent 1, William Warner, Jr,, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked, In fitness hereof, I have hereunto set my hand and affixed the seal of the Companies on this 7th day of December , 2023 . POA 0018 (10122) - . zE * *2003� # • a 4,444%%,ibttik* 119.N...4 * sP 0 41* • .4$10.% 41% -0, tilos # 4 • 4 11 4.#igietiope N*0 • ....1:3V°44111P 1111■M1" • 6,cAlh.R • 904/;.* * K .tilLPO .467•11.. : 443: C,;%1 .f.aak• a A 0 fft I. : • •{ 1 . ; * bmie $P •.v.4",.....e.... 41 • a i 6 a K64/11 a • • 415abis 0 '0 'A . Secretary Page 85 of 236 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Paul Huting, Leisure Services Director Leisure Services Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Motion approving Change Order No. 5 with Woodruff Construction of Waterloo, Iowa, for a total decrease of $585,804.03, in conjunction with the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approve Change Order #5 for a decrease in amount of ($000000.00). SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 4.5 Quality of Place IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Change Order #5 - Contractor Signed Page 86 of 236 Page 87 of 236 CHANGE ORDER NO. 5 Owner City of Waterloo Project Gates Park Improvements Project Date: 12/28/2023 Owner's Contract No. 1076 Date of Contact Start 5/30/2023 Contractor: Woodruff Construction Contract Amount: $ 9,362,172.81 You are directed to make the following changes in the Contract Documents. Description: 94 Amphitheater Structure 96 Amphitheater Restroom Building 97 Splash Pad Restroom Building 128 Amphitheater Structure MEPT TOTAL ADDITIONS (24,544.79) /LS (189,632,90) /LS (372,896.84) /LS 1,270.50 /LS x x x 1 LS $ 1 LS $ 1 LS $ 1 LS $ (24,544.79) (189,632.90) (372,896.84) 1,270.50 $ (585,804.03) Reason for Change Order 94 Change burnished, double coarse block wail to single standard CMU block wall. Roof structure and material change. Remove metal soffit, add in T&G wood substrate and clear coat. Remove wall staining and sandblasting. See attached drawings 96 Change in foundation plan. Change burnished block walls to single standard CMU block walls and paint Roof structure and material change. Add painted plywood ceiling to restrooms. See attached drawings. 97 Changed form line concrete wall to smooth finished w/ reveal strips. Roof structure and material change. Change in foundation plan. Change burnished block walls to single standard CMU block walls and paint. Add painted plywood ceiling to restrooms. See attached drawings 128 Change of light fixtures. See attached drawings. CONTRACT PRICE Original: Previous C.O.s (ADD/DEDUCT) This C.O. (ADD/DEDUCT) Contract Price with all approved Change Orders: $ 9,362,172.81 Original Working Days $ (402,647.57) $ (585,804.03) Revised Working Days: $ 8,373,721.21 CONTRACT TIME To Substantial Completion 2401 To Final Completion 2401 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the changes) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: BY: Owner (Authorized Signature) Date ACCEPTED: �1/''y,,,/ BY: : ' G /q /2/r�,%23 Contractor (Authorized igature Date ACI PTED: BY: AECOIV. 12-28-23 Date AECOM 60672429 I 5 Project No. C.O. No. Page 88 of 236 WOODRUFF CONSTRUCTION 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 1717 Falls Avenue I Waterloo, IA 50701 Ph: [319] 233-3349 Fax: [319] 233-3369 12/26/2023 SUBJ: PCO #12 — Updated CO#05 Drawings Dear Mr. Hemann, Per correspondence with the City and design team on Change Order #5 drawings, we are proposing the following cost changes for the project: • Bid Line #094 — Amphitheater Structure • Change burnished, double course block wall to single standard CMU block wall • Roof structure change • Roof material change • Remove metal soffit, add in T&G wood substrate and clear coat • Remove wall staining • Remove sandblasting • Bid Line #096 — Amphitheater Restroom Building • Foundation plan changes • Change burnished block walls to single standard CMU block walls and paint • Roof structure and material change • Add painted plywood ceiling to restrooms • Bid Line #097 — Splash Pad Restroom Building • Changed form lined concrete wall to smooth finished w/ reveal strips • Foundation plan changes • Change burnished block walls to single standard CMU block walls and paint • Roof structure and material change • Add painted plywood ceiling to restrooms • Bid Line #128 — Amphitheater Structure MEPT • Change of light fixtures I■■ Page 89 of 236 Bid Line Original Estimate CO#5 Delta 94 $ 357, 744.79 $ 96 $ 619, 549.90 $ 97 $ 972, 211.84 $ 128 $ 55,438.13 $ Total 333,200.00 $ (24,544.79) 429, 917.00 $ (189, 632.90) 599,315.00 $ (372,896.84) 56, 708.63 $ 1,270.50 $ (585,804.03) Total = (-$585, 804.03) Changes stated above are not all inclusive, and are to give a brief synopsis of the larger design changes associated with the CO#5 drawings. Your written approval on structural related items is required by (12/29/2023) 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. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date I■■ Page 90 of 236 CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMEN Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A B C ITEM DESCRIPTION OF WORK SCHEDULED NO. VALUE 1 Bid Item #94 - Amphitheater Structure 2 Masonry $40,750.00 3 Structural Steel $194,250.00 4 Rough Carpentry $30,150.00 5 Thermal and Moisture Protection $36,400.00 6 Paint $16,900.00 7'Signage $5,900.00 8 Excavation/Backfill $8,850.00 9 $0.00 15 Bid Item #96 - Amphitheater Restroom Building $0.00 16 Concrete $119,500.00 17 Masonry $102,600.00 18 Structural Steel $14,250.00 19 Rough Carpentry $57,900.00 20 Casework $9,900.00 21 Thermal and Moisture Protection $38,000.00 22 Frames/Doors/Hardware $19,975.00 23 Paint $23,950.00 24 Signage $832.00 25 Bath Accessories & Partitions $25,450.00 26 Earthwork $17,560.00 27 $0.00 GRAND TOTALS $874,821.61 Users may obtain validation of this document by requesting AIA DOCUMENT G703 CONTINUATION SHEET FOR G702 1992 EDITION AIA®- © 1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5232 G703-1992 Page 91 of 236 CONTINUATION SHEET AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMEN Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A ITEM NO. DESCRIPTION OF WORK C SCHEDULED VALUE 28 29 30 31 32 33 34 35 36 37 38 39 40 41 51 52 53 Bid Item #97 - Splash Pad Restroom Building Concrete Masonry Rough Carpentry Casework Thermal and Moisture Protection Frames/Doors/Hardware Access Hatch Paint Signage Bath Accessories and Partitions Fire Extinguishers Earthwork Bid Item #128 - Amphitheather MEPT $0.00 $125,050.00 $161,300.00 $93,700.00 $27,000.00 $63,930.00 $50,400.00 $3,150.00 $38,035.00 $2,300.00 $5,150.00 $6,200.00 $23,100.00 $0.00 $56,708.63 $0.00 $0.00 AIA DOCUMENT G703 • CONTINUATION SHEET FOR G702 • 1992 EDITION • AIA®• © 1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5232 G703-1992 Page 92 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1/2" DIA S.S. ROD. W/ 1/2" WEATHERING HEX NUT AND WASHER STEEL SHEET SET W/ HILTI HIT-HY200 WELDED TO 1/2" ADHESIVE W/6" EMBED WEATHERING STEEL IN CONCRETE SPACING i' BASE BACK SIDE @24"MAX EXTENT OF CONCRETE FOOTER NORTH FRONT SIDE EXTENT OF CIP NOTCH CAP FRONT EDGE CIP CONCR FOUNDATION TO RECEIVE RADIUS 32'-0" (BELOW) (BELOW GRADE) METAL SIGN BASE DONOR WALL - PLAN DONOR WALL - SOUTH ELEVATION 1/4" = 1'-0" GATEWAY WITH "SPRAY!" SIGNAGE DONOR WALL SIGNAGE GATES NORTH SITE PLAN 1" = 50'-0" 7"X1/2" WEATHERING STEEL BASE FASTENED TO CIP FOUNDATION 16'-6 3/4" 1/2" WEATHERING STEEL SUPPORTS WELDED TO SHEET AND BASE GATEWAY WITH 'PLAY!" SIGNAGE L DONOR WALL 3D ILLUSTRATION FRONT NOTE: COORDINATE FINAL SILHOUETTE DESIGN WITH OWNER & ARCHITECT DONOR WALL 3D ILLUSTRATION BACK 1/2" WEATHERING STEEL SUPPORTS WELDED TO SHEET AND BASE 9 \� EXTENT OF 3" CONCRETE CAP OVERHANG 4" HIGH X 3/8" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANEL WITH STANDOFFS ALUM. DONOR SIGNAGE WITH CUT OUT TEXT MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS - FINAL TEXT TBD BY OWNER 1/2" WEATHERING STEEL SHEET WITH SILOUETTE CUTOUTS & PARTIALLY CUT OUT OUTLINES 8" CIP CONCRETE WALL AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC EXTENT OF CIP FOUNDATION (BELOW GRADE) CONCRETE FOOTER SEE CROSS SECTION FOR REINFORCING GATES PARK SITE SIGNAGE PICNIC SHELTER GABLE SIDE OF ROOF FACES NORTHEAST SPLASHPAD BUILDING 8" CIP CONCRETE POST AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC T.O.B. 9'-4" 7"X1/2" WEATHERING 1/8" WEATHERING STEEL SHEETS STEEL BASE FASTENED MOUNTED TO BOTH SIDES OF 2X2 TO CIP FOUNDATION WEATHERING STEEL TUBE FRAME. WELD TO WEATHERING STEEL BASE 12'-8" CONCRETE CIP CONCRETE CAP (BELOW) PARK SIGN - PLAN 1/4" = 1'-0" 10 PARK SIGN - EAST ELEVATION 1/4" = 1'-0" NOTCH CAP TO RECEIVE METAL SIGN BASE 1'-8" 8'-11 " 1'-8" CIP CONCRETE CAP GATEWAY PLAN 1/4" = 1'-0" 2X6X 1 /4 PAINTED HSS BEAM BOLTED TO POSTS 6" 6" • 1/2" DIA S.S. ROD W/ HEX NUT AND WASHER SET W/ HILTI HIT-HY200 ADHESIVE W/6" EMBED IN CONCRETE SPACING @ 24" MAX 1'-0" 1 EXTENT OF CIP EXTENT OF FOUNDATION CONCRETE (BELOW GRADE) FOOTER 8" CIP STEEL TO BE (BELOW) PAINTED PT1 12" HIGH X 3/8" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS - BOTH SIDES 1/8" WEATHERING STEEL SHEETS MOUNTED TO BOTH SIDES OF 2X2 WEATHERING STEEL TUBE FRAME - VERTICALS @ 30" O.C. MIN AND FULL PERIMETER. 1/2" DEEP ALUM. LOGO MOUNTED WITH 1" STANDOFFS - BOTH SIDES 8" CIP CONCRETE WALL AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC EXTENT OF CIP FOUNDATION (BELOW GRADE) CONCRETE FOOTER SEE CROSS SECTION FOR REINFORCING WELDED CAP 3/8" THICK DIMENSIONAL PAINTED HSS SEE LANDSCAPE GRIND LETTERS WELDED TO 2X6 TUBE - 6X6X1/4 POST DRAWINGS FOR 6' FENCE SMOOTH, TYP "SPRAY" @ WEST GATEWAY AND 4' GATE DETAILS "PLAY" @ EAST GATEWAY 10'-1" 2'711/2" 4'-10" I2'-71/2" -I • I) I • FAIN .LEGIBILITY OF EXCLAMATION POINT BY PROVIDING I 1 A NARROWER I 1 CONNECTION I I `o \ " 1 BETWEEN DOT AND 3 3/8" ,3 3/8 �3 3/8" 3 3/8 1 LINE, AND PAINTING I THIS AREA WHITE. � I 1I 1 LE- I I I 1 1 1 ' 1 l 1 13 TYP • I I I. o GATEWAY - SOUTH ELEVATION 1/4" = 1'-0" cV -op M 1'-10' 3" ) 9," 1/2" WEATHERING STEEL SHEET 1/2" WEATHERING STEEL SUPPORT AND BASE FASTENED TO CIP FOUNDATION CONCRETE CAP WITH DRIP EDGE 1/2" EXPANSION MATERIAL CIP CONCRETE, TYP. #4 @ 16 O.C. VERT EA. FACE #4 @ 12" O.C. HOR. EA FACE CONCRETE FOOTING W/ (5) #5 LONG & (25) #5 SHORT DONOR WALL - SECTION @ CAP 1/2" = 1'-0" 2X2 WEATHERING STEEL TUBE TYP. )" 3"-• - 1/8" WEATHERING STEEL SHEET BOTH SIDES • 12" "GATES. PARK". LETTERING BOTH SIDES 1/2" WEATHERING STEEL BASE FASTENED TO CIP FOUNDATION CONCRETE CAP WITH DRIP EDGE CIP CONCRETE, TYP. #4 @ 16 O.C. VERT EA. FACE #4 @ 12" O.C. HOR. EA FACE CONCRETE FOOTING W/ (5) #5 LONG & (25) #5 SHORT PARK SIGN - SECTION @ CAP 1/2" =1'-0" BOLT BEAM TO POST WITH 1/2" HOT DIPPED GALVANIZED CARRIAGE BOLTS W/ NUTS & FLAT WASHERS - 2 PER SIDE SEALANT AT CONNECTION BETWEEN POSTS, TYP. 3/4" STEEL PLATE WELDED TO BOTTOM OF POST AND SET IN SEALANT POCKET - FLUSH. 8" CIP CONCRETE POST AND CAP WITH STONE LOOK FORMLINER & PT2 - SEE SPEC SEE LANDSCAPE DRAWINGS FOR 6' FENCE AND 4' GATE DETAILS 1'-8" 1 5/8" • —I 1I- 01/2" 1 5/8" III I I I II I II II I I_ DONOR WALL - SECTION 1/2" = 1'-0" PARK SIGN - SECTION 1/2" = 1'-0" T.O.B. 9'-4" 1/2" DIA S.S. ROD W/ HEX NUT AND WASHER SET W/ HILTI HIT-HY200 ADHESIVE W/6" EMBED IN CONCRETE @ EACH CORNER OF STEEL PLATE CIP CONCRETE WITH 8 #6 VERTICAL. #4 TIES @ 12" O.C. DWLS TO MATCH VERTS 1/2" EXPANSION MATERIAL ALL SIDES (3) #4 TIES AT 4" O.C. AT TOP OF PIER (3) #4 TIES AT 8" O.C. FOR REMAINDER (16) #5 BARS, VERTICAL 3" POST TYP. GATEWAY - SECTION 1/2" = 1'-0" 2'-8" X 4'-2" X 1'-0" FOOTING WITH (3) #5 BARS X 3'-8" AND (5) BARS X 2'-4" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 5 6 7 5/05/2023 9/15/2023 10/13/2023 Description ADDENDUM 05 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title GATES NORTH ARCH SITE PLAN & DETAILS Category Sheet AO.O1 City of Waterloo Contract No. 1076 Page 93 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH EXISTING FLOOD WALL FOUNDATION EXTENTS OF STAIN ON SOUTH FACE OF FLOODWALL (RED DASHED LINE) SITE SIGNAGE PLAN - LESTER & E 4TH STREET ALTERNATE 1 1/4" = 1'-0" EXISTING FLOOD WALL UNSTAINED CORNER OF FLOOD WALL (-4" VIF. 20" HIGH X 1/2" DEEP ALUM. DIMENSIONAL LETTERING MOUNTED TO WEATHERING STEEL PANELS WITH 1" STANDOFFS 1/8" WEATHERING STEEL SHEETS MOUNTED TO 2"X2"X1/8" WEATHERING STEEL TUBE FRAME. FASTEN SHEETS AND FRAME TO FLOODWALL WITH REMOVABLE FASTENERS EXISTING EXPANSION JOINT, DO NOT COVER SITE SIGNAGE ELEVATION - LESTER & E 4TH STREET ALTERNATE 1 1/4" =1'-0" WEATHERING STEEL 2X2 WEATHERING PANEL BEHIND STEEL TUBE, TYP. 3 3'-2"3" III II .1 III III III III III III III SITE SIGNAGE CROSS SECTION ALTERNATE 1 1/4" =1'-0" DARK STAIN EXISTING CONCRETE FLOOD WALL SOUTH FACE ONLY (RED DASHED LINE) NORTH NEW "GATES PARK' SIGNAGE RENOVATE EXISTING RESTROOM 411. 0111111p, :■■■■■■1'i■■■■:■II■■■■■i=U■4-11Ponli itaim GATES SOUTH SITE PLAN ALTERNATE 1 1" = 50'-0" TOP OF FLOODWALL BEYOND 3'-8" EXISTING FLOOD WALL STAINED PICNIC SHELTER - GABLE SIDE OF ROOF FACES NORTH 1/2" DEEP ALUM. LOGO MOUNTED WITH 1" STANDOFFS EXISTING FLOOD WALL UNSTAINED EXISTING FLOODWALL 2X2 WEATHERING STEEL TUBE TYP. "GATES PARK" LETTERING REMOVABLE 1/2" DIA HILTI KH-EZ SCREW ANCHOR EMBED IN FLOOD WALL 6" MIN. PROVIDE SS SPACERS BETWEEN 2X2 TUBE AND FLOODWALL TO PROVIDE MIN 1/4" SEPERATION AND TO CORRECT FOR UNEVEN SURFACES. 1/8" WEATHERING STEEL SHEET EXTENTS OF STAIN ON SOUTH FACE OF FLOODWALL (RED DASHED LINE) MAINTAIN 6" CLEARANCE BETWEEN BOTTOM OF PANEL AND GRADE • SITE SIGNAGE SECTION ALTERNATE 1 3/4" =1'-0" EXISTING FLOODWALL FOUNDATION TO REMAIN UNSTAINED THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 4 5 4/27/2023 5/05/2023 Description ADDENDUM 04 ADDENDUM 05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title GATES SOUTH ARCH SITE PLAN & DETAILS Category Sheet A0.02 City of Waterloo Contract No. 1076 Page 94 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT REAR WALL WI VANITY & TUB TYPE B UNITS REAR WALL W/ VANITY TYPE B UNITS FUTURE GRAB BAR BLOCKING - 24" MIN LENGTH CENTERED ON WATERCLOSET 8" X 12" BLOCKING VANITY REINFORCEMENT) FOR INSTALLATION OF FUTURE SWING UP GRAB BAR MIN TO COUNTERTOP - OVERHANG FACE OF TUB OR SHOWER TOILET @ DWELLING UNITS 1'-6" 2'-9" co z Lu d U z IF VANITY ENCROACHES MIN 60" MIN EDGE OF WALL OR TUB EQ EQ / / 15" -- 18" NOTE: AT "TYPE A" UNITS AND WHERE UNITS ARE REQUIRED TO COMPLY WITH ADAAG-2010 OR THE ILLINOIS ACCESSIBILITY CODE, PROVIDE 18" CLEAR TO EDGE OF VANITY EDGE OF WALL OR VANITY CLEAR FLOOR AREA MUST EXTEND TO 66" FROM THE WALL BEHIND TOILET IF VANITY ENCROACHES ON 60" WIDTH 12" MAX SIDE WALL TYPE B UNITS REAR WALL TYPE A UNITS 18" /\ FACE OF SIDE WALL BEYOND FUTURE GRAB BAR BLOCKING-18" MIN LENGTH WHEN LIMITED SIDE WALL WON'T ALLOW FOR 42" GRAB BAR BLOCKING VANITY (REINFORCEMENT) FOR INSTALLATION OF FUTURE GRAB BAR TYP. NOTE: WHERE SIDE WALL PERMI I S EXCE TION� LONGER GRAB BAR USE MIN TO COUNTERTOP LONGEST POSSIBLE LENGTH , ,� , OVERHANG PER CODE. SIDE WALL TYPE A UNITS FUTURE GRAB BAR- 24" MIN LENGTH CENTERED ON WATERCLOSET / 12" MAX 42" / / DWELLING STANDARD TOILET ROOM MOUNTING HEIGHTS AND CLEARANCES FUTURE VERTICAL GRAB BAR - 18" HEIGHT FUTURE GRAB BAR - 42" MIN LENGTH PERMITTING BLOCKING(REINFOR CEMENT) FOR INSTALLATION OF FUTURE GRAB BAR TYP. SIZE BACK WALL TYPE A & B UNITS TRANSFER TYPE SHOWER 1'-6" /'' 1 I M BLOCKING CONTROL AREA TYPE A UNITS ONLY BLOCKING (REINFORCEMENT) FOR INSTALLATION \ OF FI ITI IRF SPAT TYPE A UNITS ONLY CONTROL WALL TYPE A & B UNITS TRANSFER TYPE SHOWER9• _4" MAX 15" 15" / / MAX MAX zo VANITY -FRONT 36" MIN 24" z Q CO 1- LIGHT FIXTURE MIRROR SHOWER HEAD TYPE B UNITS SHOWER ROD (STRAIGHT) SHOWER ROD (CURVED) BLOCKING REINFORCING STANDARD ROLL IN SHOWER END SHOWER ROD TYPE WALL @ A&B UNITS A UNITS ONLY (NO TRACKS @ SILL) PROVIDE BLOCKING CURB@ 1/2"MAX@ TYPE B UNITS TYPE A UNITS MEDICINE CABINET -SIDE EQ EQ MC RECESSED OR SURFACE MOUNTED GFCI OUTLET 6" MAX SHOWER HEAD TYPE B UNITS TUB SURROUND UNIT OR TILE WHERE INDICATED SHOWER DOOR 6" MAX TYPE B UNITS WITH BLOCKING (OPTIONAL) BLOCKING (REINFORCEMENT) FOR INSTALLATION OF FUTURE GRAB BAR (TYPE A AND B UNITS) TYP. TOILET PAPER HOLDER 36" VANITY MTD TOILET PAPER HOLDER WALL MTD TOILET PAPER HOLDER PROVIDE LOCKING STANDARD ROLL IN SHOWER BACK WALL FUTURE SEAT LOCATION TYPE A UNITS ONLY 48" @ TYPE "A" UNITS TOWEL HANGING HAND-HELD ADJUSTABLE SHOWER HEAD W 48" SLIDE BAR MOUNTING AND 60" MIN HOSE TYPE A UNITS ONLY BLOCKING CONTROL AREA TYPE A UNITS ONLY FF TOWEL SHELF OR TOWEL BAR WC PROVIDE BLOCKING ROBE HOOK 8" / / � PROVIDE g g BLOCKING 1- 1- z z Q w w co 0 V CO \ \ FF 1/4" =1'-0" TO BE EQUALLY SPACED ON WALL —UNLESS OTHERWISE NOTED E DATA OUTLET TO BE EQUALLY SPACED ON WALL UNLESS OTHERWISE NOTED 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED Lu 0 > 0 L_ LL ao O \a POWER o ABOVE THERMOSTAT OUTLET COUNTER & HUMIDITY DEVICE SENSOR **ALL DIMENSION ARE TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE** 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED i —\- H WHERE REQUIRED F 6" TO EDGE OF WALL/EDGE OF DOOR FRAME UNLESS OTHERWISE NOTED LL 0 w 0 \o 1- 0 m LIGHT SWITCH DEVICE MOUNTING HEIGHTS FIRE ALARM N LL 0 LL 0 LL 0 a 0 1- N FIRE PULL STATION SIGN MOUNTED TO FACE OF WALL PENDANT MOUNTED SIGN CENTERED ON DOORS. COORDINATE LOCATIONS W/ RCP C CO EXIT SIGN HC DOOR CARD OPERATOR READER 42" WHEN STACKED ABOVE A DOOR OPERATOR OR OTHER DEVICE 0 1/4" = 1'-0" 40" DEVICE z 0 J DEVICE z Q DEVICE FF DEVICE ALIGNMENT 1/4" = 1'-0" MISC. FIXTURE/ACCESSORY MOUNTING HEIGHT: MOUNTING HEIGHT AND ACCESSORY NOTES: SHOWER HEAD COAT ROD AND SHELF ELEVATOR CALL BUTTON ROOM SIGNAGE LINEN OR PANTRY W/ FIXED SHELVING SHELF ABOVE WASHER (AND OR) DRYER OUTLET THERMOSTATS LIGHT SWITCHES ADA SIGNAGE 7'-0" TO BOTTOM OF SHOWER HEAD 5'-6" TO TOP OF SHELF 3'-4" AND 6'-8" AT DOUBLE (ADAPTABLE AND HANDICAP) 4'-0" TO TOP OF SHELF AT SINGLE (HCP) 42"AFF TO CENTER 60" AFF TO CENTER OF SIGN @ 4 SHELF = 16", 32", 48", 64" @ 5 SHELF = 14", 28", 42", 56", 70" 58" @ ADAPTABLE UNITS 54" @ HCP (OTHER SHELVING MUST BE PROVIDED W/O REACH OVER LAUNDRY EQUIP) 18" MIN BOTTOM OF DEVICE 48" MAX W/ NO COUNTER OBSTRUCTION 44" MAX IF OVER A COUNTER 48" MAX TOP OF DEVICE 48" MAX AFF 40" TO LESS THAN OR EQUAL TO 70" ABOVE FLOOR TO BASELINE OF CHARACTERS TACTILE CHARACTERS SHALL BE 48" MIN ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER REFER TO MECHANICAL AND ELECTRICAL DRAWING FOR MOUNTING HEIGHTS OF FIXTURES FURNISHED BE THOSE SECTIONS 1. IF ANY ACCESSORIES ARE MOUNTED ABOVE A COUNTER, THE TOP OF OPERABLE PARTS CAN BE NO HIGHER THAN 3'-8" AFF 2. SURFACE MOUNTED ACCESSORIES THAT PROJECT MORE THAN 4" FROM THE FACE OF THE WALL MUST BE MOUNTED IN AN ALCOVE, OVER A COUNTER, OR WITH THE BOTTOM EDGE NO MORE THAN 2'-3" AFF 3. WHEN MOUNTED NEAR A GRAB BAR, PROVIDE AT LEAST 2" CLEARANCE BETWEEN THE TOP OF AN ACCESSORY AND THE BOTTOM OF THE GRAB BAR OR 1'-0" CLEARANCE BETWEEN THE BOTTOM OF AN ACCESSORY AND THE TOP OF A GRAB BAR. DOES NOT APPLY TO FULLY RECESSED ACCESSORIES. 4. FOR ACCESSORIES NOT INDICATED OR DIFFERING SUBSTANTIALLY FROM THE DIAGRAMS, CONSULT THE ARCHITECT PRIOR TO INSTALLATION OF BLOCKING/ BACKING. 5. PLUMBING FIXTURES SHOWN ARE DIAGRAMMATIC. SEE PLUMBING DOCUMENTS FOR SPECIFICATIONS OF FIXTURE TO BE INSTALLED. 6. VERIFY IF SHOWER/TUB SURROUND IS PROVIDED WITH PROVISIONS FOR GRAB BAR BLOCKING ATTACHMENT. 7. ALL DIMENSIONS ARE TAKEN TO FINISHED SURFACE. 8. UNLESS SPECIFICALLY INDICATED ELSEWHERE IN THE DOCUMENTS AT DWELLING UNITS - SHOWER SEATS, SHOWER SLIDE BARS, AND GRAB BARS DO NOT NEED TO PROVIDED. BLOCKING TO WITHSTAND 250 LBS OF PULLOUT FORCE SHALL BE INSTALLED IN PREPARATION FOR FUTURE INSTALLATIONS. 9. THE FAIR HOUSING ACT REQUIRES ADDITIONAL BLOCKING IN WALLS BEYOND THE STANDARD LOCATIONS OF GRAB BARS IN COMMERCIAL CONSTRUCTION. PROVIDE BLOCKING TO ACCOMMODATE THE FULL RANGE OF MOUNTING POSSIBILITIES. 10. PROVIDE BLOCKING AT ALL BATHS AS SHOWN FOR ALL TUBS, SHOWERS, AND WATERCLOSETS OR USE FULL BACKING TUB/SHOWER SURROUND. 11. ALL BLOCKING TO BE 22 GA SHEET METAL OR WOOD BLOCKING PER GENERAL CONTRACTOR OPTION AND CONSTRUCTION TYPE , TYP. 12. ITEMS FOR WHICH MOUNTING HEIGHTS ARE INDICATED ON THIS SHEET MAY OR MAY NOT BE USED - SEE PROJECT PLANS, SPECIFICATIONS AND INTERIOR ELEVATIONS FOR SPECIFIC PROJECT ITEMS. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title ACCESSIBILITY & TYPICAL MOUNTING HEIGHTS Category Sheet AO.04 City of Waterloo Contract No. 1076 Page 95 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT FLOOR - CONCRETE SLAB 5" ASSEMBLIES 1 1/2" 1 0 PAINTED CONCRETE MASONRY UNIT: 8"X8"X16" REFER TO STRUCTURAL FOR REINFORCEMENT REQUIREMENTS O8" MASONRY WALL NATURAL 8" MASONRY WALL DARK GREY WALL TYPES CONCRETE SLAB ON GRADE, REFER TO STRUCTURAL VAPOR RETARDER COMPACTED FILL O8" CONCRETE WALL R1 WOOD RAFTER WITH ASPHALT SHINGLES CAST -IN -PLACE CONCR REFER TO STRUCTURA FOR REINFORCEMENT REQUIREMENTS ASPHALT SHINGLES, COLOR BLACK 5/8" PLYWOOD SHEATHING 2X RAFTER, REFER TO STRUCTURAL 2X4, OR DOUBLED UP 2X6 TRUSSES @ TRUSS LOCATIONS 5/8" PLYWOOD SHEATHING c- 0 2X4, 0: !ill:LED UP TRUSSES @ TRUSS LOCATIONS NOT USED OSOLID STUD WALL - PLYWOOD INV_ROOF - T&G 2x6, Densdeck, EPDM 1X4 PINE PLANKING W/ 1/2" BUG SCR OVENTED STUD WALL - PINE EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE 2X4 WOOD BLOCKING, SHIM :" PLYWOOD SHEATHING SOLID METAL PANEL WOOD BLOCKING, SHIM NOT USED OSOLID STUD WALL - METAL & WOOD WOOD BLOCKING, SHIM 1X4 PINE PLANKING W/ 1/2" GAP BUG SCREENING MATERIAL PERFORATED METAL PANEL WOOD BLOCKING, SHIM VENTED STUD WALL - METAL C05 1 1 " = 1'-I" ROS 1 CK- VARIES 2X4 FRAMING OR DOUBLED UP 2X6 TRUSSES @ TRUSS LOCATIONS TOP OF BLOCK / CONCRETE (T.O.B.) FIRST FLOOR co NOT USED WALL CONFIGURATIONS 1/4" TRANSLUCENT NELS w v co w o co w J ROOF DECK - VARIES T.O.B. +2'-0" TOP OF BLOCK / CONCRETE (T.O.B.) FIRST FLOOR 1 1 /2" = 1'-0" C05 ACCEPTABLE ALL EXPOSED CONDUIT & PIPING TO PENETRATE WALL PERPENDICULAR TO FINISH SURFACE, TYP. (FIRE CAULK AS REQUIRED TO MAINTAIN APPLICABLE RATING) SECTION DETAIL AT WALL PENETRATIONS 1 1 /2" = 1'-0" TYP. SEALANT JOINT 6" =1'-0" NOT ACCEPTABLE NOT ACCEPTABLE ACCEPTABLE ACCEPTABLE ISOMETRIC VIEW ELEVATION VIEW CONTROL JOINT DETAILS 1 1 /2" = 1'-0" BACKER ROD SEALANT FACE OF SURFACE CONTROL JOINT DOOR FRAME / OPENING ALIGN TOP OF CONTROL JOINT WITH TOP OF FRAME / OUTSIDE EDGE OF CONTROL JOINT WITH OUTSIDE EDGE OF FRAME THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL TYPES, ASSEMBLIES, DETAILS Category Sheet AO.05 City of Waterloo Contract No. 1076 Page 96 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT DOOR SCHEDULE MARK ROOM NAME DESCRIPTION DOORS FRAME COMMENTS a 1 _ 1— HEIGHT MATERIAL _ - Li a 1 = 1— HEIGHT MATERIAL _ - 100.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 101.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 102.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 103.1 STORAGE SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 104.1 PUMP ROOM SINGLE A 4'-4" 7'-2" FG PT1 1 4'-8" 7'-4" FG PT1 104.2 CHEM CLO. SINGLE A 3'-0" 7'-2" FG PT1 1 3'-4" 7'-4" FG PT1 104.3 CHEM CLO. SINGLE A 3'-0" 7'-2" FG PT1 1 3'-4" 7'-4" FG PT1 105.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 106.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 107.1 RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 125.1 MEN'S RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 126.1 WOMEN'S RESTROOM SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 127.1 MECH/STORAGE SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 128.1 STORAGE SINGLE A 4'-4" 7'-2" GHM PT1 1 4'-8" 7'-4" GHM PT1 131.1 MENS SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 132.1 MECH. CHASE SINGLE A 2'-8" 7'-2" GHM PT1 1 3'-0" 7'-4" GHM PT1 133.1 WOMENS SINGLE A 3'-0" 7'-2" GHM PT1 1 3'-4" 7'-4" GHM PT1 SEE FLOOR PLANS FOR WALL TYPES HM DOOR FRAME 2 TYP. HOLLOW METAL DOOR JAMB 1 1 /2 = 1 -0 C.M.U., FILL CELLS W/ GROUT @ FRAME LOCATIONS, SEE STRUCT., PAINT WHERE SCHED. CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES H.M. FRAME W/ JAMB ANCHORS, GROUT SOLID ALTERNATE WALL LOCATIONS C.M.U., PAINT WHERE SCHED. BOND BEAM OR GALVANIZED STEEL LINTEL, SEE STRUCTURAL, PAINT CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES H.M. FRAME, GROUT SOLID r I: I L-J C.M.U., FILL CELLS W/ GROUT @ FRAME LOCATIONS, SEE STRUCT., PAINT WHERE SCHED. H.M. FRAME W/ JAMB ANCHORS, GROUT SOLID CONTINUOUS SEALANT JOINT (TYP.), BOTH SIDES BULLNOSE ALL OUTSIDE CORNERS NOT INDICATED TO RECEIVE CORNER GUARDS (TYP.) ALTERNATE WALL LOCATIONS H.M. FRAME @ C.M.U. 1 1 /2" = 1'-0" AS SCHED 2" 0 w 0 2" 0 w 0 Cn Cn AS SCHED • 2" 2„� 1 2 LEGEND - FRAME TYPE 0 w 0 N N AS SCHED 1" 1" 3 1/4" = 1'-0" AS SCHED 0 w _ 0 CO CO 2'-0" 0 w _ 0 CO CO 0 w 0 A E z 0 z ( 6 N = co M 9" MIN FOR SIGN ,A / / SIGNAGE CARD READER HC OPERATOR TYPICAL AREA FOR DOOR HARDWARE 36" MIN TO 48 MAX SEE SPEC FOR LOCATION DOOR HARDWARE AND DEVICE ELEVATION 1/4" = 1'-0" AS SCHED 10 N 0 w _ 0 B AS SCHED • 13" 10" 13" F 0 w _ 0 LEGEND - DOOR ELEVATIONS C AS SCHED G 0 w _ 0 AS SCHED 28" 4 D AS SCHED H 1/4" = 1'-0" GENERAL DOOR AND FRAME NOTES: 1. GC TO COORDINATE PLAN OPENING WIDTH DIMENSIONS W/ SCHEDULE. 2. ALL HOLLOW METAL DOORS, DOOR FRAMES, & WINDOW FRAMES TO BE PAINTED UNLESS NOTED OTHERWISE. 3. ALL DOORS ARE TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED OR SCHEDULED. 4. DOORS NEXT TO WALLS, NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE. 5. HM FRAMES TO BE PROVIDED FULL DEPTH OF WALL ASSEMBLY UNLESS NOTED OTHERWISE. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 1 4/14/2023 Description ADDENDUM 01 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title OPENING SCHEDULES AND ELEVATIONS Category Sheet A0.06 City of Waterloo Contract No. 1076 Page 97 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT rJ C�) NORTH 13'-8 5/8" ESTROOM 107 3 TYP . J (09> 3 7/8"� 2'-0" 5'-3 5/8" II / 1 o 1 MIRR A6.01 2 MIRR ESTROOM 3 MIRR o 04 o 1 106 A ,� A6.01 2 1 RESTROOM l 105 io EQ TYP EQ 1 1 4 A7.11 A7.11 rr II o irrilieY e 9lie 6'-0" 4'-9 3/8" o 4'-9 3/8" 7 4 4 4'-9 3/8" • PUMP ROOM 104 4 13'-8 5/8" RESTROOM 100 2 MIRR 3 MIRR 1 MIRR q v 3 7/8" 1 2'-0" 100.1 in, of I" 03> 2 A6.01 SIM 3SIM RESTROOM g o I 101 I I I 1 3'-113/4" 4'-0 5/8" L 3'-4" L 4'-8 1 /4" C1 I 0101 l o -a.V RESTROOM 0 1 3 MIRR 102 2 A6.01 MIRR v 0 1 MIRR 11 THH r 104.3 CHEM CLO. 104 y 104.2 4'-8" 34'-0" HEM C 104A 2 4'-9 3/8" / STORAGE 103 4'-9 3/8" 15 0 4'-9 3/8" d. 101.1 102.1 103.1 3 05 /-3 7/8" 2'-0" g 9 CV M 9 (V 0 9 co ti v\ \ 0 CV SPLASH PAD BUILDING - FLOOR PLAN 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION OKEYNOTES Keynote Text 03 URINAL TO BE OUTSIDE OF 5'-0" TOILET CLEARANCE. 04 OPENING IN COUNTER FOR TRASH. 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 09 ROOF OVERHANG ABOVE 12 METAL TUBING COUNTER SUPPORT, REFER TO DETAILS. 15 FIRST AID KIT - OWNER FURNISHED & CONTRACTOR INSTALLED. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 9/15/2023 Description C04 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - FLOOR PLAN Category Sheet A1.10 City of Waterloo Contract No. 1076 Page 98 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 0 NORTH C05 SPLASH PAD BUILDING - ROOF PLAN 1/4" = 1'-0" C05 GENERAL ROOF PLAN NOTES: . ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE . DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. . ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. . OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. . FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. 0 KEYNOTES Keynote Text R01 ASPHALT SHINGLED ROOF - COLOR TO BE BLACK R03 5" BOX GUTTER AND 3"X4" OPEN FACE DOWNSPOUT, PAINTED TO MATCH FACIA. R04 FACIA, PAINT TO MATCH DARK BRONZE METAL FLASHING R05 RIDGE VENT - REFER TO MEPT R06 ROOF VENT - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - ROOF PLAN Category Sheet A1.11 City of Waterloo Contract No. 1076 Page 99 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SPLASH PAD BUILDING - REFLECTED CEILING PLAN 1/4" = 1'-0" NORTH C05 CEILING LEGEND: SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. CO2 EXPOSED ROOF STRUCTURE CO3 5" BOX GUTTER, PAINTED TO MATCH FACIA. C05 3"x4" OPEN FACE DOWNSPOUT. PAINTED TO MATCH FACIA. C07 LIGHT FIXTURE - REFER TO MEPT C08 VENTED SOFFIT C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C15 1/2" PLYWOOD CEILING, PAINT C16 VENT FAN - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 CO5 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - REFLECTED CEILING PLAN Category Sheet A1.12 City of Waterloo Contract No. 1076 Page 100 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 8" CIP CONCRETE - PT1 8" CIP CONCRETE - PT1 0 0 rn 2'-0". 4" 8" 8" CMU PT1 ASPHALT SHINGLES, BLACK ROOF VENT - REFER TO MEPT 11'-10 3/4" 2 • • 4'-0" jr 3'-4" jr • 8'-8" SPLASH PAD BUILDING - WEST ELEVATION 1/4" = 1'-0" 8" 1 OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT 4'-0" 12'-0 3/4" i=E) 3-4" FIRST AID KIT 8" CMU 24"x24" LOUVER PT2 IN DOOR 8'-8" RIDGE VENT - ROOF VENT - REFER TO MEPT O REFER TO MEPT ■==.1===1 1=====__ I im mWa viErm••••=.1 E.• �•�1�� mm—mm. niw — m mm.immm 3'-4" jr 8'-8" SPLASH PAD BUILDING - EAST ELEVATION 1/4" = 1'-0" 24" TALL ALUMINUM LETTERS ON STAND OFF 3-4" 8'-8" 8" CAST -IN -PLACE CONCRETE WALL W/ VERTICLE & HORIZONTAL FORM JOINTS, PAINT PT1 SPLASH PAD BUILDING - SOUTH ELEVATION 1/4" = 1'-0" GALVANIZED HOLLOW METAL DOOR & FRAME W/ STAINLESS STEEL 60'-8" HARDWARE - PT1 TYPO 12'-0 3/4" 3'-4" 3'-4" / / u 8'-8" 8'-8" RIDGE VENT - REFER TO MEPT 12'-0 3/4" 3'-4" jr jr jr OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT DRINKING FOUNTAIN SEE MEPT 1ST FLOOR O 0'-o" DRINKING FOUNTAIN 8'-8" 8'-8" OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT DRINKING FOUNTAIN SEE MEPT FIBERGLASS DOOR & FRAME - PT1 TYP. E L OPEN FACE DOWNSPOUT FINISHING IN ZURN BOOT 11'-10 7/8" 4'-8" jr 3'-4" • / 2'-8" 4'-0" 8" 2'-0" 4" 8" GUTTER — 8" CIP CONCRETE - PT1 8" CIP CONCRETE - PT1 T.O.B. 9'-4" 1ST FLOOR 0'-0" 1ST FLOOR 0'-0"\... 8" CAST -IN -PLACE CONCRETE WALL W/ VERTICLE & HORIZONTAL FORM JOINTS, PAINT PT1 SPLASH PAD BUILDING - NORTH ELEVATION C05 C05 GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. . 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. Ll DRINKING FOUNTAIN SEE MEPT C05 1ST FLOOR 0'-0" 'Jr 1/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING — EXTERIOR ELEVATIONS Category Sheet A1.21 City of Waterloo Contract No. 1076 Page 101 of 236 GENERAL FLOOR PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 14'-8" 8'-8" 8'-8" 0 6/01) K09) W a 0 J SLOPED SIDEWALK 121 STAGE 120 1,750 SF 48'-0" C05 C05 C05 01) 14'-8" 8'-8" 8'-8" 4" FALL FROM BACK OF STAGE TO FRONT OF STAGE 8" i / / 5'-6" AMPHITHEATER - FLOOR PLAN 1/4" = 1'-0" PLAN NORTH L 8'-6" 44'-6" 5'-6" 1 0 M 8" / / 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION 0 KEYNOTES Keynote Text 01 STRUCTURAL COLUMN, PAINT, PT1. 02 1 1/2" OUTSIDE DIAMETER STAINLESS STEEL HANDRAIL, SET IN 4" DEEP SLEEVE, TYP. BOTH SIDES. 09 ROOF OVERHANG ABOVE 1 1/4" OUTSIDE DIAMETER STAINLESS STEEL HANDRAILS, SET IN 4" DEEP SLEEVE, TYP. BOTH SIDES 1'-0" 2'-9" 11" / MIN. 3 TREADS @ 11" EACH MIN. STAIR DETAIL 1/2" =1'-0" 3'-8" HEAVY DUTY METAL NOSING CAST INTO CONCRETE. FINISH TO MATCH FASCIA GRIND PROTECTION DETAIL 1/2" = 1'-0" STAGE HEIGHT O 2'-4" co r W J 0 GRADE O -0" STAGE HEIGHT obk 2'-4" GRADE 0'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - FLOOR PLAN Category Sheet A2.10 City of Waterloo Contract No. 1076 Page 102 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT O9 10 O AMPHITHEATER - ROOF PLAN 1/4" = 1'-0" NORTH 6'-2" 36'-0" 6'-2" C05 GENERAL ROOF PLAN NOTES: 1. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE 2. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 3. ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. 5. FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. OKEYNOTES Keynote Text EPDM MEMBRANE ROOF TO BE BLACK. SNOW CLEAT, AS NEEDED. h2 4 FACIA, PAINT TO MATCH DARK BRONZE METAL FLASHING THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - ROOF PLAN Category Sheet A2.11 City of Waterloo Contract No. 1076 Page 103 of 236 C05 CEILING LEGEND: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS © COPYRIGHT Eill NORTH 14'-8" 8'-6" cD1 O 0 CV 0 CV 1 1/2", 6'-2" 11 12 12' 0" 12'-0" 48'-4" 6'-2" (CO2> 12'-0" 14'-8" 6'-2" 6'-2" 8'-6" �\1 I In I I 11111111 MMMM 111111 AMMM tWWW 11 AMMMM 11111111 111 MMM tWWW 11111111 MMMM XMMM 11111111 111 MMM tWWW 11111111 MMMM 11111111 111 MMM tWWW 1,1 AMPHITHEATER - REFLECTED CEILING PLAN 1 /4" = 1'-0" N N tWWWWWW 11111111111111 ISTIM T`, 4 111111111111111 MMMMMMM WWWMMMW \1 tWWWWV MMMMMM WWWWWV MMMMMM WMWMMMV 1111111111 MMMMM 111111111111 WMWMMMV 1111111111 MMMMM 1 MMMMM WWWWWV 1l CI Q 1 1/2" (C09> cio) SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. OKEYNOTES Keynote Text C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C10 STRUCTURAL STEEL, REFER TO STRUCTURAL. PAINT TO MATCH DARK BRONZE, PT1 C11 2X6 TONGUE & GROOVE DECKING C05 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - REFLECTED CEILING PLAN Category Sheet A2.12 City of Waterloo Contract No. 1076 Page 104 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT STAINLESS HANDRAIL • ROOF AMP ILI 13'-0" • STAGE HEIGHT ILI 2'-4" • GRADE ILI 0'-0" 14'-8" EXPOSED 2X6 T&G DECKING AMPHITHEATER - SOUTH ELEVATION 1/4" = 1'-0" STAINLESS HANDRAIL OROOF AMP 13'-0" OSTAGE HEIGHT 2'-4" OGRADE 0'-0" 8" CMU, PT2 W/ STONE CAP REMOVED LASTED DECORATIVE EL SANDBLAST ED FILL AND DEEPER E - FI GN TO BE DINATED WITH ARCHITECT & 0 1 14'-8" 8'-6" co q GALVANIZED STEEL PRE -FINISHED FACIA TO COLUMN, PAINT, PT1 MATCH DARK BRONZE PT1 24" HIGH ALUMINUM LETTERS ON STAND OFF 12'-0" REMOVED TED DECORATIVE ELEMENT. T SHALLOW A DEEPER AT OUTLIN1`SIGN TO NATED WITH ARCHITECT & OWNER 12'-0" ' ' 12'-0" 8"CMU,PT2W/ STONE CAP C05 12'-0" 8" CMU, PT2 W/ STONE CAP EPDM ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE 12'-0" 48'-4" g SKATEBOARD GRIND PROTECTION STAINLESS HANDRAIL 14'-8" STAINLESS HANDRAIL CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 1 8" 8 AMPHITHEATER - NORTH ELEVATION 1/4" = 1'-0" CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 45'-4" AROOF AMP 13'-0" OSTAGE HEIGHT 2'-4" OGRADE 0'-0" 1' 4"Jr / 4'-0" 8'-4" / AMPHITHEATER - WEST ELEVATION 1/4" = 1'-0" 8'-6" PRE -FINISHED FACIA TO GALVANIZED STEEL MATCH DARK BRONZE PT1 COLUMN, PAINT, PT1 4'-0" 4'-0" / OROOF AMP 13'-0" eSTAGE HEIGHT 2'-4" GRADE 0'-0" i 8'-4" 4'-0" 4'-0" 4'-0" GALVANIZED STEEL PRE -FINISHED FACIA TO O COLUMN, PAINT, PT1 MATCH DARK BRONZE PT1 45'-4" AMPHITHEATER - EAST ELEVATION 1/4" = 1'-0" 24'-8" 4'-0" GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. CAST -IN -PLACE CONCRETE KNEE WALL WITH VERTICAL FORM JOINTS, PAINT PT1 4'-0" 2' 0" 8" CMU, PT2 W/ STONE CAP 8'-4" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER - EXTERIOR ELEVATIONS Category Sheet A2.21 City of Waterloo Contract No. 1076 Page 105 of 236 GENERAL FLOOR PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT c co M ♦ \% 18 A3.20 1 32'-81 /2" 20 10 41 /4" C05 / / 4'-6 5/8" 4'-6 5/8" 0 9 / 4'-6 5/8" 32'-0" 4'-8" 4'-6 5/8" / 4'-6 5/8" 4'-6 5/8" 10 41 /4" /y / C05 17n o) co M ti co co ♦ c C ♦ 128.1 METAL TUBING COUNTER SUPPORT, REFER TO DETA,LS C05 1 4 NORTH G u-I C3 uJ ♦ / 13'-8" STORAGE A 128 114 SF A Aik Mr 9'-9" AMPHITHEATER RESTROOM - FLOOR PLAN 1/4" = 1'-0" 1- t� 0 M (9 05 M '-0 3/8" 0 M 17'-0" r X XXXX XX-XX O 17'-8 3/8" MECH/ ORAGE 17 22 SF C t 13'-1 3/4" 3 A3.20 6 13'-8" WOMEN'S RESTROOM 126 298 SF 5'-0" / 126.1 • 9'-9" 0 Zvi C05 X 127.1 ♦ C3 uJ 2'-2" 0 ♦ 2 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION 0 KEYNOTES Keynote Text 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 07 WATER HEATER, REFER TO MEPT. 09 ROOF OVERHANG ABOVE 10 SPLASH BLOCK. C05 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER RESTROOM - FLOOR PLAN Category Sheet A3.10 City of Waterloo Contract No. 1076 Page 106 of 236 GENERAL ROOF PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT O o O R01 NORTH 0 s ® AMPHITHEATER RESTROOM - ROOF PLAN C05 1 /4" = 1'-0" 1. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE 2. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 3. ICE AND WATER SHIELD MEMBRANE UNDERLAYMENT REQUIRED FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. 5. FINAL PIPE PENETRATIONS THROUGH THE ROOF ARE TO BE COOORDINATED WITH THE ARCHITET PRIOR TO INSTALLATION. PENETRATIONS ARE TO BE ORGANIZED. 0 KEYNOTES Keynote Text R01 ASPHALT SHINGLED ROOF - COLOR TO BE BLACK R05 RIDGE VENT - REFER TO MEPT R06 ROOF VENT - REFER TO MEPT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER RESTROOM - ROOF PLANS Category Sheet A3.11 City of Waterloo Contract No. 1076 Page 107 of 236 0 KEYNOTES Keynote Text CO2 EXPOSED ROOF STRUCTURE CO3 5" BOX GUTTER, PAINTED TO MATCH FACIA. C05 3"x4" OPEN FACE DOWNSPOUT. PAINTED TO MATCH FACIA. C07 LIGHT FIXTURE - REFER TO MEPT C08 VENTED SOFFIT C09 2X6 FACIA, PAINT TO MATCH DARK BRONZE C12 C15 1/2" PLYWOOD CEILING, PAINT AMPHITHEATER RESTROOM - REFLECTED CEILING PLAN NORTH CEILING LEGEND: SCONCE LIGHTING LINEAR LIGHT FULL HEIGHT WALL PARTIAL HEIGHT WALL GENERAL CEILING NOTES: 1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. REFER TO FLOOR PLANS FOR WALL TYPES AND WALL LOCATIONS . 3. SEE INTERIOR ELEVATIONS / SECTIONS / DETAILS FOR ADDITIONAL INFORMATION ON FINISHED SOFFIT, BULKHEAD, CEILING, ETC. WHERE NOT INDICATED ON REFLECTED CEILING PLAN. 4. CEILING HEIGHT VARIES BASED ON SLOPED ROOF STRUCTURE. 5. ALL STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 Designed By : SPD & BV Reviewed By : AMPHITHEATER RESTROOM - REFLECTED CEILING PLAN Category Sheet City of Waterloo Contract No. 1076 Page 108 of 236 GUTTER HOLLOW METAL 24"x24" LOUVER IN 8" CAST -IN -PLACE CONCRETE ROOF VENTS, ASPHALT SHINGLES, 8" CMU OPEN FACE DOWNSPOUT DOOR & FRAME- DOOR WALL W/ VERTICLE FORM REFER TO MEPT BLACK PT2 WITH SPLASH BLOCK PT1 TYP. JOINTS, PAINT PT1 17-11 3/8" 3 7/8"- ■■■■■■■■ rmWmW y 2'-0" 3 7/8"- AMPHITHEATER RESTROOM -WEST ELEVATION 1 /4" = 1'-0" 8" CAST -IN -PLACE CONCRETE 8" CMU WALL W/ VERTICLE FORM PT2 JOINTS, PAINT PT1 3 3/4" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" DRINKING FOUNTAIN 32'-7 5/8" 4'-0" TYP. ASPHALT GUTTER OPEN FACE DOWNSPOUT SHINGLES, BLACK 4'-6 5/8" WITH SPLASH BLOCK '-11 7/8" 4'-6 5/8" 1 3 7/8" iTtaMkU►MMirVffili`i lir`ii irl`illfiAWirdi MTili r- === =Mii==■■ M■■■■■■1■■`■■IMIh ■■■_' ===• ■■■■■ 1■■=■1■11■■■■1■■1u■■ 1■■■■ ■■■■■■■■11■■■■■■■ 1 ■■■■■■■■■■1■11■■■■1■■1 ■ 1 1■■■■u1V1■■■■■■■ 11■■■■■ME■ 1 ■■■■_IJ•■■■I■I■■■■■■1 ■ _1■■■■ 1111■■■■■MI1= �1 ■11 ■■ ■■■■17l_ ■I ■ AMPHITHEATER RESTROOM - SOUTH ELEVATION 1 /4" = 1'-0" OPEN FACE DOWNSPOUT WITH SPLASH BLOCK 8" CMU PT2 GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, DOOR NUMBERS, AND DIMENSIONS. 2. PLACEMENT OF WALL MOUNTED ITEMS (FIRE STROBE, DOOR OPERATOR BUTTON, WALL HYDRANTS, ETC) ARE DIMENSIONED TO CENTERLINE OF ITEM. 3. HATCHED AREA IS FOR REFERENCE ONLY. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. CAST -IN -PLACE CONCRETE WALL TO BE FORMED WITH VERTICAL BOARD AND BATTEN FORM LINER. FORM TIES ARE TO BE CONE STYLE TIES AND PATCHED. PROVIDE CONCRETE FORM COORDINATION DRAWINGS FOR REVIEW. CONCRETE TO BE STAINED DARK GREY. 6. ALL EXPOSED STEEL IS TO BE FINISHED WITH A HIGH PERFORMANCE COATING. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL HIGH PERFORMANCE CRITERIA. GUTTER ASPHALT SHINGLES, ROOF VENTS, 8" CAST -IN -PLACE CONCRETE HOLLOW METAL 24"x24" LOUVER BLACK REFER TO MEPT WALL W/ VERTICLE FORM JOINTS, DOOR & FRAME- IN DOOR PAINT PT1 PT1 TYP. AMPHITHEATER RESTROOM - EAST ELEVATION 1 /4" = 1'-0" GUTTER 1'-11 7/ 4'-6 5/8" 4'-6 5/8" 8" CMU PT2 4'-6 5/8" ASPHALT SHINGLES, 8" CAST -IN -PLACE CONCRETE BLACK WALL W/ VERTICLE FORM WITH SPLASH BLOCK JOINTS, PAINT PT1 4'-6 5/8" OPEN FACE DOWNSPOUT 4'-6 5/8" 1 3 7/8" agl A■■II■■■_J■■I■■■■■■■1■■—J■■■N■IM�■1' AMPHITHEATER RESTROOM - NORTH ELEVATION THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description 1 4/14/2023 ADDENDUM 01 7 10/13/2023 C05 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Designed By : SPD & BV Reviewed By : AMPHITHEATER RESTROOM - EXTERIOR ELEVATIONS Category Sheet City of Waterloo Contract No. 1076 Page 109 of 236 0 Lu 2 0 COPYRIGHT TYP EXPOSED FASTENER METAL ROOF PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED COLUMN WITH HIGH . . OPERFORMANCE FINISH PICNIC SHELTER - SIDE ELEVATION 1/4" =1'-0" EXPOSED FASTENER METAL ROOF COLUMN WITH HIGH PERFORMANCE FINISH PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED 2' T&G WOOD DECKING 4"/ /0, PICNIC SHELTER - FRONT ELEVATION 1/4" =1'-0" T&G WOOD DECKING PRE -FINISHED FACIA TO MATCH DARK BRONZE ANODIZED PICNIC SHELTER - REAR ELEVATION 1/4" =1'-0" T.O.B. ouik 9'-4„ FIRST FLOOR I1 0'-0" COLUMN WITH HIGH PERFORMANCE FINISH rr: EXPOSED FASTENER METAL ROOF T.O.B. 9'-4" FIRST FLOOR I1 0'-0" T.O.B. 9'-4" SECTION - TYPICAL 1/2" = 1'-0" PREMANUFACTURED PICNIC STRUCT.O.B. 9'-4" T&G WOOD DECKING CONCRETE SLAB - REFER TO STRUCTURAL VAPOR RETARDER, TURN UP AT SLAB EDGE ATTACH COLUMN TO FOUNDATION PIER. VERIFY W/ MANUFACTURER INSTRUCTIONS. C05 1/2" EXPANSION MATERIAL CONCRETE PAVING - REFER TO STRUCTURAL & CIVIL FIRST FLOOR 0' _.0" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CAST -IN -PLACE CONCRETE FOOTING - REFER TO STRUCTURAL L 3'-3" 13'-6" 3'-3" 20'-0" 7 PICNIC SHELTER - FLOOR PLAN 1/4" - 1'-0" KEYNOTES Keynote Text 01 STRUCTURAL COLUMN, PAINT, PT1. 09 ROOF OVERHANG ABOVE 11 CAST -IN- PLACE CONCRETE FOOTING - REFER TO STRUCTURAL DETAILS FOR MORE INFORMATION. NOTE: NORTH GATES SHELTER SHALL BE OWNER SUPPLIED AND SHALL BE INSTALLED BY THE CONTRACTOR, INCLUDING CONCRETE FOOTINGS.... AND PAVEMENT. INSTALL SHELTER STRUCTURE AS PER MANUFACTURER RECOMMENDATIONS ALONG WITH ELECTRICAL AND LIGHTING COMPONENTS AS DETAILED ON THE MEPT PLANS AND SPECIFICATIONS. SOUTH GATES SHELTER SHALL BE SUPPLIED AND INSTALLED BY THE OWNER (NOT IN CONTRACT). AS PART OF WORK FOR ALTERNATE 1, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF CONCRETE FOOTINGS AND PAVEMENT ALONG WITH ELECTRICAL AND LIGHTING COMPONENTS AS DETAILED ON THE MEPT PLANS AND SPECIFICATIONS. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 2 5 6 7 4/20/2023 5/05/2023 9/15/2023 10/13/2023 Description ADDENDUM 02 ADDENDUM 05 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title PICNIC SHELTER DETAILS Category Sheet A4.20 City of Waterloo Contract No. 1076 Page 110 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT BUILDING SECTION - SPLASH PAD (L) 1/4" = 1'-0" II II - II III III III IIIt III III III III III III III III III III III III BUILDING SECTION - SPLASH PAD (C) 1/4" = 1'-0" T.O.B. 9'-4" 1ST FLOOR 0 0'-0" 1ST FLOOR ou 0'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore .Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title BUILDING SECTIONS Category Sheet A5.10 City of Waterloo Contract No. 1076 Page 111 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SIM. _AIr_r •i I l�fifi1�� - III i C05 E •-a •-a •a •-a •-a •-a •-a •-a •-a n i /BM 41M1= ml om ' m gm m tmi • D':IY 1'1 1'1'1'1 1 1:• :• !!`i'+1'+ 1'+R3+R3+R•3t1't1'e• e• 1't1'1*R$#$"R�1� �`•*._*bv v1 1 1' �i1iei-•ili-•i i i1. • - - - - - • • • • ezesisisisiii AMPHITHEATER RESTROOM - BUILDING SECTION 1/4" = 1'-0" AMPHITHEATER - BUILDING SECTION 1/4" = 1'-0" O ?I ez1 1 1 it.1 1'I'I ....:.:.:.:.:.: T.O.B ARC R.R. FLOOR_A.R.Fik . 0'-0" ROOF AMP 13'-0" STAGE HEIGHT 2'-4-4" 1 GR)IDE 0' -0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore .Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Description C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title BUILDING SECTIONS Category Sheet A5.11 City of Waterloo Contract No. 1076 Page 112 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT WALL SECTION RAFTERS, REFER TO STRUCTURAL PLYWOOD SHEATHING ASPHALT SHINGLES, BLACK 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER T.O.B. 9'-4" METAL SOFFIT 2X WOOD PLATE CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE REFER TO CIVIL FOR GRADING AND PAVING 1ST FLOOR 0'-0" NEW EARTH BACKFILL FREE DRAINING GRANULAR --- FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL REDUNDANT/UNUSED WALL SECTION WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X4 WOOD PLATE 5/8" PLYWOOD CEILING. PAINT T.O.B. 9'-4" CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE 1ST FLOOR obk 0'-0" CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOOTING - REFER TO STRUCTURAL 1 WALL SECTION 3/4" = 1'-0" C05 ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER, DARK BRONZE VENTED SOFFIT, FULL PERIMETER 2X OD PLL E CAST -IN -PLACE CONCRETE 1/2" EXPANSION MATERIAL VAPOR RETARDER, TURN UP AT SLAB EDGE REFER TO CIVIL FOR GRADING AND PAVING 1ST FLOOR 0'-0" NEW EARTH FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL EXISTING UNDISTURBED EARTH THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 7 9/15/2023 10/13/2023 Description C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL SECTIONS Category Sheet A5.20 City of Waterloo Contract No. 1076 Page 113 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT C05 WALL SECTION REFER TO CIVIL FOR GRADING AND PAVING FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 CONCRETE FOOTING - REFER TO STRUCTURAL WALL SECTION STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description 6 9/15/2023 C04 7 10/13/2023 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title WALL SECTIONS Category Sheet A5.21 City of Waterloo Contract No. 1076 Page 114 of 236 SIM 1110 SIM WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X WOOD PLATE 5/8" PLYWOOD CEILING. PAINT T.O.B A.R.R. 9'-4" CONCRETE MASONRY UNITS 1/2" EXPANSION MATERIAL EXTERIOR CONCRETE SLAB, REFER TO STRUCTURAL FLOOR A.R.R. 0'-0" • VAPOR RETARDER, TURN UP AT SLAB EDGE CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOOTING - REFER TO STRUCTURAL REDUNDANT/UNUSED WALL SECTION 3/4" = 1'-0" REDUNDANT/UNUSED WALL SECTION 3/4" = 1'-0" SIM i SIM SIM WALL SECTION 3/4" = 1'-0" ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING RAFTERS, REFER TO STRUCTURAL 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING 5" BOX GUTTER, DARK BRONZE T.O.B A.R.R. 9'-4" VENTED SOFFIT, FULL PERIMETER 2X WOOD PLATE. VAPOR RETARDER, TURN UP AT SLAB EDGE 1/2" EXPANSION MATERIAL FREE DRAINING GRANULAR. FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL CONCRETE FOOTING - REFER TO STRUCTURAL THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 Designed By : SPD & BV Reviewed By : BV WALL SECTIONS Category Sheet A5.22 City of Waterloo Contract No. 1076 Page 115 of 236 GUTTER APRON 5" BOX GUTTER T.O. B. 9'-4" PREFINISHED SHEET METAL FLASHING, MATCH DARK BRONZE VENTED SOFFIT 5/8" PLYWOOD CEILING ABOVE RESTROOMS BOND BEAM, SEE STRUCT FOR SIZING AND LOCATION FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CMU / INTERIOR FOUNDATION ASPHALT SHINGLES, BLACK PLYWOOD SHEATHING 5/8" PLYWOOD CEILING. PAINT RAFTERS, REFER TO STRUCTURAL 2x8 WOOD PLATE CENTERED ON CIPC WALL SOFFIT, VENTED CAST -IN -PLACE CONCRETE WALL C.I.P. CONCRETE / RAFTER FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CIPC / CONCRETE FLOOR SLAB 2X8 WOOD PLATE, CENTERED ON 8" CMU WALL THRU-WALL FLASHING W/ DRIP EDGE BOND BEAM, SEE STRUCTURE FOR SIZING AND LOCATION TRANSLUCENT PANEL AT ROOF CMU / EXTERIOR FOUNDATION SOFFIT, WITH VENT THRU-WALL FLASHING W/ DRIP EDGE BOND BEAM, SEE STRUCT FOR SIZING AND LOCATION NEW EARTH BACKFILL 1ST FLOOR Obi 0'-0" FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 AECOM, Inc. 501 Sycamore Street, Suite Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Page 117 of 236 2X6 FACIA W/ PREFINISHED SHEET METAL FLASHING EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE Adik ROOF AMP 13'-0" STRUCTURAL STEEL TAPPERED STEEL 1/2" EXPANSION MATERIAL STAGE HEIGHT I1 22'-4" I. CONCRETE FOUNDATION WALL, REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 VAPOR RETARDER, TURN UP SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOILD ENGINEERING REPORT KNEE WALL STAGE PAINTED CONCRETE MASONRY UNIT: PT2 STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 1ST FLOOR PLAN - AMP - COL/CMU CMU/FD DTL INT/INT 8" FOUNDTOIN WALL CMU/FD DTL INT/EXT EXTERIOR CMU WALL: ALIGN INTERIOR FACE OF CMU WITH INTERIOR FACE OF CAST -IN -PLACE CONCRETE WALL BELOW. CAST -IN -PLACE CONCRETE WALL, REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE, PT1 CIPC/CMU 1/2" EXPANSION MATERIAL FLOOR A( - j� 0' 0" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE. DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT CIPC @ FF / SLAB ROOF AMP 1 1 /2" = 1'-0" CMU AMP 1 1 /2" = 1'-0" FD/CMU STAGE RAMP DET 01 1 1 /2" = EPDM DENSDECK PLYWOOD SHEATHING 2X6 TONGUE & GROOVE ROOF AMP I1 13'-0" V STRUCTURAL STEEL, REFER TO STRUCTURAL, PAINT PT1 STEEL COLUMN AND ATTACHMENT TO CMU WALL, REFER TO STRUCTURAL, PAINT PT1 STONE CAP STEEL FLASHING W/ EPDXY SEALANT 8" CMU PT2 STEEL COLUMN, REFER TO STRUCTURAL, PAINT, PT1 8" CMU PT2 1/2" EXPANSION MATERIAL STAGE HEIGHT A 2'-4" VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL & SOIL ENGINEERING REPORT 1/2" EXPANSION MATERIAL CAST -IN -PLACE CONCRETE WALL - REFER TO STRUCTURAL, EXPOSED PORTION TO BE FORMLINED AND PAINTED TO MATCH DARK BRONZE (PT1) GRADE CONCRETE RAMP - REFER TO CIVIL FOR GRADING AND PAVING VAPOR RETARDER, TURN UP AT SLAB EDGE FREE DRAINING GRANULAR FILL - REFER TO STRUCTURAL, CIVIL, AND SOIL ENGINEERING REPORT THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 10/13/2023 Issue Date : 3/22/2023 Drawn By : SPD & NB Sheet Title Description C05 DETAILS Designed By : SPD & BV Reviewed By : Category Sheet City of Waterloo Contract No. 1076 Page 118 of 236 3'-1" 2'-0" 7.11y 3 •25.0 -v TRASH SPACE 2 PHEN1 3 140.24 7.11 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 2'-1" 1'-0" ♦ ♦ ° d TYP TRASH GROMMET DETAIL 1 1 /2" = 1'-0" INTERIOR FINISH LEGEND TAG MANUFACTURER STYLE COLOR SIZE COMMENTS ORDER 1 FLOOR CONC1 LIGHTLY BRUSHED CONCRETE REFER TO SPECIFICATION FLOOR CONC2 REFER TO SPEC SECTION FLOOR MILLWORK PHEN1 MOTTLAB MANUFACTURING PHENOLIC RESIN CASEWORK - FUNDERMAX 2286 FH WHITE SYRINGA - PROVIDE PHENOLIC FINISHED CASEWORK, REFER TO SPECIFICATION MILLWORK SSM1 FORMICA - 410 ARGENTO TERRAllO MATRIX 1/2" THICK PROVIDE 1" THICK GRADE A PLYWOOD SUBSTRATE, PAINT EXPOSED EDGES BLACK MILLWORK MISC PT1 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED DOORS, FRAMES, MASONRY, AND CONCRETE TO MATCH DARK BRONZE FRAMING COLOR UNLESS OTHERWISE NOTED MISC PT2 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED MASONRY AND CONCRETE TO MATCH TAN COLORED/LIMESTONE BLOCK UNLESS OTHERWISE NOTED MISC TP1 SCRANTON PRODUCTS HINY HIDERS PARTITIONS CHARCOAL GREY ORANGE PEEL 72" H FLOOR MOUNTED OVERHEAD BRACED MISC WALL EPT1 PPG INDUSTRIES EPDXY PAINT PPG 1010-1 PEGASUS WALL REFER TO ELEVATION FOR COUNTER FINISH GROMMET WITHIN SOLID SURFACE COUNTER - EASE EDGES. REFER TO FLOOR PLAN FOR LOCATION, TYP END OF APRON TO BE FINISHED WITH EDGE BANDING, TYP TRASH BIN FOR REFERENCE, OF01 of CI- 1 1) REFER TO ELEVATION FOR 2'-1" COUNTER FINISH 10" • 8" ti 1 O) METAL 4X4 TUBING, REFER TO FLOOR PLAN FOR LAYOUT INTENT; WELD ALL JOINTS, REFER FOR FLOOR PLAN FOR LAYOUT INTENT SKIRT BOARD PHEN1, PROVIDE ACCESS PANELS, REFER TO ELEVATIONS PROVIDE FPRESSURE TREATED BLOCKING AS REQUIRED ANGING COUNTER BLOCKING DETAIL 2" = 1'-0" INTERIOR MATERIAL LEGEND MATERIAL LABEL MATERIAL DESCRIPTION ACR ACRYLIC MATERIAL ACT ACOUSTICAL CEILING TILE AND GRID AMC ACOUSTIC METAL CEILING AP ACOUSTIC PANEL CC CUBICLE CURTAIN CG CORNER GUARD CONC CONCRETE CPT CARPET EF EPDXY FLOORING EPT EPDXY PAINT EX EXISTING FAB FABRIC GF GRAPHIC FILM GR GROUT GWC GRAPHIC WALLCOVERING GYP GYPSUM WALL BOARD LKR LOCKER MKBD MARKERBOARD MP METAL PANEL PLAM PLASTIC LAMINATE PT PAINT QZ QUARTZ RB RESILIENT BASE RF RESILIENT FLOORING SSM SOLID SURFACE MATERIAL SST STAINLESS STEEL STO STONE TK TACKABLE SURFACE TL TILE TP TOILET PARTITION TZ TERAZZO WB WOOD BASE WC WALLCOVERING WD WOOD WOC WALK OFF CARPET WP WALL PROTECTION WT WINDOW TREATMENT 2'-1" ♦ ti ♦ 8" N 1 10" 0) d - e, d TYP ADA APRON SINK DETIAL 1 1 /2" = 1'-0" REFER TO MEP FOR EXACT PLUMBING FIXTURES, FOR REFERNCE ONLY REFER TO ELEVATION FOR COUNTER FINISH SKIRT BOARD PHEN1, PROVIDE ACCESS PANELS, REFER TO ELEVATIONS PROVIDE FPRESSURE TREATED BLOCKING AS REQUIRED GENERAL FINISH NOTES: 1. / / INDICATES FLOORING DIRECTION 2. ALL EXPOSED CONCRETE SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT CONSTRUCTION PROCESS. INTERIOR CONCRETE TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED. 3. CAULKS OR SEALANTS TO MATCH ADJACENT MATERIAL COLOR, REVEAL COLORS OR GROUT COLORS. 4. FLOORING MATERIAL CHANGES SHALL OCCUR AT CENTERLINE OF DOOR LEAF FOR SWINGING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 5. FLOORING MATERIAL CHANGES SHALL OCCUR AND ALIGN WITH EDGE OF WALL ON DOOR SIDE FOR SLIDING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 6. FLOORING MATERIAL AND PATTERN TO CONTINUE UNDER ALL OPEN MILLWORK AND WORKSURFACES, EXTENDING TO WALL OR BASE CABINET. 7. REFER TO FLOORING TRANSITION DETAILS FOR LOCATIONS TO RECEIVE TRANSITIONS. NOT ALL LOCATIONS WHERE FLOOR TYPES DIFFER SHALL RECEIVE TRANSITIONS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 8. FLOORING TRANSITIONS MAY BE DESIGNATED BY TEXT AND/OR HATCH PATTERNS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 9. UNDERCOUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL SURFACE, UNLESS OTHERWISE NOTED. 10. GYP BD CEILING TO BE PAINTED, UNLESS OTHERWISE NOTED. SEE REFLECTED CEILING PLANS AND ELEVATIONS FOR ACCENT PAINT LOCATIONS. 11. EXPOSED CEILING STRUCTURE, INCLUDING, BUT NOT LIMITED TO PIPING, DUCTWORK, BEAMS, TRUSSES, SUPPORTS, DECKING AND SIMILAR TO BE PAINTED, UNLESS OTHERWISE NOTED. 12. GRILLES, LOUVERS, VENTS, ELECTRICAL CABINETS, AND SIMILAR TO BE PAINTED TO MATCH ADJACENT SURFACE, UNLESS OTHERWISE NOTED. 13. ALL HOLLOW METAL DOORS, HOLLOW METAL DOOR FRAMES & HOLLOW METAL WINDOW FRAMES TO BE PAINTED, UNLESS OTHERWISE NOTED. 14. UNDERSIDE OF STAIR ASSEMBLIES, RAILING, STRINGERS, AND HANDRAILS TO BE PAINTED, UNLESS OTHERWISE NOTED. 15. ACCENT PAINT COLORS TO BE PAINTED CORNER TO CORNER OF NOTED WALL IN PLAN, UNLESS OTHERWISE NOTED. 16. PAINTED WALLS IN RESTROOMS AND JANITOR TO BE EPDXY PAINT, UNLESS OTHERWISE NOTED. 17. NO BASE TO BE APPLIED TO BRICK, CMU, PRECAST, STONE OR TILE WALL LOCATIONS, UNLESS OTHERWISE NOTED. IF DISCREPENCY ARISES, CONSULT DESIGNER. 18. ALL MOP SINK LOCATIONS TO RECEIVE FRP PANELS ON ADJACENT WALLS AT MOP SINK, 4'-0" HIGH, UNLESS OTHERWISE NOTED. 19. PROVIDE FINISH MOCKUPS AS INDICATED ON FINISH PLANS, INTERIOR ELEVATIONS, REFLECTED CEILING PLANS AND/OR SPEC. PROVIDE ONSITE VISITS WITH ARCHITECT/DESIGNER FOR REVIEW AS INDICATED. 20. REFERENCE INTERIOR ELEVATIONS FOR CASEWORK & OTHER VERTICAL SURFACE FINISHES. 21. FINISH LEGEND SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. FINISH BOX KEY ROOM RM # WALLS BASE FLOORS REMARKS FLOOR FINISH LEGEND: CONC1 CONC2 WALL FINISH LEGEND: FIELD PAINT, EPT1 1. COLORS, HEIGHTS AND TYPES MAY VARY. REFERENCE ELEVATIONS, CEILING PLANS, FINISH LEGEND & SPECIFICATIONS FOR MORE INFORMATION. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 1 2 6 4/14/2023 4/20/2023 9/15/2023 Description ADDENDUM 01 ADDENDUM 02 C04 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title FINISH SCHEDULE & CASEWORK DETAILS Category Sheet A7.11 City of Waterloo Contract No. 1076 Page 120 of 236 WALL FINISH LEGEND: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH 0 STORAGE 128 X XXXXXX XX,XXXXXXXXXXX MECH/STORAGE 127 .CONC2� ► a a / e a ► AI L db a 1► 4e 1 di MEWSI I► RSTROOM 1 a - 1 _WOMEN.' _ ° '► Qd I © V RESTR 0 M d ° 1 0125 d ° ► d '_ -126 ► PT1/PT2 a a ° a � [ ) PT /PT2 �1 l ° CONC2 o 6, di II ► a i d r DRINKING FOUNTAIN, SEE MEP 1ST FINISH FLOOR PLAN-AMPITHEATRE RR 1 /4" = 1'-0" DRINKING FOUNTAIN, SEE MEP j-- NORTH 0 T T PT1/PT2 . AL AM ON\ ALA N\ AL AM �N\ALAEON\ AL W W W;�► PUMP ROOM 104 1ST FINISH FLOOR PLAN -SPLASH PAD FIELD PAINT, EPT1 1. COLORS, HEIGHTS AND TYPES MAY VARY. REFERENCE ELEVATIONS, CEILING PLANS, FINISH LEGEND & SPECIFICATIONS FOR MORE INFORMATION. ., 1 ® T 0 1 RESTROO 1ir ea PT1/PT2 n�ii�l►[iiio \WI r!IS 1rl 01110 PT1/PT2 4' r /g 0V 1R A ''PHw v M i l 0 / STORAGE 103I PT1/PT2 CONC2 DRINKING FOUNTAIN, SEE MEP 1 /4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 2 6 7 4/20/2023 9/15/2023 10/13/2023 Description ADDENDUM 02 C04 C05 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title RESTROOM FINISH PLANS Category Sheet A7.21 City of Waterloo Contract No. 1076 Page 121 of 236 DESIGN CRITERIA GENERAL NOTES F9) Provide corner bars in footings the same size and number as the continuous reinforcing, lapped 2'-0" with main steel. S4) All welding shall be done by AWS certified welders with experience and certification in the types of welding indicated. Certificates shall not have lapsed due to disuse for 6 months. 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT DI) Codes: International Building Code, 2021 American Concrete Institute 318-19 American Institute of Steel Construction Specification for Structural Steel Buildings 360-16 American Iron and Steel Institute American Society of Civil Engineers / Structural Engineering Institute ASCE/SEI 7-16 Building Code Requirements for Masonry Structures TMS 402-16 D2) Dead loads: Roof dead load: D3) Live loads: Snow load: Ground snow load: Flat -roof snow load (minimum): Snow exposure factor: Thermal factor: Snow importance factor: Slope factor: 20 psf Pg= 30 psf Pf= 25 psf Ce= 1.0 Ct= 1.0 Is= 1.00 Cs=1.0 Roof load (minimum): 20 psf D4) Lateral loads: Wind: Ultimate design wind speed: Risk category: Wind exposure: Interior pressure coefficient (+/-): 107 mph I I B GCpi= 0.55 Seismic: Design Category: A Risk category: II Importance factor: le= 1.00 Mapped spectral response acceleration: Ss= 0.058 S1= 0.048 Site class, D , Spectral response coefficients: Sds= 0.061 Sd1= 0.077 (> Basic seismic -force -resisting system: Design base shear: Response coefficient: Response modification factors: Analysis procedure used: Ordinary Reinforced Masonry Shear Walls Ordinary Reinforced Concrete Shear Walls Steel Moment Frames V= 5.1 kip (Splash Pad) V= 1.5 kip (Amphitheater) V= 3.4 kip (Restroom) Cs= 0.0177 (Splash Pad) Cs= 0.0177 (Amphitheater) Cs= 0.0177 (Restroom) R= 3.5 (Splash Pad) R= 3.5 (Amphitheater) R= 3.5 (Restroom) General Structural Integrity Equivalent Lateral Force Analysis D5) Net allowable soil bearing pressures: (A soils report is on file with the architect for additional information.) Column footings: Wall footings: 2000 psf 2000 psf D6) Concrete strengths - Minimum 28 day f'c (145 pcf density unless noted otherwise) Typical -unless noted otherwise: Footings: Foundation walls: Slabs on grade Interior: Slabs on grade Exterior: GI) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming. G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the Design Professional. G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc. The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum. G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the Design Professional. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager/general contractor. G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall be reviewed by the Design Professional for conformance with design concept only. Review by the Design Professional shall not begin without the prior coordination and review by the construction manager/general contractor. Work shall not begin without the review by the Design Professional. G6) Details and notes on the structural drawings are intended to be typical for similar situations elsewhere. Verify all dimensions with the architectural drawings. Do not scale drawings; use dimensions provided only. G7) Options are for the contractors convenience. The contractor shall be responsible for all changes necessary if they choose an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor. G8) The cost of additional design work due to errors or omissions in construction shall be borne by the contractor. G9) Any engineering design provided by others and submitted for review or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa. G10) All elevations given thus (+10'-0") are to top of footing, joist bearing, top of steel, top of slab, etc. with reference to the finished first floor slab = (0'-0"). CONSTRUCTION PROCEDURES AND SAFETY REQUIREMENTS P1) Comply with all applicable city, county, state, and federal laws, including the Occupational Safety and Health Act (OSHA) and regulations adopted pursuant thereto. P2) The contract structural drawings and specifications represent the finished structure. Unless otherwise indicated, they do not indicate the means or methods of construction. P3) Provide all measures necessary to protect the workers and other persons during construction. Provide all necessary measures to avoid excessive stresses and to hold the structural elements in place during construction. Such measures shall include, but not be limited to, bracing, shoring for construction equipment, shoring for earth banks forms, scaffolding, planking, safety nets, support and bracing for cranes and hoists, guying, etc P4) Engage properly qualified persons to determine where and how temporary precautionary measures shall be used. Observation visits to the site by structural engineer's field representatives shall not include the items noted above. 4000 psi P5) Supervise and direct the work so as to maintain sole 3000 psi responsibility for all construction means, methods, techniques, 4500 psi sequences, and procedures. Retain the services of a professional 4000 psi structural engineer licensed in the state of Iowa to design and 5000 psi supervise any scaffolding for workmen, and all shoring of forms and elements of the construction. D7) Reinforcing steel shall be high strength new billet steel conforming to the following: Deformed bars: Welded wire reinforcing: Masonry joint reinforcing: D8) Masonry: Hollow Concrete Block Units (CMU): grade N, fm=1500psi Brick Units: Grade SW, fm=2500psi ASTM A615, Gr. 60 (unless otherwise noted) ASTM A1064 ASTM A951 Mortar: Type S for reinforced structural masonry, exterior masonry, and masonry below grade. Mortar shall conform to ASTM C270 and shall conform to the proportion specifications or the property specifications. Grout: Conform to ASTM C476 D9) Structural steel: W- shapes: Other rolled shapes and connection material: Stiffener plates: Pipe: Anchor bolts: High Strength bolts: Structural tubes: A992 ASTM A36 ASTM A36 ASTM A53, Gr. B ASTM F1554, Gr.36 ASTM F3125, Gt. A325 (3/4" diameter U.N.O.) ASTM A500, Gr. C SPECIAL INSPECTION REQUIREMENTS SRI) The following types of work require special inspection based on section 1705 of the 2021 International Building Code. See Specification section 014500 for specific requirements. The owner will employ special inspectors who shall provide special inspections during: a) Earth Work b) Cast -in -place Concrete. c) Structural Masonry. d) Structural Steel. P6) Any engineering design provided by others and submitted for review and/or record shall bear the stamp and signature of a professional structural engineer licensed in the state of Iowa. FOOTINGS AND FOUNDATIONS F1) All footings shall be placed onto firm undisturbed soil or controlled compacted fill as directed by the project soils consultant report recommendations. Footing elevations shown designate a minimum depth of footings where a safe soil bearing pressure is expected (see Design Criteria). Footings shall be lowered and piers and/or walls extended as required to reach the design bearing pressure. F2) General machine excavation for footings done more than 12 hours before the footing is placed shall stop not less than 4" above the elevation of bottoms of footings. Final excavation to the required undisturbed soil elevation shall be done not more than 12 hours before the footing is placed. The excavation shall be crumbed clean. F3) All foundation excavations shall be inspected and certified by a qualified independent soils testing firm. F4) No footing shall be placed onto or against sub -grades containing free water, frost, or ice. F5) Unless noted otherwise, all footings shall be centered under walls, piers, or columns. F6) Where required, all necessary changes in elevation of wall footings shall be made in steps of 1 vertical to 2 horizontal. Location of steps shall be coordinated with the wall forming system and at least 2'-0" apart. F7) Longitudinal reinforcing in wall footings shall be continuous at step downs. Slope or step bottom bars in wall to follow steps in footing unless otherwise shown. See typical step-down footing detail. F8) Lap wall footing reinforcing 24 bar diameters or a minimum of 1'-6" at splices, unless otherwise noted. F10) Reinforcing in wall footings between columns shall extend into column footings a minimum of 2'-0". F11) Reinforcing in footings shall be accurately placed, spaced, supported, and secured before placing concrete (do not "float" reinforcing into footings). F12) Pipes extending under footings shall be placed before footing is placed and the void produced in laying the pipe shall be filled with concrete. F13) Cross reference architectural and structural drawings to assure proper dimensions and placement of all anchor bolts, inserts, notches, and edges in grade beams, foundation walls, and piers. F14) Backfill placed against walls and grade beams shall be done evenly on both sides. F15) All unacceptable fill and top soil shall be removed from below all proposed slabs -on -grade and the exposed natural soil shall be proof rolled and the compaction verified by a qualified independent soils testing firm prior to placing fill. Areas exhibiting weakness shall be removed and replaced by acceptable compacted fill. F16) See drawings for minimum depth of compacted granular fill that shall be placed under all slabs -on -grade. All fill required to attain final sub -grade for slabs and walls shall be an acceptable material placed and compacted as directed by the project soils consultant report recommendations. CONCRETE AND REINFORCING C1) All concrete work shall conform to the latest edition of the American Concrete Institute Publications: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318, and ACI 347 unless otherwise noted on the drawings. C2) Concrete shall consist of the following: ASTM C150 Type I Portland cement ASTM C33 Normal weight aggregates Potable water Chlorides content shall be limited by ACI requirements for type of exposure. Concrete which will be subjected to repeated cycles of freeze -thaw during the life of the structure shall have a water -cement ratio not exceeding 0.45 and shall contain entrained air. See ACI 301 for additional requirements. C3) Unless otherwise noted, principal reinforcement shall have the following protection: Surfaces cast against & permanently exposed to earth: Formed surfaces exposed to earth or water: Slabs: Beams, columns: Walls (interior surface only): Ties/Stirrups: 3 inches 2 inches 1 inch (top) 3/4 inch (bot.) 2 inches 1 inch 1 1/2 inches C4) All slabs -on -grade, pads, fills, and toppings shall have a minimum of 6 x 6 - W2.9 x W2.9 WWR, unless noted otherwise, placed 1" from top of slab. Lap WWR minimum 2 panels at edges and ends and provide additional reinforcing where shown on the drawings. C5) All slabs -on -grade shall be placed on compacted granular fill. Pitch slabs to drains and provide depressions, where shown on the structural or architectural drawings, without reducing the thickness of slab indicated. For slabs on grade depressions greater than 1", see details for additional reinforcing. C6) Provide slab -on -grade construction joints around each column, against grade beams, interior walls, and between columns and walls. Provide slab joints to form areas not to exceed 15' in length in each direction. See typical details. Submit detailed drawings showing locations of all construction joints. C7) Provide adequate bolsters, hi -chairs, support bars, etc., to maintain specified clearances for the entire length of all reinforcing bars. Provide accessories which are plastic tipped or galvanized with turned up ends for reinforcement at all faces of exposed concrete, interior or exterior. C8) Unless otherwise noted, no concrete shall be placed without a minimum reinforcing of 0.002 times the concrete cross sectional area in each direction. C9) Typical concrete wall reinforcing shall be as follows: Thickness Horiz. Vert. Location 6 inches #4@18 #4@18 Centered 8 inches #4@12 #4@18 Centered 10 inches #4@10 #4@16 Centered 12 inches #4@16 #4@18 Each Face 16 inches #4@12 #4@16 Each Face C10) Continuous reinforcing shall be lapped per CRSI C11) All field bending of reinforcing shall be done cold. Heating of bars will not be permitted. C13) No aluminum of any type shall be allowed in the concrete work unless coated to prevent aluminum -concrete reaction. C14) Maximum O.D. of embedded conduit shall be no larger than 1/3 of the slab thickness. No conduit shall be placed above the welded wire fabric in slabs- on -grade or concrete fill placed onto composite metal deck. C15) Mechanically vibrate concrete except that slabs -on -grade need only be vibrated around under floor ducts and other embedded items. Vibrate tops of columns and drilled piers. C16) Do not cast unexposed walls or grade beams in lengths over 60'-0". Wait 48 hours between adjacent pours. C17) All construction joints between adjacent concrete pours shall be keyed. Joints must be kept free of dirt, debris, form oils, etc. to assure proper bond with adjacent pour or masonry construction. C18) Do not place pipes, ducts, reglets or chases in structural concrete or composite floor systems without approval of the structural engineer through the architect. C19) Floor tolerances: Surface tolerance: Class B. (See ACI 301) Thickness: Plus 1", minus 1/2" slab on grade. Replace any slab with a thickness deviation as directed by the architect. C20) Maximum free drop of any concrete = 6'-0". C21) All bar detailing and accessories to be furnished shall conform to typical details and standards in the latest ACI Standard 315 Detailing Manual, except as otherwise shown, noted, or specified. MASONRY M 1) Masonry construction procedures shall comply with the requirements of IBC 2021-section 2104 and TMS 602. Hot and cold weather construction shall comply with TMS 602. M2) Lay units in running bond. Corners shall have a standard bond by overlapping units. M3) Mechanically vibrate immediately after placing and again about 5 minutes later. M4) Maximum grout lift without cleanouts 5'-4" for block walls and 8 in. for grout between wythes in multiple wythe walls. M5) Tie vertical reinforcing at each end and at 8'-0" maximum vertical spacing. M6) Locate control joints in concrete masonry at 20'-0" maximum spacing, unless specified otherwise, but not less than 2'-0" from a bearing plate or jamb of an opening. Provide grouted keyway joint or pre -manufactured joint assembly at all control joint locations in CMU. M7) In 6", 8", 10", and 12" masonry walls, provide vertical reinforcing in the center of grout, at center of the wall, continuous full height of the wall as follows, unless noted otherwise: a) 1 #5 at corners, intersections, wall ends and jambs, and each side of expansion and control joints. b) 1 #5 @ 48" O.C. typical. M8) Grout all reinforced cells solid full height. Grout all cells solid below grade. M9) Lap splices in masonry reinforcing shall be 50 bar diameters. M10) Provide 2 #5 in 8" minimum depth continuous grouted bond beams at all structural floor, roof lines, and the tops of all parapets. See details for other locations. M11) Place bond beam and lintel reinforcing continuously through expansion and control joints, wrapping bars with 1/8" thick bond breaking tape 2'-0" both sides of joint. Do not splice bond beam reinforcing within 6'-0" of an expansion or control joint. M12) Provide continuous wire lath grout barriers below bond beams. M13) Provide ladder type #9 ga. horizontal joint reinforcing at 16" vertical spacing in walls. Lap reinforcing a minimum of 6". Place masonry joint reinforcement in first and second horizontal joints above and below openings in CMU, extend additional layers 16" minimum each side of opening. Terminate joint reinforcing at the control joint. Provide continuity at corners and wall intersections by using prefabricated "L" and "T" sections. M14) Shop drawings shall show location of reinforcement, openings, and control joints, in plan and in elevation. M15) Do not place pipes, ducts, reglets, or chases in concrete masonry without approval of the structural engineer through the architect. LINTELS L1) Provide lintels over all openings and recesses in masonry construction. L2) All lintels shall have a minimum of 8" end bearing. L3) Precast or reinforced masonry lintels shall be made of the same materials as the surrounding walls. Use 1-#5 (minimum) reinforcing bar top and bottom for each 4" nominal width of masonry. L4) Reinforced masonry lintels, with spans exceeding 4'-0", shall be shored until the masonry wall above the lintel has cured. L5) Fill load bearing masonry cores with concrete under all lintel bearing ends. Fill to extend from edge of bearing plate or concrete beam at a 45 degree angle to a joint block courses below. L6) For all openings not otherwise detailed or scheduled, provide reinforced masonry lintel or steel lintel as scheduled. For interior wall lintels where the bottom of the lintel is exposed in the final condition provide reinforced masonry lintels Reinforced Masonry Lintels: Shall be made of the same materials as the surrounding walls and reinforced as follows: 6" CMU Wall Span Lintel 0 to 4'-0" 8" deep lintel W/ 1-#5 bottom 4'-0" to 8-0" 16" deep lintel W/ 1-#5 bottom 8",10" and 12" CMU Wall Span Lintel 0 to 4'-0" 8" deep lintel W/ 2-#5 bottom 4'-0" to 8-0" 16" deep lintel W/ 2-#5 bottom STRUCTURAL STEEL S1) Structural steel details, fabrication, and erection shall conform to AISC 360-16 "Specification for Structural Steel Buildings" and AISC 303-16 "Code of Standard Practice for Steel Buildings and Bridges" unless otherwise shown or specified. S2) High strength bolts shall be installed in accordance with RCSC "Specifications for Structural Joints Using High -Strength Bolts" latest edition. Bolts are designed as bearing -type connections, unless noted otherwise. S3) Use tension control bolts with all high strength bolts requiring fully tightened conditions. S5) All welds to be E70XX electrodes unless noted otherwise. S6) Field connections shall be welded or bolted. Shop connections shall be welded unless otherwise indicated or approved. Welds indicated with a shop weld symbol may be made in the field with the approval of the structural engineer. S7) Unless noted otherwise, all welds shall be continuous 3/16" throat. All full and/or partial penetration welds shall be fully detailed on the shop drawing. S8) Fabricator shall select AISC simple shear connections for steel beams capable of carrying the reaction force when indicated or 75% of the total uniform load for the given size, span, and grade of beam, as tabulated in the AISC tables for allowable loads. S9) Simple shear connections shall be standard double angle or single shear plates, unless noted otherwise. Select connections from the AISC, Simple Shear Connections Design Aid, latest edition whenever possible. All bolted connections shall have minimum 2 bolts, unless noted otherwise. S10) Shop paint structural steel with a standard primer. S11) All steel beams bearing on masonry shall have a minimum of 8 in. of bearing. Provide 3/8" thick bearing plates 1" less in width than the nominal CMU thickness w/ 2 headed studs. Weld beam to bearing plate. S12) Grout under beam bearing plates and column base plates. S13) Embedment of anchors in masonry, grout, or concrete shall be as follows: Headed anchor bolts: 9" with the head at the embedded end. Headed shear studs: 6" with the head at the embedded end, unless noted otherwise. S14) Cuts, holes, openings, etc., required in structural steel members for the work of other trades shall be shown on the shop drawings. Burning of holes and cuts in the field shall not be allowed, except by written authorization from the structural engineer. S15) Furnish and install miscellaneous steel (curbs, hangers, expansion joint angles, struts, etc.) as called for or as necessary per architectural and mechanical/electrical drawings. S16) See architectural drawings for fireproofing of structural steel. Do not prime members which are to receive spray -on fireproofing unless directed by the architect. S17) See specifications for minimum testing requirements for materials, connections, welding, and erection. ADDED ALT ALUM ANCH APPROX ARCH BM BRG BTW N BLKG BD BOT BLDG CIP CNTR CL CLR CFMF COL COMP CONC CMU CONN CONST CONT CONTR CW DEFL DTL DIAG 0 DIM DBL DWG EA EF ELECT EL ELEV EMBED FOR EQ ERECT (E) or EXISTG EXP EXT FS FV FIN FLR FT FTG FDN or FOUND FRMG GA GALV GYP GYP BD HD HT HPC HORIZ IN ID IF INSUL INT JT JST KO LAM KPFF ABBREVIATIONS ADDITIONAL ALTERNATE ALUMINUM ANCHOR APPROXIMATE ARCHITECTURAL AT BEAM BEARING BETWEEN BLOCKING BOARD BOTTOM BUILDING CAST -IN -PLACE CENTER CENTERLINE CLEAR COLD -FORMED METAL FRAMING COLUMN COMPOSITE CONCRETE CONCRETE MASONRY UNIT CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CURTAIN WALL DEFLECTION DEGREE DETAIL DIAGONAL DIAMETER DIMENSION DOUBLE DRAWING EACH EACH FACE ELECTRICAL ELEVATION ELEVATOR EMBEDMENT ENGINEER OF RECORD EQUAL ERECTION EXISTING EXPANSION EXTERIOR FAR SIDE FIELD VERIFY FINISH FLOOR FOOT FOOTING FOUNDATION FRAMING GAGE OR GAUGE GALVANIZED GYPSUM GYPSUM BOARD HEADED HEIGHT HIGH-PERFORMANCE COATING HORIZONTAL INCH INSIDE DIAMETER INSIDE FACE INSULATION INTERIOR JOINT JOIST KNOCK OUT LAMINATED LT GA LOC LDH LDV LLBB LLH LLV LONGIT MFR MAS MAT MAX MECH MTL MIN MISC NS NOM NIC NTS # or N0 OC OPNG OPP OD OF PARL d PERP PL PLYW D # OR LB PSI PSF PDF PREFAB PRELIM RAD or R RXN REINF REQD RTN REV SCHED SECT SHTHG SHT SLBB SSLT SIM SPA SPECS SQ STD STL STIFF STRUCT TEMP THRU T&G TRANS TYP UNO VIF VERT WWR W/ WD WP X-BRACING X-STRONG XX-STRONG LIGHT GAGE LOCATION LONG DIM HORIZ LONG DIM VERT LONG LEG BACK-TO-BACK LONG LEG HORIZ LONG LEG VERT LONGITUDINAL MANUFACTURER MASONRY MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NEAR SIDE NOMINAL NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING OPPOSITE OUTSIDE DIA. OUTSIDE FACE PARALLEL PENNY PERPENDICULAR PLATE PLYWOOD POUND POUNDS PER SQ. INCH POUNDS PER SQ.FT. POWER DRIVEN FASTENER PREFABRICATED PRELIMINARY RADIUS REACTION REINFORCING REQUIRED RETURN REVISION SCHEDULE SECTION SHEATHING SHEET SHORT LEG BACK-TO-BACK SHORT SLOTTED HOLE SIMILAR SPACE SPECIFICATIONS SQUARE STANDARD STEEL STIFFENER STRUCTURAL TEMPERATURE THROUGH TONGUE & GROVE TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FILED VERTICAL WELDED WIRE REINF WITH WOOD WORKING POINT CROSS BRACING EXTRA STRONG DOUBLE EXTRA STRONG THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL NOTES Category Sheet 50.01 City of Waterloo Contract No. 1076 Page 122 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH SPLASH PAD BUILDING FOUNDATION PLAN 1/4" = 1'-0" - REFERENCE TYPICAL FOUNDATION DETAILS ON SHEET S501 - REFERENCE C1/S5.01 FOR HATCH OPENING PLAN c 0 0 O (5) 33'-4 3/8" 3 7/8" Jr 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" 4'-8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" -3'-0" 2'-0"X1-0" CONTFTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 8" CONC WALL REINF W/ #5@16" VERT & #5@18" OC HOR Ll/ c) O 9 c) O 4 co 4'-0" r L M 9 co 9 N r- O 4'-0" 9 4'-0" -3'-0" 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS r B2 !1 L_ _ XXX XXB<XXXXX STEP F -3'-0"TYP AT ALL INT FTGS STEM FTG I► X X XXXXXX 13'-4" PROVIDE #4X1'-0" EPDXY I i DWLS @ 12" OC FROM SLAB TO PIT WALL (4" EMBED) i STEP FTG I I I I 9 0 6"' J 1 -3'-0" 12" THICK CONC SLAB W/#5@12"OC A WAY TOP & BOT (TOC =-8'-0") 8" CONC FDN WALL W/ #4 @ 12" OC EW 12" THICK CONC SLAB W/ 1 #5@12"OCEWTOP& BOT (TOC=-3'-0") -8'-0" oo ti i0 A 4 1 r XX; X 0000< XXXX 4 40 4 4 4 4 8" CONC FDN WALL BELOW TOW EL = -0'-8" REINF W/ #4 @ 12"OCHOR &#4@ 16"VERT - TYP AT ALL INT WALLS L _ _ _ - - -j XX-XXX XXXXXX X 1'-4"X1'-0" CONC FTG W/ 2-#5 CONT - TYP AT ALL INT WALLS CONC SLAB ON RADE OVER 2'-7" F EE-DRAINING GR NULAR FILL - TYP 5'-1 3/8" 9't11" /\, 4'-0" 0-8"X3'-6" CONC FTG WALL W/ #4 @ 12" OC EA WAY �B3\ S5.01 TYP @ STOOP 9 Cr -3'-0" 2'-0"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS 4'-0" 9 Co 7 9 4'-0" 9 Co — 7 [11-1— J J 4'-0" 9 9 0 N - 7 9 zzr 8" CONC WALL REINF W/ #5© 16" VERT & #5@18" OC HOR 2'-0"X1'-0" CbNT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS -3'-0" A3 S5.01 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 17 RFI 18 10/24/2023 RFI 8 10/17/2023 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title SPLASH PAD BUILDING FLOOR PLAN Category Sheet 51.10 City of Waterloo Contract No. 1076 Page 123 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NORTH 1 SPLASH PAD BUILDING ROOF FRAMING PLAN 1/4" = 1'-0" • SEE STRUCTURAL NOTES FOR LINTEL SIZES 0 CO c'r) 0 co 9 N co 9 N 1 t-10 7/8" TRUSS BRG EL = +9'-5 1/2" 8" CMU WALL W/ #5 @ 48" OC - GROUT REINFORCED CELLS SOLID 2'-3 7/8" 33'-4 3/8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" 4'-8" 4'-9 3/8" 4'-9 3/8" 4'-9 3/8" (8) '(2'-3 7/8" 8" CONC WALL REINF W/ #5©16" TRUSS BRG EL = +9'-5 1/2" OC VERT & #5@18" OC HOR PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC 5/8' APA SHEATHING GIRDER TRUSS l i 8" LOAD REINF W/ @ INT BARING 1EARING CMU WA #4 @ 4'-0" O.C. - T WALLS L P i GIRDER TRUSS 5/8" APA SHEATHING PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC TRUSS BRG EL = +9'-5 1/2" / 8" CONIC WALL REINF W/ #5@16" OC V RT & #5@18" OC I-I0R 0 0 w rn 1- O 0 w w w z 0 z w w ry a 8" CMU WALL W/ #5 © 48" OC -GROUT REINFORCED CELLS SOLID TRUSS BRG EL = +9'-5 1/2" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPEcLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title SPLASH PAD BUILDING ROOF PLAN Category Sheet City of Waterloo Contract No. 1076 Page 124 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT co 0 N co 8" CONC WALL REI 16" VERT & #5@18" 2'-6"X1'-0" CONT FT W/ 2-#5 CONT TOP @18"OCTOP &BO 14'-8" 12'-0" 12'-0" 12'-0" 14'-8" 14 2'-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT TOP & BOT & #4 -3'-0" 18" OC TOP & BOT TRANS 8" CONC WALL REINF W/ #5@16" VERT & #5 (a�18" OC HOR t 5" CONC SLAB ON - GRADE (TOC EL = +0'-0") 8" CONC FDN 1 # 5@12" OC E/ 1 � I< I I 4 5" CONC SLAB SLOPES -ON -GRADE 3'-0"X1'-0" CONT FTG REINF W/ 1A4 1 I 1 1 I I _ I I 1 1 S5.03 1 1 SB 01 3-#5 CONT 18" OC TOP & BOT & #4 @ TOP & BOT TRANS 1 1 I 1 I 1 I 1 1 1 1 -3'-0" E 1 1 1 1 1 L__I L J L--T -J LJ L-J1 1 L J - X X X X XXXXXXXXXXXXX X X XXXXi co /X I 1 — — r 1 D4 1 1 S5.01 1 -3'-0" 1 TOC EL = 2'-4" I I 6'-0"X6'-0"X1'-0" FTG 24" CONC WALL W/ 6-#5 BOT EA WAY VERT & #5@12" 5" CONC SLAB -ON -GRADE l REINF W/ #5@16" OC HOR EF 1 6'-0"X6'-0"X1'-0" FTG W/ 6-#5 BOT EA WAY I I 1 8" CONC \A W/ #5@16" @18" OC I- 2'-6"X1'-0" I W/ 2-#5 CC @18"OC- JFW/#5 OC HOR G REINF 1 (TOC EL = +2'-4") \ w o 1 &BOT &#4 T TRANS 1 1 A3 f S5.03 2'-6"x2'-6" CONC 2'-6"x2'-6" CONC -3'-0" 1 PIER W/ 8-#10 VERT PIER W/ 8-#10 VERT D4 r 1 1 & #3 TIES @ 16" OC 1 6'-0"X6'-0"X1'-0" FTG 1 r 1 & #3 TIES @ 16" OC 7 I/— 6'-0"X6'-0"X1'-0" FTG W/ S5.01 I 1 /l W/ 6-#5 BOT EA WAY 1 6-#5 BOT EA WAY -3'-0" ' 8" CONC FDN WALL i ; -3'-0" 1 L 1 1 - L TOC EL = 1'-8" J l/ L J 2'-0"X1'-0" CONT FTG -3'-0" SIM /_ REINF W/ 2-#5 CONT BOT [-silk A NORTH AMPHITEATER FOUNDATION PLAN 1/4" = 1'-0" ALL W/ WAY ALL REINF VERT & #5 OR ONT FTG REINF NT TOP & BOT & #4 OP & BOT TRANS THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER FOUNDATION PLAN Category Sheet S2.1O City of Waterloo Contract No. 1076 Page 125 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 14'-8" 12'-0" 12'-0" 12'-0" 14'-8" Co Co HSS6X4X3/8 NORTH 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" N X 0 X 0 cn HSS 10X6X1 /2 HSS 10X6X1 /2 HSS10X6X1/2 N W W Q o Q > v) > cn HSS 10X6X1 /2 W W Q o Q > v) > cn \`b X 0 x cn HSS 10X6X1 /2 w > HSS 10X6X1 /2 En— w > ( 13'-6 7/8") 5/8" APA RATED SHEATHING OVER 2X6 T&G DECKING HSS14X6X1/2 HSS 10X6X1 /2 w > 0 x cn HSS 10X6X1 /2 N w 0 En— x 0 > � cn > HSS6X4X3/8 N N x In' x 0 W_ CO o o Q c/) > c/) v) U) _ _ AMPHITHEATER ROOF FRAMING PLAN ( 14'-11 1/8" ) x cn cn X x cn cn X HSS10X6X 1/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 5 Date 12/1/2023 Description CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER ROOF FRAMING PLAN Category Sheet S2.11 City of Waterloo Contract No. 1076 Page 126 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1 NORTH co M co M 9 M CO 0 9 En 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR 1-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT & #4 @ 18" OC TRANS de 3 7/8" "I 32'-0" 4'-6 5/8" S5.04 4'-6 5/8" 13'-113/4" 8" CONC WALL REINF \A/#5@ 16" VERT & #5@18" OC HOR /i4 1/8' 4'-0" 4'-6 5/8" 4'-8" 4'-8" CONT FTG REINF W/ 2-#5 CONT BOT &#4@18"OC RANS AMPHITHEATER RESTROOM FOUNDATION PLAN co 4'-6 5/8" 4'-6 5/8" 13'-11 3/4" 8" CONC WALL REINF W/ #5@16" VERT & #5@18" QC HOR 4'-0" 4 1/8" « "1 f )r)( CONT FTG REIN W/2-#5CONT BOT &#4@18" OC TRAMS 4'-6 5/8" 3 7/8" -3'-0" B1 S5.04 4'-0" co 9 9 TYP @ STOOP 1'-6"X1'-0" CONT FTG REINF W/ 2-#5 CONT BOT &#4@ 18" OC TRANS 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR j 1/4" = 1'-0" • REFERENCE TYPICAL FOUNDATION DETAILS ON SHEET S501 THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. CO 5 Date 12/1/2023 Description CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER RESTROOM FLOOR PLAN Category Sheet S3.1O City of Waterloo Contract No. 1076 Page 127 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT co M 9 (O M NORTH CO TRUSS BRG EL = +9'-5 1/2" 32'-0" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" 4'-8" 4'-6 5/8" 4'-6 5/8" 4'-6 5/8" 1 /(2'-3 7/8" C1 S5.03 8" CMU WALL W/ #5 © L8" TRUSS BRG EL = +9'-5 1/2" O.C. -(GROUT REINFOR ED CELL SOLID PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC 5/8" APA SHEATHING �I I GIRDER TRUSS J 0 TRUSS BRG EL = +9'-5 1/2" - 0 TYP @INT BEARING WALLS 5/8" APA SHEATHING A w cn B3 1- 8" CMU WALL W/ #5 © 48" O.C. -GROUT REINFORCED CELLS SOLID C1 S5.03 — — — _ — — — GIRDER TRUSS S5.03 0 0 I I w 8" LOAD BEARING CMU WALL w REINF W/ #4 @ 4'-0" O.C. - TYP Z @ INT BEARING WALLS z w w c a 1 i co 5/8" APA SHEATHING PRE-ENGINEERED WOOD TRUSSES @ 2'-0" OC W8X10 ( 9'-4„ ) TRUSS BRG EL = +9'-5 1/2" A3 S5.04 AMPHITHEATER RESTROOM ROOF FRAMING PLAN 1/4" = 1'-0" SEE STRUCTURAL NOTES FOR LINTEL SIZES 8" CMU WALL W/ #5 @ 48" O.C. -GROUT REINFORCED CELLS SOLID 8" CMU WALL W/ #5 @ 48" O.C. -GROUT REINFORCED CELLS SOLID TRUSS BRG EL = +9'-5 1/2" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 5 RFI 18 Date 12/1/2023 10/17/2023 Description CHANGE ORDER 5 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title AMPHITHEATER RESTROOM ROOF PLAN Category Sheet S3.11 City of Waterloo Contract No. 1076 Page 128 of 236 ti GRID 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 2'-0" 2x4 KEY IF CONSTRUCTION / JOINT IS DESIRED 2'-0" 4 la PROVIDE CORNER REINF SAME SIZE & SPACING AS HORIZ REINF WALL INTERSECTION D1 TYP CONC WALL PLANS / 1/2" = 1'-0" CONC FDN WALL BELOW - SEE PLAN #5 EA FACE - 4 SIDES TYP LAP #5 HOOKED DOWEL @ TRIM BAR INTO CONC FDN WALL THUS: 1'-6" 1'-6" CMU WALL - SEE PLAN #5X1'-8" EA FACE @ 45° @ EA CORNER OF OPENING - TYP l'-0 1 /4"L A 9 N WALL CORNER CMU WALL - SEE PLAN LAP #5 HOOKED DOWEL @ TRIM BAR INTO CONC FDN WALL THUS: 1'-6" �I� /7/// /7/ f �, p Y 2'-0" TYP - - __ 4j�/:�T d -r 1'-6" D3 SLAB JOINT -SEE TYP DTL CONSTRUCTION JOINT -SEE TYP DTL CENTERLINE OF COLUMN & BASE PLATE ti o 5 STL COLUMN - SEE PLAN BASE PLATE PLACE CONC CAP AFTER ADJACENT SLABS ARE IN PLACE TYP CONCRETE CAP 3/4" = 1'-0" 3/4" CHAMFER DWLS TO MATCH VERT REINF (C2) WALL & SLAB @ FDN % 3/4" = 1'-0" GRID B2 PROVIDE 1" CLEAR COVER TO REINF @ ALL SIDES HATCH OPENING CONC SLAB - SEE DTL A4/S5.01 FOR THICKNESS & REINF • NON -TRIM BAR REINFORCEMENT SHOWN IN HALFTONE FOR CLARITY Al HATCH OPENING REINF PLAN 1/2" = 1'-0" CMU WALL -SEE PLAN FOR SIZE & REINF-GROUT ALL REINF CELLS SOLID GROUT ALL CELLS SOLID BELOW TOP OF SLAB CONC SLAB- SEE PLAN ti EL -SEE PLAN 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 4 GRANULAR FILL - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN MASONRY DWLS TO MATCH VERT REINF 1/2" EXP JT MATERIAL GRIND PROTECTION ANGLE - SEE ARCH U w w SEE ARCH SEE ARCH U\ Ct w w -#4@ 12" 2-#4 CONT o� o #4 DWL @ 2'-0" CONC SLAB - SEE PLAN EL -SEE PLAN ao #4@12" 2-#4 CONT AMPHITHEATER STEPS 1/2" = 1'-0" 3" CONC SLAB W/ #4 @ 12" OC EA WAY EL -SEE PLAN AL CONC WALL - SEE PLAN FOR SIZE & REINF CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN CMU WALL @ FOOTING 3/4" = 1'-0" GROUT ALL CELLS SOLID BELOW TOP OF SLAB GRID \ 3/8" CHAMFER CO 4 CMU WALL - SEE PLAN FOR SIZE & REINF 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN MASONRY DWLS TO MATCH VERT REINF 8" CONC FDN WALL W/#5@12"OC CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN A2 WALL & SLAB @ FDN 3/4" = 1'-0" CO B3 3 SEE PLAN #4 DOWELS THUS: 2'-0" 2'-0" SLOPE DOWN 4—• 3" VOID FORM #4 @ 12" OC #4 @ 12" OC SEE PLAN FOR FTG SIZE & REINF 8" CONC WALL REINF W/ #5@ 16" VERT & #5@18" OC HOR DWLS TO MATCH VERT REINF CONC FTG- SEE PLAN FOR SIZE & REINF EL -SEE PLAN 4aa 4 • - , 4 1/2" EXP JOINT MAT CONC SLAB - SEE PLAN CO \EL -SEE PLAN® CONC WALL - SEE PLAN FOR REINF Y EL -SEE PLAN d� TYP ENTRANCE STOOP 3/4" = 1'-0" CO GRID 77—\// DWLS TO MATCH, VERT REINF ��%X, ° 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN IS WALL & SLAB @FDN GRANULAR FILL - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN 3/4" = 1'-0" CMU WALL - SEE PLAN FOR SIZE & REINF - GROUT ALL REINF CELLS SOLID CONC SLAB - SEE PLAN 3/4" CHAMFER DWLS TO MATCH VERT REINF °I 1/2" EXP JOINT MAT CONC SLAB - SEE PLAN CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF 4- ( D, WALL & SLAB @ FDN 3/4" = 1'-0" WWR EL -SEE PLAN 2x4 KEY CONT 1'-0" x CONC SLAB - SEE PLAN CONSTRUCTION JOINT WWR / SAW -CUT JOINT CONC SLAB - SEE PLAN SAW -CUT JOINT C4 TYP CONC SLAB JOINTS \ ) 3/4" = 1'-0" • CONCRETE SLAB JOINTS SHALL BE EITHER CONSTRUCTION OR SAW -CUT JOINTS • LOCATE CONSTRUCTION JOINTS ON COLUMN CENTERLINE • LOCATE SAW -CUT JOINTS BETWEEN CONSTRUCTION JOINTS • LOCATE SLAB JOINTS AT PARTITIONS WHERE POSSIBLE • MAXIMUM SPACING OF SLAB JOINTS SHALL NOT EXCEED 15'-0" IN ANY DIRECTION 8" CMU W/ #5 @ 48" OC - GROUT ALL REINF CELLS SOLID MASONRY DOWELS TO MATCH VERT REINF CONC SLAB - SEE PLAN EL -VARIES GRID SEE PLAN 64� AMPHITHEATER FDN 1/2" = 1'-0" 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 3-#5 CONT #5 @ 2'-0" OC CONC WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN 16 GRID DWLS TO MATCH VERT REINF #5@12"OCEA WAY TOP & BOT #5 DOWELS @ 12 OC CONC WALL - SEE PLAN FOR SIZE & REINF CONC MAT FTG- SEE PLAN FOR SIZE & REINF A4 l PIT WALL FDN 3/4" = 1'-0" • CONC SLAB - SEE PLAN EL -SEE PLAN #5 @ 12" OC EA WAY EA FACE CONT WATERSTOP EL -SEE PLAN THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 18 10/17/2023 RFI 18 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title S TRUCTURAL DETAILS Category Sheet 55.01 City of Waterloo Contract No. 1076 Page 129 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT 1/2" HILTI HAS-E RODS DRILL & EPDXY W/ HILTI HIT-HY200 (6" EMBED) SET PER SUPPLIER LOCATIONS Z_ 2 (9 COL BY SHELTER SUPPLIER 2'-6" DIA 3/4" CHAMFER w 0 w >� O m g 1- N 3" CLEAR COVER (ALL SIDE) 6-#6 VERT REINF TYPICAL PICNIC SHELTER COLUMN FTG 3/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL DETAILS Category Sheet 55.02 City of Waterloo Contract No. 1076 Page 130 of 236 GRID GRID 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN 8" BOND BEAM WITH #5 CONT 2X6 FACIA - SEE ARCH X X PRE-ENGINEERED WOOD TRUSS - SEE PLAN 2X4 BLOCKING BETWEEN EA TRUSS TRUSS BRG 4111 EL -SEE PLAN HOLDDOWN @ EA TRUSS 2X4 TREATED BOT PL W/ 5/8" DIA EXP ANCHOR @ 4'-0" O.C. OR EQUIVALENT CMU WALL - SEE PLAN FOR SIZE & REINF C1\ TRUSS BEARING @ EXTERIOR WALL WOOD DECKING & SHEATHING - SEE PLAN PRE-ENGINEERED WOOD TRUSS - SEE PLAN TRUSS BRG g EL -SEE PLAN HOLDDOWN @ EA TRUSS 2x4 TREATED BOT PL W/ HILT! 5/8" DIA HUS SCREW @ 48" O.C. OR EQUIVALENT CONC WALL - SEE PLAN FOR SIZE & REINF B1 TRUSS BEARING @ EXTERIOR WALL SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN STL BEAM - SEE PLAN 2X6 FACIA - SEE ARCH SLOPED DECK OVERHANG PRE-ENGINEERED WOOD TRUSS - SEE PLAN 2X4 BLOCKING BETWEEN EA TRUSS TRUSS BRG 41111 EL -SEE PLAN AI HOLDDOWN @ EA TRUSS 2x4 TREATED BOT PL W/ (2)- TFP1475 SCREW @ 2'-0" O.C. OR EQUIVALENT 1" = 1'-0" CO PRE-ENGINEERED WOOD TRUSS - SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN TRUSS BRG EL SEE PLAN 2X4 BOT PL 8" BOND BEAM WITH #5 CONT GRID 2-2X4 BTWN TRUSSES SIMPSON H2.5A @ EA TRUSS CMU WALL - SEE PLAN FOR SIZE & REINF 63 I TRUSS BEARING @ INTERIOR WALL 1" = 1'-0" GRID 1/4/ 1 1/2" GROUT 1/2" EXP JOINT MATERIAL CONC SLAB - SEE PLAN 2 TIES @ TOP OF PIER DOWEL VERT WALL REINF INTO FTG rrn,d STL COL -SEE PLAN 1'-6"X1'-6"X1" BASE PL W/ 4-3/4" HEADED ANCHORS CONC CAP -SEE TYP DTL DEL -SEE PLAN 5-11 0 CONC SLAB -SEE PLAN CONC PIER - SEE PLAN CONC FTG-SEE PLAN FOR SIZE & REINF EL -SEE d d d • a A• Ta • • A3 COL @ CONC PIER 3/4" = 1'-0" N� 8" CMU W/ #5 @ 48" OC - GROUT ALL REINF CELLS SOLID 1'-0"X0'-8"X1" BASE PL W/ 4-3/4" HEADED ANCHORS MASONRY DOWELS TO MATCH VERT REINF 1 1/2" GROUT CONC SLAB - SEE PLAN EL -VARIES GRID SEE PLAN Dg0g0c' SEE PLAN FOR FTG SIZE & REINF II dd STL COL - SEE PLAN \ 1/4 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN EL -SEE PLAN 3-#5 CONT #5 @ 2'-0" OC CONC WALL - SEE PLAN FOR SIZE & REINF A4 AMPHITHEATER FOUNDATION EL -SEE PLAN 3/4" = 1'-0" THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued NO. CO 4 CO 5 Date 9/14/2023 12/1/2023 Description CHANGE ORDER 4 CHANGE ORDER 5 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title S TRUCTURAL DETAILS Category Sheet 55.03 City of Waterloo Contract No. 1076 Page 131 of 236 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS O 1— } a_ 0 PROVIDE DURAGRID PANEL CLIP HOLDOWN @ 2'-0" O.C. 1-4000 1-1/2" DURAGRID GRATING N ` PROVIDE SIMPSON DROP IN ANCHOR TO RECEIVE GRATING CLIP FASTENER CONC MAT FTG- SEE PLAN FOR SIZE & REINF ° as ° CONC SLAB - SEE PLAN #4 DOWELS © 2'-0" OC THUS: 2'-0" 2'-0" CONC FDN WALL - SEE PLAN FOR SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. Cl SUMP PIT DETAIL 3/4" = 1'-0" 3/8" CHAMFER co <V GRID SEE PLAN T < I � Il _1 4 DWLS TO MATCH \ VERT REINF �L- CMU WALL - SEE PLAN FOR SIZE & REINF MASONRY DWLS TO MATCH VERT REINF 1/2" EXP JT MATERIAL CONC SLAB - SEE PLAN pot === ...c7OcAllic24111 EL -SEE PLAN GRANULAR FILL - SEE PLAN CONC FDN WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN /B1\ WALL & SLAB @ FDN \ / 3/4" = 1'-0" Al FOUNDATION WALL 3'-0" LAP — WALL REINF r — — _ — J FTG REINF — i 1'-0" MIN CONTRACTOR'S OPTION- SLOPE 4'-0" NOMINAL (3'-0" MINIMUM) TYPICAL STEPPED FTG GROUT CELLS SOLID @ SUMP PIT 3/8" CHAMFER,N\ CMU WALL - SEE PLAN FOR SIZE & REINF PROVIDE DURAGRID PANEL CLIP HOLDDOWN @ 2'-0" OC 1-4000 1-1/2" DURAGRID GRATING EL -SEE PLAN Alji L3X3X1/4 CONT - W/ 1/2" HILT! KWIK HUS-EZ BOLT @ 2'-0" OC OR EQUIVALENT MASONRY DWLS TO MATCH VERT REINF 8" CONC FDN WALL W/ #5 @ 12" OC SEE PLAN FOR FTG SIZE & REINF EL -SEE PLAN IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID 1-4000 INSERT CLIP HOLD-DOWNS, MODEL #758 AND 1 1/2"X1 1/2"X3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. SUMP PIT DETAIL 3/4" = 1'-0" GRID SEE PLAN FASCIA - SEE ARCH WL-SEE ARCH \ 1/4" CAP PLATE - GRIND\ SMOOTH/ 11 STL BEAM - SEE PLAN 1/2" BOT PL CONT C3 TAPERED EXTERIOR BEAM CONN / 1" = 1'-0" :1\ BUILD CMU TIGHT TO STL BEAM 7"X4"X1/4" BRG PL W/ 2- 3/4"0x6" HEADED ANCH EA END LINTEL AT CMU WALL WOOD DECKING & SHEATHING - SEE PLAN CMU WALL - SEE PLAN FOR SIZE & REINF WELD CMU REINF TO TOP OF LINTEL BM STL BEAM - SEE PLAN 1/4 V 2@12 1 1/2" = 1'-0" FASCIA - SEE ARCH 4EL-SEE ARCH 1/4" CAP PLATE GRIND SMOOTH SEE PLAN STL BEAM - SEE PLAN 3/8" CAP PLATE GRID C4 TAPERED EXTERIOR BEAM CONN 1" = 1'-0" FASCIA - SEE ARCH L-SEE ARCH 1/4" CAP PLATE GRIND SMOOTH B4 1". i'-o" SEE PLAN STL BEAM - SEE PLAN 1/2" BOT PL CONT kEL-SEE ARCH 8" BOND BEAM WITH #5 CONT CMU WALL - SEE PLAN FOR SIZE & REINF 1/4 1/4 3/8" CAP PLATE WOOD DECKING & SHEATHING - SEE PLAN STL COL - SEE PLAN GRID TAPERED EXTERIOR BEAM CONN FASCIA - SEE ARCH SEE PLAN WOOD DECKING & SHEATHING - SEE PLAN EL -SEE PLAN STL COL - SEE PLAN GRID STL BEAM - SEE PLAN WOOD DECKING AND SHEATHING - SEE PLAN 1/4 1/4 ."""\ 1/4 1/4" CAP PLATE GRIND SMOOTH EXTERIOR BEAM CONN 1" = 1'-0" 1/2" BOT PL CONT EL -SEE PLAN — STL COL - SEE PLAN THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description CO 4 CO 5 9/14/2023 CHANGE ORDER 4 12/1/2023 CHANGE ORDER 5 RFI 17 10/24/2023 RFI 8 Issue Date : 3/22/2023 Designed By : Drawn By : Reviewed By : Sheet Title STRUCTURAL DETAILS Category Sheet 55.04 City of Waterloo Contract No. 1076 Page 132 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Greg Ahlhelm, Building Offical Building Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Motion approving the appointment of Bradley Baldwin from the current Civil Service List to the position of Property Safety Inspector in the Building Inspection Department, effective January 3, 2024. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION This position fills an opening from a retirement. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Personnel Requisition Form Property Safety Inspector Page 133 of 236 2. Property Safety Inspector Job Description 3. Property Safety Inspector Requistion Page 134 of 236 Check as applicable: PERSONNEL REQUISITION FORM ❑ To start recruiting or civil service process and/or x❑ To fill a vacancy x❑ Active Civil Service List Expires: i0o4- A proposed job description and questionnaire must accompany this form at time of submission to 'Human Resources. Position Title: Property Safety Inspector Department: Building Reports To: Building Official Work Location: City Hall Employment Status: x❑ Regular Full Time ❑ Temporary Full Time from to ❑ Regular Part Time 0 Temporary Part Time from to 0 Regular 7-Month 0 Intern/Co-op Student from to Type of Position: Recommended Recruitment Sources: Civil Service Position: x❑ Yes 0 No ❑ Internal Posting Only Bargaining Position: x❑ Yes D No x❑ Internal Posting and External Advertising Bargaining Group: %'71 Non -bargaining Position: El Yes No Complete the following if the requisition is to fill a vacancy: • ❑ New Position or xD Replacement Position for:. Barry Stratton (Specify name and tine of former incumbent) If replacement, former incumbent: x❑ Retired/Resigned/Terminated ❑ Transferre ❑ Promoted Date incumbent terminated employment: 12-j O12t.2-3 Date of final payout: O24 Anticipated start date: No. of hours/week: 40 . Work schedule: 7:30 AM -4:00 PM Justification of need for position: The City of Waterloo has seen the number of rentals increase annually, What are the likely consequences if the'position is not filled? We need an additional inspector to keep pace with rising rental numbers. Without this position wo will continue to fall behind. APPROVALS Annual salary requirements: rap Hourly Rate::35.00 Benefits: 59-'461110O,1 ?7 (Payroll taxes, pension, ealih ins.- assuming family) Is position budgeted for this and future FYs? x❑ Yes ONO -If no, how will position be funded? Approved subject to the following conditions: Submitting De ' artment Head "Stizi,eft Zvtoc[ 12A152023 120/ PIA EST Quett16.2 9 &v' �n L / Z. 2� VAR w.�ri loz)r23eruEsr i• Dale Mayor Date Chief Financial Officer 12/ 111402310.42 A1.1 E5T Date Human Resources Committee Chairperson Dale Created 6/30/2017 Ls.11.oe t/ftiP4'1- ' 1211.4202305OS PTA EST Human Resources Director Date Page 135 of236 CITY of �9TERLOO IOWA Community of Opportunity DEPARTMENT BUILDING INSPECTIONS SALARY $34.00, WITH $1.00 INCREASE AFTER 6 MO FLSA CIVIL SERVICE NON-EXEMPT INCLUDED BARGAINING UNIT CONSTRUCTION & PUBLIC EMPLOYEES UUNA Local #177 GENERAL STATEMENT OF DUTIES Professional position, under the general direction of the Building Official, responsible for performing complex inspections to enforce construction and fire codes to ensure public fire safety, life safety, and health. Is responsible for providing commercial and housing inspections of properties located in the City of Waterloo. Duties include but are not limited to the following: inspection of electrical systems, plumbing, HVAC, building code, life safety, fire sprinkler systems, fire alarm systems, accurate record keeping of inspections; other duties as assigned. EXAMPLES OF ESSENTIAL FUNCTIONS (Illustrative only) These functions are considered essential for successful performance in this job classification. 1. Use knowledge of building materials, construction methods and codes to advise architects/design professionals, property owners and others on code minimum requirements. 2. Use historical building codes in correlation with current construction practices as appropriate. 3. Coordinate with other City departments. 4. Prioritize and schedule time effectively with limited supervision. 5. Ability to assess complex building, plumbing, electrical, sprinkler, fire alarm and mechanical systems. 6. Identify code deficiencies and present deficiencies to owner in clear and punctual manner. 7. Knowledge of and working relationship with the Fire Prevention Bureau. 8. Knowledge of modern principles and techniques Involved in recognition of life safety hazards and the ability to abate these hazards in an acceptable manner. 9. Knowledge and application of Fire Code to address potential hazards of a wide variety of chemicals, flammable and combustible liquids, explosives and similar materials. 10. Ability to understand and carry out written and verbal instructions and to respond appropriately to questions from supervisors, coworkers, contractors, and members of the public. Page 136 of 236 11. Ability to read and write the English language, to communicate with coworkers, contractors, members of the public, and public officials. 12. Working knowledge and application of the current adopted fire code. 13. Considerable proficiency in using independent judgement and decision -making skills to recognize and solve problems. 14. Performs inspections as required and other duties as assigned by the Building Official. MARGINAL FUNCTIONS 1. Ability to lift 20 pounds safely. 2. Require to move physically from one City facility or work site to another by walking and/or driving a vehicle. 3. Able to walk on uneven ground. 4. Required to work outdoors in ail types of weather extremes for extended periods. Working environment may be dry/dusty, slippery/wet, hot/cold, excessively noisy, have low visibility, and mechanical and electrical hazards may be present; atmosphere may contain dust and fumes. 5. Required to possess color vision necessary to identify indicator lights on electronic control panels, etc. 6. Required to possess depth perception and peripheral vision while driving, climbing, walking, carrying, or standing. 7. Able to work safely around moving machinery; able to work safely in busy traffic areas and construction areas. 8. Required to wear personal protective equipment as appropriate. MINIMUM QUALIFICATIONS 1. Bachelor's Degree in Construction Technology, Structural or Architectural Engineering, Architecture, or related field and a minimum three years of experience in plan review or inspection OR An Associate's Degree in building inspection or closely related field with a minimum of five years of experience in plan review or inspection OR High school diploma/GED with at least ten years of experience in construction and five years of experience in plan review or inspection OR Any equivalent combination of education and experience that provides the knowledge, skills and abilities necessary to effectively perform the essential functions of the position. 2. Considerable knowledge of standard practices in all phases of the construction related to all types. 3. Familiarity with hazardous materials use and storage requirements. 4. Working knowledge of the City building, electrical, plumbing, and mechanical code. 5. Excellent interpersonal and writing skills to communicate effectively while performing review and inspection duties. 6. Ability to express ideas clearly, both orally and in writing, and make consistent determinations. 7. Sufficient manual dexterity that permits the employee to operate a personal computer and handle files, blueprints and diagrams. 8. Valid driver's license and good driving record based on City of Waterloo Driver's License policy. Page 137 of 236 MISCELLANEOUS 1. Following a conditional offer of employment, the City of Waterloo reserves the right to require a physical examination including a drug test by a physician of the City's choice, including a drug profile screen, to determine if an applicant is capable of performing the essential functions of this job classification. 2. Required to submit to Civil Service examination procedures, including oral interview testing. 3. Within one year of employment, will need to obtain ICC certification as Fire Inspector 1 and will need to acquire two of the following certifications: Commercial Building Inspector, Fire Inspector 2, Commercial Electrical Inspector, Commercial HVAC Inspector or Commercial Plumbing Inspector. WORK SCHEDULE Generally 7:30 am to 4:00 pm Monday through Friday. Hours may vary based on flexible scheduling or needs of the department. ORAL EXAMINATION All qualified candidates who apply by the deadline date will be required to appear before an interview panel consisting of a minimum of three people who have expertise in the areas being tested. An individual must receive a minimum average score of sixty points out of one hundred to achieve a passing score on the interview. The top applicants, as ranked by their scores on the interview, will be the individuals placed on the certified list. Applicants who qualify as outlined and are full time regular employees of the City of Waterloo shall have one additional point per full year of employment up to a maximum of five points added to their final score. Honorably discharged men and women from the military or naval forces of the United States who qualify per provisions of Chapter 35 of the Code of Iowa and who are citizens and residents of the United States shall have five additional points added to their final score upon submission of their D0214 or ten points added if they were awarded a Purple Heart or have a service connected disability. Employment is contingent on possession of a good driving record based on City of Waterloo driver performance criteria and passing a post job offer physical and drug test. ORAL EXAMINATION DATE All qualified candidates who apply by the deadline date will be notified of the time, place and date of the oral examination. Property Safety inspector 2023 A.A.h.E.O. Minority, female & disabled individuals are encouraged to apply. Page 138 of 236 PERSONNEL REQUISITION Combination Inspector Clzweg7S1 v1 L • The following questions are provided as guidelines to assist you in developing your rational for the position of (Property Safety Inspector}in the (Building) Department. Depending upon your situation, some questions may or may not apply. Please provide written responses to these questions as part of your preparation for meeting with the Mayor. (1) What are the key job responsibilities of this position.? To insure a safe living environment for tenants and to facilitate safety education for property owners. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? - No. We are in need of an additional property inspector to increase the amount of rental inspections we perform annually. (3) How is the work of this position being accomplished now? We have 1 full time inspector and two part time inspectors. (4) Are the filled positions in your department currently being utilized to their maximum potential? - Yes (5) How would filling this position meet the needs of your department or the City on either a short-term basis (if temporary position) or a long-term basis (if a regular position)? Currently we have approximately 11-12,000 rental units within our city. Our goal has always been to reach 3,000/yr. on a 3 yr. rotation. (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? We would accrue additional rental inspection revenue to help offset the cost of this position, (7) If you are paying overtime or comp time within your department to accomplish this work now, how much overtime or comp time has been paid out or earned that is directly attributable to this position and over what period of time? We do not perform after hours rental inspections. (8) How has the work load or demands of your department changed in comparison to your staffing levels over the past three fiscal years? Provide statistics if possible. Page 139 of 236 (9) Rental registrations continue to grow annually. If this position is not filled, what affect will it have on your department? What work will not get done? What costs will you incur? Please be as specific as possible. We continue to fall short of our annual goal as most inspections are complaint driven vs. pro -active. (10) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? We employee two part time inspectors. (11) Is it possible that the City could outsource this position to an outside agency? If so, what savings, if any, would the City realize as a result of this change? No, (12) How would you rank this position in terms of its contribution to City business in comparison with other positions reporting to you? It is comparable to all building and commercial fire inspections. It is equally important. (13) How does this position impact the Goals and Objectives for the City adopted by the City Council? It will better serve the need to meet the Mayor's 2030 strategic plan. Note: Forward completed questionnaire to Human Resources Department with original copy of Personnel Requisition form. Page 140 of 236 CITY OF J.J/ t TERLOO IOWA Community of Opportunity CIVIL SERVICE NOTICE ITY OF WATERLOO, IOWA OPEN EXAMINATION ADMINISTRATIVE SECRETARY DEPARTMENT COMMUNITY DEVELOPMENT SALARY $23.50, WITH $0.50 INCREASE AFTER 6 MO FLSA NON-EXEMPT CIVIL SERVICE EXCLUDED BARGAINING UNIT NON -BARGAINING GENERAL STATEMENT OF DUTIES Professional administrative position under the general direction of the Community Development Director, involving the performance of varied and complex administrative, secretarial, and bookkeeping tasks requiring the use of independent judgment, and exercising a high level of discretion in dealing with confidential matters. Work is performed with limited supervision. May assign work to other clerical staff. EXAMPLES OF ESSENTIAL FUNCTIONS (Illustrative only) These functions are considered essential for successful performance in this job classification. 1. Proficient in utilizing a variety of Microsoft Office programs, or the applicable software. Prepares and types on a personal computer legal documents, contracts, letters, memos, agendas, minutes, reports and forms, from rough draft or dictation, and composes documents for review, as directed by supervisor. 2. Prepares weekly payment vouchers for invoices from the rehabilitation contractors, sub recipients and other Community Development vendors. 3. Prepares bi-weekly payroll on applicable software and maintains individual benefit records for the department. 4. Prepares and compiles monthly agenda packets for the Community Development Board, and assists in taking and transcribing minutes for each meeting. 5. Review, sort and distribute office mail. Assists in answering incoming phone calls and responds to inquiries for information, providing information based on knowledge of Community Development policies, regulations and procedures or directs inquiry to appropriate person. 6. Assists the Rehabilitation Department utilizing the Neighborly software formats in preparing bid documents, contract and loan packets for clients in the Rehabilitation and Emergency Repair program, as well as other miscellaneous clerical duties. 7. Assists with file and loan document preparation for the Down Payment Assistance Program, coordinating details electronically with the lender, realtor and client for each loan closing. Page 141 of 236 8. Communicates with lenders, homeowners or title agents on requests for loan subordinations, prepares the Subordination Agreements and documents progress. 9. Prepares Council Agenda items and Travel Requests for submission. 10. Maintains master list of loans and prepares mortgage releases for the various rehabilitation, emergency repair and down payment loans expiring monthly. 11. Assists in Demolition and Site Clearance projects by preparing bid packets, contractor and staff notifications, collection of fees, contract documentation, pre -demo meeting and file management. 12. Maintains petty cash accounts for department. 13. Designated as an authorized IDIS and LOCCS user for approving drawdowns in the reporting systems. 14. Maintains office filing systems and assists in collection of data for annual and semi-annual reports and applications. 15. Orders office supplies and maintains an inventory of various forms and publications for the Department. 16. Communicates with Waterloo Courier on legal publications. 17. Communicates with the Digital Production Assistant for required updates for the Community Development website and Facebook pages. 18. Communicates with and maintains effective working relationships with supervisors, coworkers, elected officials, other City department administrative and clerical staff, contractors and the public. 19. Makes decisions in accordance with department and City policies and established regulations. 20. Works independently and with others with minimum supervision. 21. Works under strict time constraints. 22. Attends work regularly at the designated place and time. 23. Performs all work duties and activities in accordance with City, Community Development, HUD and OSHA policies, procedures and safety practices. 24. Types forms, reports and routine correspondence required as part of application process for Community Development assistance; sends variety of letters and notices to applicants requesting assistance, keeps applicant files up to date 25. Performs initial data entry on applicants, updates and maintains electronic and paper applicant files including making appropriate entries into the applicant database or other databases 26. Maintains weekly application system to keep track of due dates for documentation from applicants and keeps software database up to date 27. Assists applicants with paperwork, explains process and answers questions 28. Performs all other related duties as assigned. REQUIRED KNOWLEDGE & ABILITIES 1. Thorough knowledge of secretarial functions, terminology, office procedures and equipment. 2. Ability to type at least 50 words per minute net of errors. 3. Ability to maintain confidentiality regarding personnel and sensitive information. 4. Thorough knowledge of and ability to use Microsoft Office Programs: Word, Excel, Publisher and learn other specialized software applications appropriate to assigned duties and responsibilities; ability to enter and retrieve information and update records on computer. 5. Ability to speak clearly and distinctly, write legibly, prioritize work, produce a quality product within strict time lines and handle multiple tasks. Page 142 of 236 6. Ability to answer questions and provide information to the public and other City staff in person, by telephone or by email in a clear, concise and easily understandable manner. 7. Ability to exercise independent judgment and make decisions based on Community Development and City policies and applicable government regulations. 8. Ability to work with people from a broad variety of social, economic, racial, ethnic and educational backgrounds. ACCEPTABLE EXPERIENCE & TRAINING 1. Associate's Degree (two year) in secretarial or business -related field with minimum two years of experience as executive or administrative secretary in an office setting OR High school graduate/GED with minimum four years of experience as executive or administrative secretary in an office setting with post high school formal education in secretarial or clerical field. OR Any equivalent combination of experience and training that provides the knowledge, skills and abilities necessary to perform the essential functions of the position. 2. Previous experience working in a City government office preferred. REQUIRED KNOWLEDGE & ABILITIES 1. Comprehensive knowledge of standard practices, tools and terminology of the plumbing trade and plumbing theory. 2. Knowledge of pump and fluid controls, pneumatic and hydraulic systems. 3. Working knowledge of the City of Waterloo plumbing ordinance. 4. Ability to read and work from blueprints, plans and diagrams. 5. Ability to communicate effectively and maintain working relationships with outside contractors, other City employees, public officials and supervisors. 6. Ability to keep accurate and thorough records of work performed. 7. Ability to work from ladders, scaffolding, or man -lift up to forty (40) feet in the air. 8. Ability to work with people from a broad variety of social, economic, racial, ethnic and educational backgrounds. ESSENTIAL PHYSCIAL ABILITIES The following physical abilities are required with or without accommodation. 1. Sufficient clarity of speech and hearing that permits the employee to communicate effectively with supervisors, other employees and the public in person or by telephone. 2. Sufficient vision and manual dexterity that permits the employee to operate personal computer and other standard office equipment, handle files and other papers, perform customer service duties and other secretarial responsibilities. 3. Sufficient personal mobility that permits the employee to move from one work area or City Hall location to another. Page 143 of 236 MISCELLANEOUS 1. The City of Waterloo will conduct a background investigation, including employment and criminal history checks on any applicant being considered for this position. 2. Required to submit to and successfully pass one or more interviews. 3. Required to verify word processing, spreadsheet and other clerical skills through testing as determined by the City Clerk. WORK SCHEDULE 8:00 a.m. to 5:00 p.m. Monday through Friday with one hour unpaid lunch. Limited overtime. May be required to occasionally attend evening meetings. ADMINISTRATIVE ASSISTANT -COMMUNITY DEVELOPMENT 2023 A.A./E.E.O. Minority, female & disabled individuals are encouraged to apply. Page 144 of 236 PERSONNEL REQUISITION FORM Check as applicable: x To start recruiting or civil service process and/or x To fill a vacancy 0 Active Civil Service List Expires: A proposed job description and questionnaire must accompany this form at time of submission to Human Resources. **********iFfr*thiFt4i4ir*******k**ki **14*k****k*hit4*ir*rrt ****Jrir**4*****#h* ***h*f4flki **11**Afth*$r****it***Fir**** Position Title: Administrative Secretary Department: Community Development Reports To: Rudy D. Jones, Director Work Location: 620 Mulberry Employment Status: xRegular Full Time 0 Temporary Full Time from to Regular Part Time d Temporary Port Tinte from to E Regular 7-Month ❑ Intern/Co-op Student from to Type of Position: Civil Service Position: Bargaining Position: Bargaining Group: Non -bargaining Position: x Yes ❑ No ❑ Yes x No Recommended Recruitment Sources: ❑ Internal Posting Only El Yes' IX No :, : .. klittental Posting and External Advertising **********************************a*******r $4#e*40*************************************44******** Complete the following if the requisition is to fill a vacancy: 0 New Position or x Replacement Position for: Anita Rotisselow- Administrative Secretary (Specify name and title of former Incnmbont) If replacement, former incumbent: x Retired/Resigned/Terminated ❑ Transferred ❑ Promoted Date incumbent terminated employment: 1/31/2024 Date of final payout: Anticipated start date: No. of hours/week: 40 Work schedule: 8� Justification of treed for position: Performance of designated responsibilities and to maintain workload performed by Administrative Secretary What are the likely consequences if the position is not filled? : Backlog of workload APPROVALS Annual salary requirements: $48,880 'Hourly Rate:`23.50 now and 24.00 after 6 months Benefits: (Payroll taxes, pension, With Inc- assuming family) Is position budgeted for this and future F'Ys7 x Yes ❑ No If no, how will position be funded? Approved subject to the following conditions: lied QuettEtrt 9 art 12:as Pis EDT Submitting Dept[rtmenf l-legtr/ Date Mayor /12/2023 30/12/2023 &14e ` ancf :: / of:54 PM EDT F1L55ry eTeca 1,a uua 01:50 PM EDT Chief Financial Officer Date Human Resources Director Date 10/12/2023.. ' 12 e.col Fvss 02:44 PM EDT Haman Resources Cointniitee Chairperson Date Date Created 6130t2017 Page 145 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department January 2, 2024 AGENDA ITEM TITLE Teresa Culpepper Board/Commission: Human Rights Commission Expiration Date: April 10, 2026 (New) RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Boards and Commissions Application - Teresa Culpepper Page 146 of 236 CITY lOF TERLOO Date:10/19/2023 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION I Teresa Culpepper (Name) 1. Human Rights Commission 2. , request to be appointed to (state preference): Home Phone: N/A Cell Phone: 319-239-5352 Email Addresstaculpepper@ymail.com Home Address 1119 Cottage Grove Ave Work phone:296-2320 ext. 1035 Employer Hawkeye CC & MercyOne Zip Code50707 Title Instructor / Virtual RN Employer Address 1501 E. Orange Road Zip Code50704 How long have you resided in Waterloo? 47 yrs Email address: List current membership in organizations and offices held: Waterloo Human Rights Commission I am available for meetings: DA.M. �✓ P.M. ❑ Noon p Evenings am available to serve on a Board/Commission the entire year: ()Yes ®No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: I am a resident of Waterloo and am passsionate about Human Rights. I have served as a member, vice -chair, and chair of the Human Rights Commission. believe in Waterloo's progress and ensuring that people are able to attain their legal rights. Additional information and comments that may not be evident from information already on this form: References (include phone numbers): Rhonda McRina 319-296-4463 Abraham Funchess 319-504-0081 I understand this application does not bind me to accept an appointment should it be offered, nor does it guarantee an appointment to a Board/Commission. If selected, I will be available to attend appropriate training sessipn��l1s. This, ,application wil remain valid and on file for one calendar year from above date. Signature�7l.�U a (, Rev 02/20/2020 RETURN Tb MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 FAX 291-4286; EMAIL: y q; PHONE 291-4301 Page 147 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Airport Department January 2, 2024 AGENDA ITEM TITLE Motion to receive and place on file the Airport Board minutes of November 22, 2023. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Airport Board Meeting Minutes of November 22, 2023 Page 148 of 236 MINUTES WATERLOO REGIONAL AIRPORT BOARD Wednesday, November 22, 2023 I. ROLL CALL Chair, Scott Voigt, called the meeting to order at 12:04 p.m. Board Members Present: Scott Voigt, Gwenne Berry, Chris Bering, Cary Darrah, Arlene Humble, David Deeds (Zoom), Todd Holcomb (Zoom). City Officials Present: John Chiles, Council Liaison; Adrienne Miller, Planning; Ray Feuss, Council Liaison (Zoom). Airport Staff Present: Keith Kaspari; Sheila Combs (Zoom). II. AGENDA AS RECEIVED OR AMENDED III. PUBLIC COMMENTS None. IV. REPORTS A. Airport Director Mr. Voigt asked about the City's interview process, for filling the Director position. Mr. Kaspari stated that the job has been posted on the American Association of Airport Executives (AAAE) website, Linkedln and the City's Facebook page. Mr. Kaspari stated that the FAA Annual Cert Inspection went well but we will be receiving a Letter of Correction on some thermal taxiway markings, and also on the FAA -owned concrete Threshold Bar located at the Runway 12 approach. Mr. Kaspari pointed out that the threshold is the FAA's responsibility, not ours. This has been on their radar since 2019 but supposedly there haven't been funds available to take care of this. The LOC should help speed up the process for a permanent corrective repair. Mr. Bering asked about the status of the Airport Security Plan. Mr. Kaspari stated that TSA has completed their review of all but two chapters. He also stated that he is waiting for a response from CEC on whether our current door access system will work with the necessary security upgrades. B. Legislative Information N/A C. Misc. Monthly Airport Reports Reviewed, with no discussion. Page 149 of 236 V. BOARD APPROVAL A. Approval of Minutes of the October 25, 2023 Meeting Mr. Bering moved approval of the minutes of the October 25, 2023 meeting, seconded by Mr. Deeds. Ayes: 6. Motion carried. B. Motion to Receive and File October 2023 Expenses Mrs. Humble moved that the October 2023 expenses be received and filed, seconded by Mr. Bering. Ayes: 6. Motion carried. VI. OLD BUSINESS A. Board Update: New ALO Airport Security Program Previously discussed. B. Board Update: Status for the Completion of Work in Hangar No. 4 Mr. Kaspari stated work is substantially complete; a final walk-thru and punch list still needs to be done. C. Board Update: Status of the Airport Parking Lot Canopy Project Mr. Kaspari stated that the bid has been awarded to Peters Construction. A Pre -Construction meeting has been held so the contractor can order materials and be ready to break ground in the spring. Hopefully the work will be finished by late 2024. D. Board Update: Grant Amendment No. 3 — Grant No. 46, Multi Phase Project Mr. Kaspari stated that the final grant amendment to AIP Grant No. 46 has been approved, in the amount of $142,921.00. This grant included Taxiway B Reconstruction, Reconstruction of the Charter Aircraft Parking Apron, Joint Sealant Replacement — East Airline Apron, Obstruction Mitigation (Tree Removal) — Approach to Runway 18. E. Board Update: Outcome of November 15, 2023 FAA Safety and Certification Inspection As previously discussed, Mr. Kaspari elaborated that there were two pavement markings issues, one on the airport staff and one on the pavement project contractor (ARM — American Road Maintenance) that will need to be corrected. He stated that recordkeeping, emergency response time, FBO fueling, airfield and lighting conditions were all excellent. F. Board Update: PFOAS — Future Transition to F-3 for Responding to and Combating Aircraft Fires Mr. Kaspari stated that this transition will be expensive if this becomes an unfunded mandate by the FAA. Also, there is currently no way to dispose of the product we currently have on hand. 2 Page 150 of 236 VII. NEW BUSINESS A. Board Discussion: USDOT/EAS Bid Cycle -- Next Steps Mr. Kaspari stated that November 27'1' is the deadline for bids. Volaire Aviation has been reaching out to the airlines that have expressed interest to remind theirs not to miss the deadline, right after the holiday weekend. B. Board Discussion: Volaire Aviation --- Renewal of Air Service Development Agreement Board discussed the importance of maintaining the relationship with Volaire. Mr. Deeds moved approval of a 3 year + 1 + 1 agreement; seconded by Mrs. Humble. Ayes: 6. Motion carried. C. Board Discussion: Kingfisher Aviation LC. — Update of Improvements to Corporate Hangar Mr. Kaspari stated that he hasn't had any response from Bob Petersen and suggested tabling this item until December. D. Board Discussion: Army Aviation Support Facility (AASF) — Right of Entry (ROE) x 2 Dated 10/28 & 11 / 16 Board discussed and consensus was to hold off on signing the agreement. E. Board Discussion: Upcoming Board Meeting to Reflect Upcoming December Holidays Mr. Kaspari asked whether the Board wanted to meet on the usual 4"' Wednesday of December, or if another date would work better, since many people may be traveling for Christmas. Board consensus was that Tuesday December 19th works for everyone except Dr. Holcomb. F. Board Update: Notice to the Board from Staff RE: A Chapter 11 Filing by Air Methods, Corp dba Air Care Mr. Kaspari provided notice that we have received a copy of the Chapter 11 filing by Air Methods, with whom we have a 20-year ground lease for their crew trailer located west of Hangar No. 5. They are not delinquent in their rent. G. Board Update: Reminder of Another Caesars Entertainment Gaming Charter: 12/2 to 12/7 Mr. Kaspari stated that, in addition to the December 2 through 7 charter flight, another one is scheduled for January. 3 Page 151 of 236 VIII. STAFF AND BOARD MEMBER COMMENT Mr. Voigt asked if we get alerts from the automated parking equipment. We do, including entails warning when ticket or receipt paper is getting low, as well as phone calls from the help button at all four stations (2 entrance and 2 exit). Mr. Bering stated that AA seems to be cutting back on corporate discounts, as well as third party bookings, which John Deere requires employees to use for travel. Mr. Chiles stated that the Board needs to decide the future direction of the airport; whereby Mr. Deeds cautioned that we need to wait and see what airline bids ALO receives. IX. ADJOURNMENT Mr. Bering moved adjournment of the meeting at 1:20 p.m., seconded by Mrs. Darrah. Ayes: 6. Motion carried. Respectfully st1bmitted, 4 Page 152 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department AGENDA ITEM TITLE Board of Adjustments Meeting minutes of October 24, 2023. RECOMMENDED COUNCIL ACTION Approval. MEETING DATE January 2, 2024 SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. BoA Minutes October 24, 2023 Page 153 of 236 CITY OF WATERLOO, IOWA BOARD OF ADJUSTMENT MINUTES REGULAR MEETING - 4:00 P.M. OCTOBER 24, 2023 The regular meeting of the City of Waterloo Board of Adjustment was called to order by Chairperson Condon at 4:00 p.m. via zoom and in -person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Brad Condon, Jeri Thornsberry, and Craig Holdiman. Members present electronically were: John Beckman. Members absent were: Carole Gustafson. Others present were: Aric Schroeder, Lexi Schneider, Seth Hyberger, & John Dornoff — Planning Department, and eight citizens. Others present electronically were: Dave Boesen — City Council Liaison, and Noel Anderson- Community Planning and Development Director. I. Approval of the Agenda It was moved by Holdiman and seconded by Thornsberry to approve the agenda. Motion carried unanimously. II. Approval of the Minutes from the regular meetings on September 26, 2023. It was moved by Thornsberry, seconded by Holdiman, to approve the minutes of September 26, 2023, with an amendment to the first sentence of item 7. Motion carried unanimously. III. Decision Items 1. Request by Leonard Wulf for a variance to the accessory structure size limit to allow for a total of 3,303 square feet of accessory structures, 1,777 square feet more than the 1,526 square feet allowed to allow for the construction of a 10' 10" X 18' 10" wooden carport in the "C-2" Commercial District located at 53 East Big Rock Road. Hyberger read the staff report recommending the request be tabled. Hyberger also noted that he did talk to the applicant and informed him that the item would be tabled, and the applicant informed Hyberger that he did not have a welding business and does it as a hobby. Condon asked if the carport was recently put up and is it even feasible that it would come back, to which Hyberger answered yes and was cited by Building Inspections, and it is possible that the request will return to the Board of Adjustment. Beckman asked if the sign was put out and if there were any objections, to which Dornoff responded yes because it was put out before the building code concerns started coming out, and there were no objections. Thornsberry asked if the item is tabled it is indefinitely, to which Holdiman stated it should be until all the building code violations are taken care of. Page 154 of 236 City of Waterloo Board of Adjustment October 26, 2023 Condon asked if it came to it, the Board could vote on the size limits, and there would still be the same issues with the building code; Hyberger stated he would have to address the building code issues first before it could be brought back to the Board. Schroeder stated that the Board could go ahead and approve the size variance as staff thought it was only a carport issue that was started without a permit, but as staff reviewed the item it was clear that there were two additions that were built without permits, so staff is recommending tabling because the code issues could affect the size variance that is needed and due to the size of the additions without permits staff is uncomfortable recommending approval of the request. It was moved by Holdiman, seconded by Thornsberry, to table the request by Leonard Wulf for a variance to the accessory structure size limit to allow for a total of 3,303 square feet of accessory structures, 1,777 square feet more than the 1,526 square feet allowed to allow for the construction of a 10' 10"X 18' 10" wooden carport in the "C-2" Commercial District located at 53 East Big Rock Road. Motion carried unanimously. 2. Request by Nathan Whipple for a variance to the accessory structure height limit in conjunction with a one-story home to allow for a height of 18 feet, 3 feet more than the 15 feet allowed to construct an 844 square foot accessory structure in the "R-2" One and Two Family Residence District located at 1211 Hawthorne Avenue. Dornoff read the staff report recommending approval of the request. Thornsberry asked if there were any objections to the request to which Dornoff stated no. Nathan Whipple, 1211 Hawthorne, stated he was available to answer any questions and wanted the extra height for some storage. It was moved by Thornsberry, seconded by Condon, to approve per staff recommendation the request by Nathan Whipple for a variance to the accessory structure height limit in conjunction with a one- story home to allow for a height of 18 feet, 3 feet more than the 15 feet allowed to construct an 844 square foot accessory structure in the "R-2" One and Two Family Residence District located at 1211 Hawthorne Avenue. Motion carried 3-0-1 (Beckman Abstained). 3. Request by Scott & Michelle Hambly for a variance to the hard surfacing requirements to allow for a gravel driveway from the right-of-way line to the front of the home in the "M-1" Light Industrial District located at 2657 Cedar Terrace Drive. Dornoff read the staff report recommending approval of the request. Condon asked if the pictures on pages 34 and 35 are of the driveway in question and if the other driveway is hard surfaced, to which Dornoff responded the one on page 34 and the one at the bottom of page 35 show the driveway in question while the picture on the top of page 34 shows the existing driveway and noted the existing driveway is hard surfaced. Thornsberry asked for the definition of hard surfacing, to which Schroeder responded that the engineering department has specific requirements for hard surfacing, which can consist of either cement or asphalt with a base of rock underneath it. -2 Page 155 of 236 City of Waterloo Board of Adjustment October 26, 2023 Scott Hambly, the property owner, stated that the intention was to have only one driveway but put in the 2nd one temporarily during a construction project, but the two renters were arguing over the one driveway being blocked, so it was decided to make the driveway permanent. Condon asked if the applicant was aware of what will need to be done to the approach to which Hambly answered yes. It was moved by Holdiman, seconded by Thornsberry, to approve per staff recommendation the request by Scott & Michelle Hambly for a variance to the hard surfacing requirements to allow for a gravel driveway from the right-of-way line to the front of the home in the "M-1 "Light Industrial District located at 2657 Cedar Terrace Drive. Motion carried unanimously. 4. Request by Steven & Yvonne Smith for a variance to the front yard setback on a corner lot to allow for a setback of 7 feet, 3 feet less than the 10 feet required in the "R-2" One and Two Family Residence District located on Lot 15 of Hickory Court east of 2450 Maynard Avenue. Schneider read the staff report recommending approval of the request. Thornsberry asked if they wanted to put in a deck in the future would they need to come back to the Board for another variance, to which Schneider responded that if they wanted to put the deck on the east side, then yes, they would need another variance however they could put it on the back of the house and would not need a variance. Condon asked for clarification if the house was facing west, to which Schneider responded that it would face south toward Maynard Avenue. Beckman asked for confirmation that the applicant plans to remove the trees along the west property line to which Dornoff responded yes. It was moved by Thornsberry, seconded by Holdiman, to approve per staff recommendation the request by Steven & Yvonne Smith for a variance to the front yard setback on a corner lot to allow for a setback of 7 feet, 3 feet less than the 10 feet required in the "R-2" One and Two Family Residence District located on Lot 15 of Hickory Court east of 2450 Maynard Avenue. Motion carried unanimously. 5. Request by Robert Krogh for a variance to the parking requirements to allow for a grocery store and restaurant with 27 parking spaces, 20 spaces less than the 47 required in the "C-2" Commercial District located at 810-814 La Porte Road. Schneider read the staff report recommending approval of the request. Chris Fischels, 4200 West Rock Road, stated he was representing the owner and the applicant and stated that the applicant wants to put in a Grocery Store and Restaurant at the location and he already has a successful restaurant and is looking to open another location. It was moved by Holdiman, seconded by Thornsberry, to approve per staff recommendation the request by Robert Krogh for a variance to the parking requirements to allow for a grocery store and restaurant with 27 parking spaces, 20 spaces less than the 47 required in the "C-2" Commercial District located at 810-814 La Porte Road. Motion carried unanimously. -3 Page 156 of 236 City of Waterloo Board of Adjustment October 26, 2023 6. Request by Levi Architecture on behalf of Northland Oil for a variance to allow for a 10' setback from an industrial use to a residential zoning district, 15' less than the 25' required for expansion of an existing industrial facility located in the "M-1" Light Industrial District located at 857 Rainbow Drive. Dornoff read the stall report recommending approval of the request. Holdiman asked for clarification on where this request is in conjunction with the previous variance request from Northland Oil to which Dornoff responded that it is on the south side of Rainbow Drive where the previous request was on the north side of Rainbow Drive. Alex Bower, 414 South Street, Ryan, Iowa stated that his company is doing the civil work on the project with Levi Architecture and further explained the reason for the request. It was moved by Thornsberry, seconded by Holdiman, to approve per staff recommendation the request by Levi Architecture on behalf of Northland Oil for a variance to allow for a 10' setback from an industrial use to a residential zoning district, 15' less than the 25' required for expansion of an existing industrial facility located in the "M-1" Light Industrial District located at 857 Rainbow Drive. Motion carried unanimously. 7. Request by John Habinick for a variance to the accessory structure size limit to allow for a total of 1,056 square feet of accessory structure, 206 square feet more than the 850 square feet allowed in the "R-2" One and Two Family Residence District located at 1268 St. Andrews Avenue. Dornoff read the staff report recommending approval of the request. Condon asked if the structure was already built, to which Dornoff responded yes. John Habinick, 1268 St. Andrews, stated that he did not know he would need a permit to construct his carport. Condon asked if the building department has signed off on the building, to which Dornoff responded no as he still needs a permit which he cannot get until he gets the variance. Condon asked if vehicles were going to be parked there to which Habinick stated no it is strictly for entertainment. It was moved by Holdiman, seconded by Thornsberry, to approve per staff recommendation the request by John Habinick for a variance to the accessory structure size limit to allow for a total of 1,056 square feet of accessory structure, 206 square feet more than the 850 square feet allowed in the "R-2" One and Two Family Residence District located at 1268 St. Andrews Avenue. Motion carried unanimously. 8. Request by Tharp Investments for a Special Permit to allow for outside storage and a variance to the hard surfacing requirements to allow for gravel parking in the "C-2" Commercial District located at 4036 Logan Avenue. Hyberger read the staff report recommending approval of the request with the following condition: 1) that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc. -4 Page 157 of 236 City of Waterloo Board of Adjustment October 26, 2023 Thornsberry asked why the three-year variance and if he will have to come back in 3 years to get another variance, to which Hyberger responded that he suggested three years after talking to the applicant and the applicant will just need to address the hard surfacing within three years which could have him coming back for another variance. Cory Tharp, 4036 Logan Avenue, asked if it could be a permanent variance. Holdiman asked what has been done in the past, to which Dornoff responded most are temporary and last between one to three years, and Hyberger responded that if he can have it permanently, that would be fine. Beckman asked if the applicant was planning to put in any structures on the area to be graveled, to which Tharp responded no it is for boats and recreational vehicles. Beckman asked if the applicant would have to come back to the Board if he wanted to put up a structure, to which Hyberger responded not if it meets the requirements of the Zoning Ordinance. Condon asked if it would be completely fenced in to which Tharp responded yes it would. It was moved by Thornsberry, seconded by Holdiman, to approve per staff recommendations the request Tharp Investments for a Special Permit to allow for outside storage and a 3-year temporary variance to the hard surfacing requirements to allow for gravel parking with the following condition: 1) that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc. in the "C-2" Commercial District located at 4036 Logan Avenue. Motion carried unanimously. IV. Discussion/Possible Action It was moved by Thornsberry, seconded by Holdiman, to cancel the December 26, 2023 meeting. Motion carried unanimously. V. Adjournment It was moved by Holdiman, seconded by Thornsberry, to adjourn the meeting at 5:15 p.m. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner II -5 Page 158 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE AGENDA ITEM TITLE Complete Streets Advisory Committee minutes of October 31, 2023. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION January 2, 2024 NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Minutes Complete Streets 10-31-23 Page 159 of 236 Minutes of The City of Waterloo Complete Streets Advisory Committee Meeting October 31, 2023 The Meeting of the City of Waterloo Complete Streets Advisory Committee was called to order at 1:32 pm October 31, 2023, by Vice -Chairperson Durant in the Mollenhoff Conference Room at Waterloo City Hall. Roll Call: Members present: Kathryn Gilbery, Aric Schroeder, Paul Huting, Curtis Young, John Dornoff, Oumie Ceesay, Kyle Durant, and Dwight Diercks. Members absent were: Felicia Cass, Jessica Rucker, David Sturch, and Ray Feuss. Other attendees: None. It was moved by Huting and seconded by Gilbery to approve the minutes of the September 26, 2023, meeting. Motion carried unanimously. Agenda Items: 1. MPO Long -Range Transportation Plan • Durant went over the plan. • The plan needs to be updated every 5 years, and the plan needs to be for 25 years out. • Performance metrics are mandatory. • The new plan strengthens the role of complete streets. • The updated bikeway plan is included. • There are four goals: Safety, Preservation, Efficiency, and multi -modal, and there are sub - objects and measures with the goals. • Vehicle Miles Traveled has gone down due to COVID-19 but is not really recovering. • However, fatalities have stayed steady, and non -vehicle fatalities have gone up. • 35% of roads are in good shape, and 25% are in bad shape. • There are currently 10 structurally deficient bridges, but 2 are currently being replaced (Park Avenue and 1 1th Street). • Bikeway plan is switching to more on -street accommodations from trails. • It was suggested that the goals should be broken down into 5-year blocks, for example, to measure success. • The city would prefer signs over paint on the roads since it is a hassle and costs a lot of money to paint regularly. • The area is seeing more year-round riders. • It was noted that there are basic counters on the trails to count the number of bicyclists/pedestrians, but they cannot distinguish between a biker, a pedestrian, or a deer going by the counter. • Trail use is still strong and went up during the COVID-19 period. • The study used the Iowa Crash Analysis tool and showed most pedestrian -bicycle accidents occurred in the downtown area. • 1NRCOG has a Vision Zero grant of $60,000. • 1NRCOG hopes to have the Long -Range Transportation Plan approved on November 9tn 2. Discussion of Priorities for Bicycle Accommodations and Future Planning. • There has not been a priority list for bicycle accommodations. • Discussion of development on East 4th Street north of Donald. • Access from new apartments to Gates Park is important. Page 160 of 236 Complete Streets Advisory Committee Minutes October 31, 2023 • Will new residents cross Heath to access Hy-Vee with no traffic light? • Should the developer be asked to put in a trail to Hwy 63? • Is it time to create a master list of projects and find the most priority projects? • Work as a group to come up with the priority projects. • Decided to send out an email to the group and ask everyone to bring their top three projects and it will be discussed month. • Discussion of Shaulis Road gap and how to get funding to fill in the gap. • Difficult to find local funding right now, and complete street projects are very low on the list right now. • Further discussion on finding funding. 3. Walnut • Meeting to be held on November 13th, no further update at this time. 4. Bike and Pedestrian Improvements Near East High. • Volunteer at the school is pushing for improvements. • Went over the alternatives discussed last month. • The school district is proceeding with updating the sports fields. • Consider contacting the volunteer to come to Complete Streets. • Durant noted the bikeway plan can be amended, although it is rare. 5. Upcoming Planning Commission Agenda Review • Schroeder went over the Planning Commission agenda. 6. Other Project Status Updates • Park Pools o Work is proceeding on the Gates improvement. o Basketball courts are completed. o Waiting for MidAmerican to put power lines underground. o Bids for the Byrnes pool project came in under budget, and the project will be awarded on November 6th Discussion Items: • Durant noted that the MPO currently does not have a Complete Streets Policy but Durant is working to get one approved. Adjournment Durant adjourned the meeting at 3:07p.m. Respectfully submitted, John Domoff Planner II 2 Page 161 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department AGENDA ITEM TITLE Historic Preservation Commission minutes of October 17, 2023. RECOMMENDED COUNCIL ACTION Approval. MEETING DATE January 2, 2024 SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Historic Minutes 10-17-23 Page 162 of 236 WATERLOO HISTORIC PRESERVATION COMMISSION MINUTES REGULAR MEETING — October 17, 2023— 4:30 P.M. The meeting was held in the Mollenhoff Room at City Hall Chairperson Gilbert called the regular meeting of the City of Waterloo Historic Preservation Commission to order at 4:30 p.m. Commission Members present were: Matthew Gilbert, Ivan Valtchev, Jared Hottle, Hector Salamanca Arroyo and Cole Weliver. Commission Member(s) absent were: Ed Ottesen, Nick Hedrick, Terry Stevens, and Susan Price Others present were: Lexi Schneider - Planning Staff and Ed Gallagher — Grout Museum Approval ofA&enda Motion made by Valtchev, seconded by Weliver to approve the agenda of the October 17, 2023 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Hottle, seconded by Salamanca Arroyo to approve the minutes of the September 19, 2023 regular meeting. Motion carried unanimously. Oral Presentations No Report Hearings None Reports 1. Main Street Valtchev noted Main Street held a National Main Street Accreditation event which analyzed a self -assessment tool. A representative from Main Street America was at the event and explained Main Street Waterloo will be evaluated in 2025 based on their performance in 2024. This self - assessment tool is a detailed way to measure success. Main Street Waterloo, Main Street Iowa, and Main Street America will share the results on their websites. 2. Silos and Smokestacks. No Report -1- Page 163 of 236 3. Grout Museum Gallagher explained the 120th Annual Dry Run Sewer Banquet was a success. The Friday the 13th Planetarium Show was sold out despite there being short notice for the event. The Grout Museum and the library are working together to fix the issue the new levee has caused with funding. The Grout is looking to expand their Board. The Waterloo in WWII exhibit is still at the Grout Museum and a Civil Rights in Iowa Exhibit is also at the Grout currently. 4. Project Update Schneider noted all of the materials from the Civil Rights Project are on the City of Waterloo website. All the markers have been approved and will be installed hopefully this week. Valtchev explained the Park Avenue Bridge project which will implement a design item to remember the historic bridge is still in progress as the City of Waterloo wanted a few items changed to the design. 5. Highland Weliver stated the garden clean up in Highland was a success. A shed has been built for gardening tools near the garden. The neighborhood is preparing for the approximately 700 children they will receive for Trick or Treating. Highland Neighborhood Association has been reminding residents of when Christmas wreath's should be going up. 6. Walnut Gilbert noted the Fall Fun in Walnut event will be held November 3, 2023 from 1pm to 3pm at the All -In Grocers event space. This event will be in place of Trick or Treating. Valtchev explained Trick or Treating in the Walnut Neighborhood can be difficult due to the bad street lighting with all of the shade trees. Gilbert stated the 415 Walnut Collective is holding a breakfast event at the First Presbyterian Church on October 28, 2023 from 9am to 11 am. A community planning event for the 415 Walnut Collective will be held via zoom on February 2, 2024 from 12:30pm to 1:30pm. All -In Grocers is now open in the Walnut Neighborhood. The restaurant in the same building as the grocery store will be opening this month or next month sometime and the community space is now open for bookings. Discussion Items/Possible Action Items 1. School Art Project 2023 No Report 2. Main Street Waterloo Collaboration Gilbert explained he has been in contact with Jessica Rucker, the Main Street Waterloo Director, about combining Tour De Loo 2024 with the Historic Preservation Commission Awards Banquet by having a kickoff for the event. Rylee, Main Street Waterloo Intern, hosted the ghost tours last week. -2- Page 164 of 236 3. Other Collaborations Gilbert noted he has spoken to the Human Rights Department and Main Street Waterloo about a taskforce for the Civil Rights Project. Gilbert asked if a City of Waterloo meeting space could be used for these meetings, to which Schneider stated something could probably be worked out since the taskforce was created by the Waterloo Historic Preservation Commission. 4. City -Owned Properties and Demo List No Report 5. Maps Schneider stated John Dornoff is still working on the maps and she can offer to help him to complete them faster. Gallagher asked if there was a way to create an interactive map with historical designation status and past photos with current photos. 6. Goals and Action Plans Schneider asked the Commission to take a look at their goals and action plan and see if there is anything they can check off the list by the end of the year or if there is anything they would like to add for the 2024 list. Valtchev noted he would like to speak with the City Council about the Dunsmore House, to which Schneider stated she will attempt to get Noel and Aric to attend the November meeting to give an update on the Dunsmore House. Salamana Arroyo asked if a plan has been made for the Dunsmore House, to which Schneider stated a plan has not been made and the Commission was tasked with coming up with a plan for the historic home. Gilbert stated as part of the community outreach section, the Civil Rights Project research and findings should be displayed and advertised more on social media so members of the community and visitors are aware of the project and the Historic Preservation Commission. Hottle noted he would like the Commission to meet with realtors and educate them more on the historic districts and properties in Waterloo. The board office luncheons could be a good opportunity to help educate realtors. Discussion Items: Schneider reminded commission members of the National Register of Historic Places Workshop in Decorah on October 20th from 9am to 3:30pm. Schneider also asked if the Commission had any ideas on buyers for Leonard Curtis, owner of 908 and 904 Grant Avenue. Valtchev said he contacted an individual but they were not interested. He noted Leonard could try to contact Iowa Heartland Habitat for Humanity. -3- Page 165 of 236 Gilbert noted the Community Foundation Grant runs from November 15, 2023 to January 15, 2024. The National Trust Past Forward Conference will be in November and is going to be held in Washington D.C. Design Guidelines: No Report Adjournment Chairperson Gilbert adjourned the meeting at 5:30 p.m. Respectfully submitted, Lexi Schneider Planner I 4- Page 166 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Planning, Programming, and Zoning Commission minutes of October 10, 2023. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. P&Z Minutes October 10, 2023 Page 167 of 236 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING, AND ZONING COMMISSION REGULAR MEETING - 4:00 P.M. OCTOBER 10, 2023 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Vice -Chairperson Leistikow at 4:00 p.m. via zoom and in person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Cody Leistikow, Eric Donat, Brandon Schoborg, Phillip Shirk, and Kristen Schaefer. Members present electronically were: Janelle Ewing and Lekeisha Veasley. Members absent were: Steve Trost and Patrisha Serfling. Others present were: Lexi Schneider, Aric Schroeder, Seth Hyberger and John Dornoff — Planning Department; Jaime Knutson — City Engineer; Dave Boesen — City Council Liaison ; and 3 citizens. Others present electronically: Noel Anderson — Community Planning and Development Director. I. Approval of the Agenda It was moved by Schoborg and seconded by Shirk to approve the amended agenda combining items Cl through C3. Motion carried unanimously. II. Approval of the Minutes from the regular meeting on September 12, 2023. It was moved by Shirk and seconded by Schoborg to approve the minutes of the September 12, 2023 meeting. Motion carried unanimously. III. Financial Report August 2023. Schroeder reviewed the financial report. It was moved by Donat and seconded by Schoborg to receive and place the financial report on file. Motion carried unanimously. IV. Oral Presentations There were no oral presentations. V. New Business A. Hearings — Site Plan Amendments 1. Request by IPE1031REV279 LLC (Cardinal Construction) to rezone approximately 2.48 acres from "C-P" Planned Commercial District, "B-P" Business Park District, and "R-4,R-P" Planned Residence District to "C-P" Planned Commercial District located at 945 Tower Park Drive. It was moved by Donat and seconded by Shirk to receive and place on file the statement of verification at 4: 05 p.m. Motion carried unanimously, and Leistikow declared the hearing open. Dornoff read the staff report recommending approval of the request. Schoborg and Shirk noted that they would abstain on this item. Page 168 of 236 Planning and Zoning Commission October 10, 2023 It was moved by Donat, seconded by Schaefer, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:10 p.m. It was moved by Schaefer, seconded by Ewing, to recommend approval of the request by IPE1031REV279 LLC (Cardinal Construction) to rezone approximately 2.48 acres from "C-P" Planned Commercial District, "BP" Business Park District, and "R-4,R-P" Planned Residence District to "C-P" Planned Commercial District located at 945 Tower Park Drive. Motion carried 5-0-2 (Shirk and Schoborg abstained). 2. Request by BJ Schott to rezone 2.93 acres from "A-1" Agricultural District to "C-1,C-Z" Conditional Zoning District located at 438 West Airline Highway. It was moved by Donat and seconded by Schoborg to receive and place on file the statement of verification at 4:12 p.m. Motion carried unanimously, and Lesitkow declared the hearing open. Hyberger read the staff report recommending approval of the request with the following conditions: 1) The use of the property shall be limited to a trucking business or any use permitted in the "C-1" Commercial District with the condition that no alcohol sales or Adult Entertainment will be allowed at the site; and 2)That the final site plan meets all applicable city codes, regulations, etc., including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. BJ Schott, 438 West Airline Highway, was available to answer questions. It was moved by Schaefer, seconded by Shirk, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:17p.m. It was moved by Donat, seconded by Schoborg, to recommend approval of the request by BJ Schott to rezone 2.93 acres from "A-1" Agricultural District to "C-1,C-Z" Conditional Zoning District located at 438 West Airline Highway with the following conditions: 1) The use of the property shall be limited to a trucking business or any use permitted in the "C-1" Commercial District with the condition that no alcohol sales or Adult Entertainment will be allowed at the site; and 2) That the final site plan meets all applicable city codes, regulations, etc., including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. Motion carried unanimously. 3. Request by the City of Waterloo to rezone approximately 0.74 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located at 1318 Martin Road. It was moved by Shirk and seconded by Schaefer to receive and place on file the statement of verification at 4:19 p.m. Motion carried unanimously, and Leistikow declared the hearing open. Schneider read the staff report recommending approval of the request. Schoborg stated he would abstain on this item. There were no comments on this request. It was moved by Donat, seconded by Shirk, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:32 p.m. It was moved by Shirk, seconded by Donat, to recommend approval of request by the City of Waterloo to rezone approximately 0.74 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located at 1318 Martin Road. Motion carried 6-0-1 (Schoborg abstained). -2- Page 169 of 236 Planning and Zoning Commission October 10, 2023 4. Request by SKH Properties for a Site Plan Amendment to construct a 4,350 square foot medical office building in the "C-P" Planned Commercial District located southeast of 4006 Johnathan Street at the corner of Tower Park Drive and Johnathan Street It was moved by Schoborg and seconded by Schaefer to receive and place on file the statement of verification at 4:25 p.m. Motion carried unanimously, and Leistikow declared the hearing open. Dornoff read the staff report recommending approval of the request subject to the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. and 2) Sidewalk be constructed along Tower Park Drive east of Winn Street to Jonathan Street. Dornoff noted that the applicant had provided new side elevations and building drawing. Donat asked what it means for right -in and right -out and if changes would be at the applicant's expense, to which Knutson explained what the right -in and right -out are and that applicants would be responsible for the cost of any changes. It was moved by Donat, seconded by Schoborg, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:32 p.m. It was moved by Ewing, seconded by Schaefer, to recommend approval of the request by SKH Properties for a Site Plan Amendment to construct a 4,350 square foot medical office building in the "C-P" Planned Commercial District located southeast of 4006 Johnathan Street at the corner of Tower Park Drive and Johnathan Street subject to the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, setbacks, etc. and 2) Sidewalk be constructed along Tower Park Drive east of Winn Street to Jonathan Street. Motion carried unanimously. 5. Request by Prairie Rapids II, LLC for a Site Plan Amendment to construct a 48-unit multi -family residence building in the "S-1" Shopping Center District located east of 3121 Kimball Avenue It was moved by Donat and seconded by Shirk to receive and place on file the statement of verification at 4:34 p.m. Motion carried unanimously, and Leistikow declared the hearing open. Schneider read the staff report recommending approval of the request with the condition: that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. Schneider also explained that the commissioners had two additional sit plans that were submitted to the staff showing alternatives that would include additional parking the building moved to the northern portion of the lot, and they are also close to needing secondary access to the site and staff would prefer 72 parking spaces which would be one and a half spaces per apartment. Schroeder noted that the Zoning Ordinance requires two stalls per residential unit however, this area is zoned "S-1" Shopping Center District, which does allow for flexibility, and all of the units will be one - bedroom units. Darryl High, High Properties, stated he was available to answer questions. Donat asked for the demographics of the apartments, to which High responded that they would not be income -restricted and would be market rate. High further noted that their company owns the original -3 Page 170 of 236 Planning and Zoning Commission October 10, 2023 Prairie Rapids, which are all two -bedroom units so this complex will be all one -bedroom units which will come in at a lower price point. Leistikow asked the applicant if there were plans for the secondary fire access, to which High responded that the preference is to move the building to the north side of the lot, which would allow the second access to be provided now. High also noted that the building will be fully sprinkled. Schroeder noted that the Fire Marshall was not able to attend the Technical Review Committee, but he did give comments, including that the building may be close to needing secondary access and noted that staff would discuss with the Fire Marshall further and noted that the original complex does have two access points but as a stand-alone building was not sure if this one would need the secondary access. Schoborg asked about the garages that were shown in the first drawing, which High stated they were an option however, the more parking that the complex has, the less likely there would be room for garages. Veasley asked why they have one -bedroom instead of two -bedroom units, to which High noted that the original complex is all 2-bedroom units and that the one -bedroom units would be a little less expensive to rent and make more options available. Boesen explained why there is a need for aerial and secondary access. Schroeder noted that the Fire Marshall did note the requirement for aerial access, and the applicant will need to take it into consideration that aerial access could be more difficult if the building is put on the south portion of the property. It was moved by Schoborg, seconded by Donat, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:48 p.m. It was moved by Shirk, seconded by Donat, to recommend approval of the request by Prairie Rapids II, LLC for a Site Plan Amendment to construct a 48-unit multi family residence building in the "S-1" Shopping Center District located east of 3121 Kimball Avenue with the condition: that the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. Motion carried unanimously. B. Special Permit 1. Request by Tharp Investments for a Special Permit to allow for outside storage in the "C-2" Commercial District located at 4036 Logan Avenue. Hyberger read the staff report recommending approval of the request with the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc. and 2) The shipping containers are removed off the property and 3) that solid trees and/or fencing be placed adjacent to residential properties. Cory Tharp, 4036 Logan Avenue, noted that the shipping containers have been removed from the property. It was moved by Donat and seconded by Schaefer to recommend approval of a request by Tharp Investments for a Special Permit to allow for outside storage in the "C-2" Commercial District located at 4036 Logan Avenue with the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc., 2) The -4- Page 171 of 236 Planning and Zoning Commission October 10, 2023 shipping containers are removed off the property and 3) that solid trees and/or fencing be placed adjacent to residential properties. Motion carried unanimously. C. Vacates/Dedicates 1. Request by the City of Waterloo to vacate 8' drainage and utility easements on a parcel of land in the "R-2" One and Two Family Residence District located at the northwest corner of Maynard Avenue and Greenhill Road. Schroeder read the staff report recommending approval of the request with the following condition: that an 8' utility and drainage easement and a 25' access and maintenance easement for the sound wall fencing is dedicated along the north property line of the lot. There were no comments on this request. It was moved by Schoborg and seconded by Shirk to recommend approval of a request by the City of Waterloo to vacate 8' drainage and utility easements on a parcel of land in the "R-2" One and Two Family Residence District located at the northwest corner of Maynard Avenue and Greenhill Road . Motion carried unanimously. 2. Request by the City of Waterloo to to vacate approximately 65' X 110' (7,150 square feet) of city -owned right-of-way in the "R-2" One and Two Family Residence District located at the northwest corner of Greenhill Road and Maynard Avenue, including lot 15 of Hickory Court Addition. Schroeder read the staff report recommending approval of the request with the following condition: That an 8' utility and drainage easement and a 25' access and maintenance easement for the sound wall fencing is dedicated along the north property line of the lot. This item was discussed under item C-1. It was moved by Schoborg and seconded by Shirk to recommend approval of the request by the City of Waterloo to to vacate approximately 65' X 110' (7,150 square feet) of city -owned right-of-way in the "R-2" One and Two Family Residence District located at the northwest corner of Greenhill Road and Maynard Avenue including lot 15 of Hickory Court Addition with the following condition: That an 8' utility and drainage easement and a 25' access and maintenance easement for the sound wall fencing is dedicated along the north property line of the lot. Motion carried unanimsously. VI. Discussion The next meeting of the Planning, Programming, and Zoning Commission will be on November 14, 2023. VII. Adjournment It was moved by Schoborg and seconded by Shirk to adjourn the meeting at 5:OOpm. Motion carried unanimously. Respectfully submitted, -5 Page 172 of 236 Planning and Zoning Commission October 10, 2023 John Dornoff, Planner II -6 Page 173 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Planning, Programming, and Zoning Commission minutes of November 14, 2023. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. P&Z Minutes November 14, 2023 Page 174 of 236 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING, AND ZONING COMMISSION REGULAR MEETING - 4:00 P.M. NOVEMBER 14, 2023 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Chairperson Trost at 4:00 p.m. via zoom and in person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Steve Trost, Lekeisha Veasley, Cody Leistikow, Eric Donat, Brandon Schoborg, Phillip Shirk, and Kristen Schaefer. Members present electronically were: None Members absent were: Janelle Ewing and Patrisha Serfling. Others present were: Noel Anderson — Community Planning and Development Director; Lexi Schneider, Aric Schroeder, and John Dornoff — Planning Department; and 6 citizens. Others present electronically: Dave Boesen — City Council Liaison. I. Approval of the Agenda It was moved by Schoborg and seconded by Donat to approve the amended agenda combining items Cl through C3. Motion carried unanimously. II. Approval of the Minutes from the regular meeting on October 10, 2023. It was moved by Leistikow and seconded by Shirk to approve the minutes of the October 10, 2023 meeting. Motion carried unanimously. III. Financial Report September 2023. Anderson reviewed the financial report. It was moved by Donat and seconded by Schoborg to receive and place the financial report on file. Motion carried unanimously. IV. Oral Presentations James Tatum, 1912 Sycamore Street stated he was opposed to allowing chickens at 427 Rath Street which was removed from the agenda. Norman Uting, owner of 425 Rath Street stated he was also opposed to allowing chickens at 427 Rath Street. V. New Business A. Hearings — Rezones 1. Request by the City of Waterloo on behalf of H&A, LC to rezone approximately 60 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located east of 2950 Newell Street. It was moved by Schoborg and seconded by Leistikow to receive and place on file the statement of verification at 4:02 p.m. Motion carried unanimously, and Trost declared the hearing open. Page 175 of 236 Planning and Zoning Commission November 14, 2023 Dornoff read the staff report recommending approval of the request. Veasley asked if H&A requested this rezone, to which Anderson responded no and explained why the city is requesting the rezone. Rick Morris, Beecher Law Firm, stated he was representing the applicants, and they were not opposed to the rezone since it would not affect their tax assessement until the land changes use. Donat asked what the LC stood for, for which Morris stated Limited Company, which is similar to an LLC. Trost asked what the H&A stood for, to which Morris responded Harold & Audrey Andrews. Veasley asked what kind of project the city would be looking for and who would develop it to which Anderson responded that it could be either the city acquiring the land and selling with a development agreement or H&A, LC making a deal directly with a developer, but we would be looking for similar industrial uses as already exist in the area. Leistikow stated that he is concerned about more truck traffic going the wrong way on Newell Street to which Anderson responded that many of the projects being discussed would take more than just this site and there could potentially be an access point onto Martin Luther King, Jr. Drive also. It was moved by Donat, seconded by Shirk, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:13 p.m. It was moved by Schoborg, seconded by Shirk, to recommend approval of the request by the City of Waterloo on behalf of H&A, LC to rezone approximately 60 acres from "A-1" Agricultural District to "M-2,P" Planned Industrial District located east of 2950 Newell Street. Motion carried unanimously. 2. Request by Castle Storage Waterloo No. One to rezone approximately 5.87 acres from "A-1" Agricultural District and "R-2,C-Z" Conditional Zoning District to "C-2,C-Z" Conditional Zoning District to allow for outside storage at 2551 Logan Avenue. It was moved by Donat and seconded by Schoborg to receive and place on file the statement of verification at 4:14 p.m. Motion carried unanimously, and Trost declared the hearing open. Dornoff read the staff report recommending approval of the request with the following conditions: 1) a minimum of a 6' tall buffer is provided to screen the parking area and storage areas from adjoining properties to the north and south and the buffer shall consist of a solid fence or chain link fence with slats. 2) Outside storage is only allowed within the pavement area to the west of the structures and the pavement area to the south of the 2 structures located in the center of the property. 3) Hard surfacing will be required to the doors of the storage units along with driveways and parking lots. Other areas for campers, trailers, etc., can be of other material; however, they must be maintained to a dust -free surfacing, such as seal coat or recycled asphalt. 4) A formal site plan and drainage plan is submitted to the Engineering Department and executed, and 5) that no Alcohol Sales or Adult Entertainment will be allowed at the site. Trost asked if the outside storage screening was based on what was approved in the past to which Dornoff responded yes. Donat asked if the concerns of the Engineering Department have been addressed to which Dornoff responded that condition 4 has been added to addressed their concerns. -2- Page 176 of 236 Planning and Zoning Commission November 14, 2023 It was moved by Shirk, seconded by Leistikow, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:22 p.m. It was moved by Shirk, seconded by Donat, to recommend approval of the request by Castle Storage Waterloo No. One to rezone approximately 5.87 acres from "A-1" Agricultural District and "R-2,C-Z" Conditional Zoning District to "C-2,C-Z" Conditional Zoning District to allow for outside storage at 2551 Logan Avenue with the following conditions: 1) a minimum of a 6' tall buffer is provided to screen the parking area and storage areas from adjoining properties to the north and south and the buffer shall consist of a solid fence or chain link fence with slats. 2) Outside storage is only allowed within the pavement area to the west of the structures and the pavement area to the south of the 2 structures located in the center of the property. 3) Hard surfacing will be required to the doors of the storage units along with driveways and parking lots. Other areas for campers, trailers, etc., can be of other material; however, they must be maintained to a dust free surfacing, such as seal coat or recycled asphalt. 4) A formal site plan and drainage plan is submitted to the Engineering Department and executed, and 5) that no Alcohol Sales or Adult Entertainment will be allowed at the site. Motion carried unanimously. B. Special Permit 1. Request by Brad Thomas for a Special Permit to allow for a 2nd house on a single lot in the "R- 2" One and Two Family Residence District located at 751 West Donald Street. Schroeder read the staff report recommending approval of the request. There were no comments on this request. It was moved by Leistikow and seconded by Schoborg to recommend approval of a request by Brad Thomas for a Special Permit to allow for a 2nd house on a single lot in the "R-2" One and Two Family Residence District located at 751 West Donald Street. Motion carried unanimously. C. Vacates/Dedicates 1. Request by the City of Waterloo to vacate an existing 50' sanitary sewer easement in the `B-P" Business Park District located at and north of 3301 Greyhound Drive. Dornoff read the staff report recommending approval of the request. There were no comments on this request. It was moved by Schaefer and seconded by Shirk to recommend approval of a request by City of Waterloo to vacate an existing 50' sanitary sewer easement in the `B-P" Business Park District located at and north of 3301 Greyhound Drive.. Motion carried unanimously. 2. Request by the City of Waterloo to vacate approximately 1,613 square feet of city -owned alley right-of-way in the "M-1" Light Industrial District located adjacent to 54 Lane Street. Schneider read the staff report recommending approval of the request. There was no comments on this request. -3 Page 177 of 236 Planning and Zoning Commission November 14, 2023 It was moved by Schoborg and seconded by Donat to recommend approval of the request by the City of Waterloo to vacate approximately 1,613 square feet of city -owned alley right-of-way in the "M-1 " Light Industrial District located adjacent to 54 Lane Street. Motion carried unanimously. D. Encroachment Agreements 1. Request by JSA Development for an Encroachment Agreement to allow for decorative lights within the right-of-way of East Park Avenue in the "C-2" Commercial District located at 425 Franklin Street. Schroeder read the staff report recommending approval of the request with the following condition: Fully signed and executed encroachment agreement. There were no comments on this request. It was moved by Leistikow and seconded by Donat to recommend approval of the request by JSA Development for an Encroachment Agreement to allow for decorative lights within the right-of-way of East Park Avenue with the following condition: Fully signed and executed encroachment agreement in the "C-2" Commercial District located at 425 Franklin Street. Motion carried unanimously. VI. Discussion Anderson informed the Commission that Brad Condon, the Chairperson of the Board of Adjustment passed away last week. The next meeting of the Planning, Programming, and Zoning Commission will be on December 12, 2023. VII. Adjournment It was moved by Schoborg and seconded by Donat to adjourn the meeting at 4:39pm. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner II -4 Page 178 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District and a Site Plan Amendment for expansion of an auto sales facility located on the southwest side of South Street from West 6th Street to West 7th Street. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to rezone the property in question from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District in order to expand the current C&S Car Company business. The properties in question previously had homes on the lots, but the houses were demolished. The applicants propose constructing a 150' X 40' (6000 square foot) building on the site for parts sales. The proposed building will be similar to the building built at the corner of West 11 th Street and Commercial Street for C&S Car Company II. The building will be situated on the west side of the property and will face the existing C&S sales building located across the street. The applicant has presented two site plans, one with 57 parking spaces and one with 82 parking spaces. Parking requirements is 1 (one) parking space for every 500 square feet of building which would require 12 parking spaces; therefore, they meet the requirements. A combination of solid fencing and landscaping screening will be required along the west/southwest property line for this site. This will buffer the property from the single-family homes to the west and southwest. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood. DATA, ANALYSIS, AND STRATEGIES N/A IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION N/A COMMUNITY ENGAGEMENT METHODS A public hearing was held at the Planning, Programming, and Zoning Commission at their December 12, 2023, meeting where they voted 7-0 to recommend approval of the request. Page 179 of 236 SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION N/A LEGAL DESCRIPTION DOES ADDITION LOTS 1 - 5 BLK 13 ATTACHMENTS 1 Staff Report - C&S 2. SW side of South Street - R3 to C2CZ - Overview Map 3. SW side of South Street - R3 to C2CZ - Aerial Map 2 4. CS SITE PLAN 5. Application Page 180 of 236 December 12, 2023 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: Request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District and a Site Plan Amendment for expansion of an auto sales facility located on the southwest side of South Street from West 6th Street to West 7th Street. C&S Car Company, 812 Washington Street, Waterloo, Iowa 50702. The applicant is requesting to rezone the property in question from "C-2,C-Z" Conditional Zoning District and "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District. The request would not appear to have a negative impact on the surrounding neighborhood. The request does not appear to have a negative impact on traffic or pedestrian conditions in the area. The property will be accessed off of South Street which is a local street and connects to West 6th Street which is a minor arterial. The nearest trails are the US Highway 218 and West 6th Street trails located 0.157 miles to the northeast. All streets in the area have sidewalks. The surrounding residential development occurred between 1876 and 1939 and commercial development between 1941 and 1991. A combination of solid fencing and landscaping screening will be required along the west/southwest property line for this site. This will buffer the property from the single-family homes to the west and southwest. The area is question is currently zoned "R-3" Multiple Residence District District and has been zoned as such since adoption of Zoning Ordinance No. 2479 in 1969. Surrounding land uses and their zoning are as follows: North — Commercial and residential zoned "C-2" Commercial District. South — Residential and religious uses, zoned "R-3" Multiple Residence District. East — Residential and commercial zoned "R-4" Multiple Residence District, and "C-2" Commercial Distrcit. West — Residential zoned "C-2" Commercial District and "R-3" Multiple Residence District. Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 1 of 7 Page 181 of 236 December 12, 2023 DRAINAGE: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: FLOODPLAIN: The proposed request requires storm water management. The applicant will need to submit a full site plan showing on -site detention to the Engineering Department. Irving Elementary School is located 0.41 miles to the southwest, Hoover Middle School is located 2.07 miles to the southwest, and East High School is located 1.02 miles to the northeast. There are twin 21" sanitary sewer Lines located in West 6th Street, a 15" sanitary sewer line located in South Street, and 18"/24" Storm Sewer located in South Street. The Dry Run Arch drainage is located in West 6th Street. There is overhead power lines located in the alleyway between West 6th and West 7th Streets and along West 6th Streets. The Future Land Use Map designates this property as Mixed Residential: Low, Medium, High Density Residential; Professional Offices. The site is located in the Primary Growth Area as identified in the City's Comprehensive Plan, approved on August 21, 2023. The intersection of South Street and West 6th Street is located in Dry Run Floodplain Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0302F, dated July Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 2 of 7 Page 182 of 236 December 12, 2023 18, 2011. A vast majority of the property site in question is not located in a special flood hazard area. STAFF ANALYSIS The applicant is requesting to rezone the property in question from ZONING "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning ORDINANCE: District in order to expand the current C&S Car Company business. The properties in question previously had homes on the lots, but the houses were demolished. The applicants propose constructing a 150' X 40' (6000 square foot) building on the site for parts sales. The proposed building will be similar to the building built at the corner of West 11 th Street and Commercial Street for C&S Car Company II. The building will be situated on the west side of the property and will face the existing C&S sales building located across the street. The applicant has presented two site plans, one with 57 parking spaces and one with 82 parking spaces. Parking requirements is 1 (one) parking space for every 500 square feet of building which would require 12 parking spaces; therefore, they meet the requirements. A combination of solid fencing and landscaping screening will be required along the west/southwest property line for this site. This will Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 3 of 7 Page 183 of 236 December 12, 2023 buffer the property from the single-family homes to the west and southwest. cTryl MPNHOLE RIh1 ELEV= 849.44 I,' OJT NE= 865,9 b AMP IN SW— 845.54 M a' .. 1 South ';Street 1 ' 1 STM - CONCRT7g• / ASPHALT CVLRI AY'- I L_ - {-5 AN _ �� � r 1- II ll reoo_ Ro� I�I 1 �� ELEV ] . \ SIDEW LTP 70 S]fLLS 16.NHOLE-0 4; DRAIN • HIM LE V= 5579 IN W= 85301 12' OUT E= 853.00 .. 'Alley(20) - :a GRAVEL 7 -1- — i I , L LS STM MAN19LE RIM ELEV= S69.44 18' OUT NE- 045.39 6" ChIP IN SW- 845.59 V.N. 1,6 - d . - 1dmX, cur MA,_ _ South Street j 18' s,� CONCRETE / ASPHALT OVERLAY —♦t SAN 0 0 0 W CON.-OL POINT 'RF2 REBHR ELEV=.8 34 24/ST4 LS SI®EWA ( Alley (20') r GRAVEL' 5 POiler TROT POINL 4500 VIPs LLk J= 86fi--26 I g a -_LEXIS. CONCRETE---\ P\`qA\HING LOT i� g I fl 6 TAL S 1 a IS�1, A' 6L,, G�,S`8 i S a J U � o / a II- ,._,.)- ire .,,, Th Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 4 of 7 Page 184 of 236 December 12, 2023 Picture 1: Lot that was previously rezoned. Picture 2: Looking southeast from West 6th Street to lots to be rezoned. Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 5 of 7 Page 185 of 236 December 12, 2023 Picture 3: Looking southeast toward existing C&S property. TECH REVIEW NOTES: STAFF ANALYSIS SUBDIVISION ORDINANCE: STAFF RECOMMENDATION Knutson noted that before they put gravel down they will need to submit site and drainage plan to which Dornoff responded that the applicant has been notified of that. Weliver noted that fire department will need to look at access which may require some adjustments to the building. There is no platting in relation to this request. Therefore, staff recommends that the request by C&S Car Company to rezone approximately 0.57 acres from "R-3" Multiple Residence District to "C-2,C-Z" Conditional Zoning District for expansion of an auto sales facility located on the southwest side of South Street from West 6th Street to West 7th Street, be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 6 of 7 Page 186 of 236 December 12, 2023 3. The rezone will allow the expansion of a Waterloo based business. With the following conditions: 1. That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. 2. A combination of solid fencing and landscaping screening will be required along the west/southwest property line for this site. This will buffer the property from the single-family homes to the west and southwest. Rezone "R-3" & "C-2,C-Z" to "C-2,C-Z" Page 7 of 7 Page 187 of 236 City of Waterloo Planning, Programming and Zoning Commission December 12, 2023 M=1 R/VFR 'Pp M-2 rMMERCIAL-ST M-2,P C=2 M-2 WESTFIELD Ps C-P W: WASHINGTON ST -A`1 _Se0`P r—L ILANDAvs -R-2—RAINDA I L- STa W. WELLINGTON)ST J\y R-3 1R-3;C=Z � \5� .14105 �,ti —R'3 — C-2 R-4 LFOREST AVE r J R-1 II ALMOND ST I LI PINE ST— ST' <s, C-2;C Z M-1 ,\k/ /\, s>• / \ C'3 QP c:;\ t�,`'� \ Qi 0 C-1, C-Z R-3;C-Z C=1 �S� • PLEASANT ST ~ �,5� I I I R-``1,R -IP WILL ISTONAVETR'2,C�Z R-2; C-Z— BERTCH AVE I 1 HAWTHORNE AVE R-1 1 1 ' —BYRON AVE R-3 g R-2TC-Z R- 2;C-Z- E.-MITCHELL-AVE '1 CORNWALL-AVE 4 NT-AVE ��AVITT-ST— I- I_ o R-2 0) w o Q R-3 z = o O Op 0 fx 1 0 C-1 C1Z L R-2'C-Z FOREST AVE 0 PATTON AVE— Z E. MITCHELL-AVE rBOURLANDI VE O >- J DOUGLAS ST R=2 R_3 0)-GLENWOOD ST INDEPENDENCE AVE—I COURTLAND ST I M FOWLER ST L W — I I I R-2 t R-3, C_ Z C-2 1- cn BYRONAVE ? ~ Z � 0 w 0 0 CORNWALL-AVE C-2 SW side of South Street south of West 6th Street Rezone from "R-3" to "C-2, C-Z" C&S Car Company PCgc 1 q$ City of Waterloo Planning, Programming and Zoning Commission December 12, 2023 Area to be rezoned and Site Plan Amendment Southwest side of South Street south of 6th Street Rezone from "R-3" to "C-2, C-Z" C&S Car Comany n ,. .,.__ 4 On _[ nnc STM MANHOLE RIM ELEV= 849.44 18" OUT NE= 845.39 6" CMP IN SW= 845.54 O CONCRETE ( VM 1VM STM MANHOLE RIM ELEV= 849.22 24" IN SE= 844.80 15" IN NE= 844.80 30" OUT NW= 844.64 CONCRETE Tgf'1G1 DETENTION AREA 27 ST LL CONTROL POINT #601 3" REBAR-16775 RED CAP ELEV= 853.31 VM VM VM VM 1 V M VM 1 V M 1VM South Street O r ASPHALT OVERLAY 11 STALLS 10' REAR BLDG S/B Alley J SIDEW VM STM MANHOLE —OPEN DRAIN RIM ELEV= 855.79 12" IN W= 853.01 12" OUT E= 853.00 / GRAVEL VM � " SA OH VM 18" STM VM VM 11VM SAN MANHOLV RIM ELEV= 856.27 10" IN SW= 848.4 10" IN NE= 848.4 15" OUT NW= 848.47 TROL POINT #600 1" OPEN PIPE ELEV= 856. OHE TO 15 20 30 OHE VM— STM INLET RIM ELEV= 856.0 12" IN NW= 852.1 12" OUT E= 852. N OHE ASPHALT OVERLAY "Q c af 0) .0 c C W c N co U c cd al U c W OW � rL^ VJ s 0 0 o co O 3N 0 1 c� N mco 173 co o.. a� L*ci 93> < CONTROL POINT #603 I rREBAR VV= 859.95 L_ L 0 c as 0 c o1- U N O i N i c, C N 0 U N J Z ai 0 0 0 L C 0 c 0 CO C N 0_ W r; m Y c to mm o N J J sheet 1 Axrfno On L �236 STM MANHOLE RIM ELEV= 849.44 18" OUT NE= 845.39 6" CMP IN SW= 845.54 O CONCRETE VM IVM STM MANHOLE RIM ELEV= 849.22 24" IN SE= 844.80 15" IN NE= 844.80 30" OUT NW= 844.64 CONCRETE CONTROL POINT REBAR ELEV= / I I LEV=_84 .35 VM STORM DETENTION AREA 24 STA LS 24 STA LS STALL CONTROL POINT #601 2" REBAR-16775 RED CAP ELEV= 853.31 VM VM VM IVM VM ±VM 1VM *VM South Street ASPHALT OVERLAY 15" SA SIDEWALK STM MANHOLE -OPEN DRAIN RIM ELEV= 855.79 12" IN W= 853.01 12" OUT E= 853.00 / GRAVEL VM IVM IVM 1VM .LVM 1VM 18" STM SAN MANHOLE RIM ELEV= 856.27 10" IN SW= 848.47 10" IN NE= 848.47 15" OUT NW= 848.47 TROL POINT #600 1" OPEN PIPE ELEV= 856.2�7 EXIS. CONC PARKING LOT 10 15 20 30 fSTM ETM INLET LEV= 856.0 12" IN NW= 852. 9 12" OUT E= 852 3 OHE —o L 1" N z CONTROL POINT #6 REBAR LEV= 859.95 .ge 191 N H 0 W 0 z 0 c as 0 N U) �, �36 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Applicant's name (please print): C&S Car Company Address: 812 Washington St Phone: 319-291-7321 Fax: City: Waterloo State: Iowa Zip: 50702 b. Status of applicant: (a) Owner x (b) Other (CHECK ONE): If other explain: 319-291-6053 c. Property owner's name if different than above (please print): George Cooley Address: 812 Washington St Phone: 319-291-7321 Fax: 319-291-6053 City: Waterloo State: IA Zip: 50702 2. PROPERTY INFORMATION: a. General location of property to be rezoned: Southwesterly side of South St from W 6th St to W 7th St b. Legal description of property to be rezoned: Lots 3, 4, and 5, Block 13, Does Addition Waterloo Black Hawk County Iowa c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): 1405(180' d. Area of Proposed Zoning Boundary (Excluding Right of Way): .579 acre e. Current zoning: R-3 Requested zoning: C2-CZ f. Reason(s) for rezoning and proposed use(s) of property: New parking lot and buidling g. Conditions (if any) agreed to: h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from rezone request). The filing fee of $300 + $10 per acre ($750 max) (payable to the City of Waterloo) is required (round amount down to nearest $10 increment). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, a Zoning Cs .yn ission and the Waterloo City Council in making their decision. The undersigned authorize Zonin ? fefals to enter the property in question in regards to the request. Page 192 of 236 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution approving a request by the City of Waterloo to dedicate a new thirty-foot utility easement on the east property line of Becker Elementary School west of the former Linbud Lane right-of-way in the "R-3" Multiple Residence District at 1239 Sheldon Street. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Request by the City of Waterloo to dedicate a new 30' utility easement on the east property line at Becker Elementary School west of the former Linbud Lane right-of-way. The site is zoned "R-3" Multiple Residence District and has been zoned as such since the adoption of the Zoning Ordinance in 1969. Neighboring land uses and zoning: North, South, and West— Residences zoned "R-2" One and Two Family Residence District East — Residences zoned "R-3" Multiple Residence District and "R-2" One and Two Family Residence District. A 10" sewer main is located just east of Becker Elementary School within the right-of-way of Linbud lane that was recently vacated. Downing Avenue to the south contains a 36" Storm Sewer main and Sager Avenue to the north contains a 12" Storm Sewer Main. The applicant is requesting to dedicate a new 30' Sanitary Sewer Easement on the east property line of Becker Elementary School west of the former Linbud Lane right-of-way in the R-3 Multiple Residence District. An easement was retained over the vacated right-of-way, but additional easement is needed to properly maintain the sewer. Therefore, staff recommends the request to dedicate a 30' utility easement on the east property at Becker Elementary School west of the former Lindbud Lane right-of-way in the "R-3" Multiple Residence District, be approved for the following reasons: 1. The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on the surrounding area. 2. The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be dedicated for a sanitary sewer easement is not needed for city right-of-way. Page 193 of 236 NEIGHBORHOOD IMPACT The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on the surrounding neighborhood. The request to dedicate a new 30' Sanitary Sewer Easement on the east property line at Becker Elementary School west of the former Linbud Lane right-of-way would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated appears to have minimal use as city right-of-way. There are sidewalks along Sheldon Street, Downing Avenue, and Sager Avenue. There are no sidewalks along Linbud Lane. The University Avenue Trail is located three blocks east of the project area. The proposed dedication of a new 30' Sanitary Sewer Easement area on the east property line of Becker Elementary School west of the former Linbud Lane right-of-way would not appear to have a negative impact on drainage.No portion of the dedication area is located within a floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 0282F, dated July 18, 2011. The Future Land Use Map designates this area as Parks, Open Space, Schools, Hospitals, Government Facility, Public Area, and Airport. The project would be in compliance with the future land use map. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION WEST 30 FEET OF THE EAST 40 FEET OF THE NORTH 630 FEET OF THE SOUTH 660 FEET LOT 28 ATTACHMENTS 1. City Council Packet Page 194 of 236 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN January 2, 2024 Request by the City of Waterloo to dedicate a new 30' utility easement on the east property line of Becker Elementary School west of the former Linbud Lane right-of-way in the "R- 3" Multiple Residence District at 1239 Shelden Street. City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703 Request by the City of Waterloo to dedicate a new 30' utility easement on the east property line at Becker Elementary School west of the former Linbud Lane right-of-way. The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on the surrounding neighborhood. The request to dedicate a new 30' Sanitary Sewer Easement on the east property line at Becker Elementary School west of the former Linbud Lane right-of-way would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated appears to have minimal use as city right-of- way. There are sidewalks along Sheldon Street, Downing Avenue, and Sager Avenue. There are no sidewalks along Linbud Lane. The University Avenue Trail is located three blocks east of the project area. The site is zoned "R-3" Multiple Residence District and has been zoned as such since the adoption of the Zoning Ordinance in 1969. Neighboring land uses and zoning: North, South, and West— Residences zoned "R-2" One and Two Family Residence District East — Residences zoned "R-3" Multiple Residence District and "R-2" One and Two Family Residence District The request would not require any buffering by ordinance standards. The proposed dedication of a new 30' Sanitary Sewer Easement area on the east property line of Becker Elementary School west of the former Linbud Lane right-of- way would not appear to have a negative impact on drainage. The area is composed of single-family and multi -family residences primarily built between the 1950s and 1980s. No portion of the dedication area is located within a floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 0282F, dated July 18, 2011. The dedicating of a utility easement is occurring at Becker Dedicate Utility Easement Page 1 of 2 Page 195 of 236 SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: TECHNICAL REVIEW COMMITTEE: STAFF RECOMMENDATION: January 2, 2024 Elementary School. Central Middle School is located 2,100 feet to the west of the project area. Becker Elementary contains a playground and open space adjacent to the vacate area. A 10" sewer main is located just east of Becker Elementary School within the right-of-way to be vacated. Downing Avenue to the south contains a 36" Storm Sewer main and Sager Avenue to the north contains a 12" Storm Sewer Main. The Future Land Use Map designates this area as Parks, Open Space, Schools, Hospitals, Government Facility, Public Area, and Airport. The project would be in compliance with the future land use map. The applicant is requesting to dedicate a new 30' Sanitary Sewer Easement on the east property line of Becker Elementary School west of the former Linbud Lane right-of- way in the R-3 Multiple Residence District. The Planning and Zoning Commission unanimously approved the request at their regular meeting on September 12, 2023 There is no platting in relation to this request. The Technical Review Committee did not have any concerns regarding this request. Therefore, staff recommends the request dedicate a 30' utility easement on the east property at Becker Elementary School west of the former Lindbud Lane right-of-way in the "R-3" Multiple Residence District, be approved for the following reasons: 1. The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on the surrounding area. 2. The request to dedicate a new sanitary sewer easement would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be dedicated for a sanitary sewer easement is not needed for city right-of-way. Dedicate Utility Easement Page 2 of 2 2 Page 196 of 236 City of Waterloo City Council January 2, 2024 R-3 I R-2;C=Z R-4C-Z 0 0 0 0 R-3,C-Z R-1 R-4 i ILPDK HAWK 0 Er w- d T LARK LN UPTON AVE WIT 111111 r BAUCH ST 1 1 I1II GARDEN AVE Z 1 I R=2 rol *i7 to's 1� /j/ R-2;C_LZ CSC Z C?1 w x RUSH ST 11111111 RD if ,R3I R-3,C-Z W. 3RD: ST7 y 1 ° L e tr R-2 Becker Elementary School Easement Dedicate City of Waterloo 3 n7 c nnr Fred Becker Elementary 1239 Sheldon Street SAGER AVE // Area to be dedicated City of Waterloo City Council January 2, 2024 SAGER AVE /. DOWNING AVE a1-3 SAGER AVE MIRADA DR TRACEY DR SAGER AVE i Q - ; Z �� ` �rl Od w I Area being vacated p Irk. with easement maintained. J DOWNING AVE DOWNING AVE Becker Elementary School Easement Dedicate N W'� 1 E of Wq�r� � •"'"'"""" City of Waterloo �S7v11 4 EXHIBIT 'A" Public ROW Vacation & Public Utility Easement Dedication Lot 28, Littlefield Addition City of Waterloo, Black Hawk County, Iowa J SAGER AVENUE VACATED SAN LITTLEFIELD ROAD 60' PLATTED ROW BLOCK 4 PARK ALABAR HILLS POB SOUTH LINE BLOCK 4 ALABAR HILLS VACATED ALABAR AVENUE PUBLIC UTILITY EASEMENT RETAINED DOC. NO. 2020-10088 & DOC. NO. 2019-17390 BLOCK 3 ALABAR HILLS SOUTH LINE BLOCK 3 ALABAR HILLS ii/ - - 295' / ►♦10 _ NORTH LINE SOUTH 660;/1I, FEET LOT 28 ♦/ 11 ;♦:I% — _ PARK PARCEL PER cn DEED BOOK 405 N PAGE 362 EAST LINE LOT 28 EAST 10 FEET OF THE NORTH 630 FEET OF THE SOUTH 660 FEET LOT 28 1 ��/ �� .• 10 � ; FOR PUBLIC ROW PER DEED BOOK 329 PAGE 233 �/ 10' — 295' TO BE VACATED AND PUBLIC UTILITY EASEMENT TO BE RETAINED OVER ENTIRE PARCEL tl �/ �/ _ — H O ° il 2 m o w co LOT 28 LITTLEFIELD ADDITION t�qg i�I 1$0 iP LU ()o Q -j WEST 30 FEET OF THE EAST 40 FEET OF THE NORTH 630 FEET OF THE SOUTH 660 FEET LOT 28 :♦,! ''/ / a — — / PROPOSED PUBLIC UTILITY EASEMENT TO BE OBTAINED WEST LINE EAST 660 FEET LOT 28 EXISTING 10" PUBLIC SANITARY SEWER MAIN .`=10 11. .: '/ / 0 0 50 100 NO RECORDED EASEMENT FOUND ��/ Scale: finch = 100 feet SOUTH LINE LOT 28 �'/ I 30' 30' I o DOWNING AVENUE M Zo VARIABLE WIDTH PLATTED PUBLIC ROW -, co m SOUTHEAST CORNER LOT 28 City of Waterloo Engineering Department 715 Mulberry Street, Waterloo, Iowa 50703 Phone: (319) 291-4312 Fax: (319) 291-4262 Drawn By: WWC Scale: 1" = 100' Field Work Date: Date Drawn: 7-28-2023 . Sheet No. 1of I — rage I as oI ZOO PERMANENT EASEMENT The undersigned does hereby grant and convey unto the City of Waterloo, Iowa, an easement over, under, and upon the following described property in the City of Waterloo, Black Hawk County, State of Iowa: The West 30 Feet of the East 40 Feet of the North 630 Feet of the South 660 Feet, Lot 28 Littlefield Addition, City of Waterloo, Black Hawk County, Iowa. for the purpose of : Installing Utility Easement and Maintaining Public Utilities. Together with a right of ingress and egress thereon, IN WITNESS WHEREOF, we have hereunto set our hands this 1, day of Nc mbcx Waterloo Co r nit chool District Dr. perintendent State of Iowa ) Black Hawk County) ss. 01 On this . day of NONem&X , 2023 before me the undersigned, a Notary Public in and for the County of Black Hawk , State of Iowa personally appeared -Aar cid 3,-Y-1i *i1 , to me known to be the persons named in and who executed the foregoing instrument and acknowledged that they executed the same as their voluntary act and deed. IN WITNESS WHEREOF, I have hereunto signed my name and affixed my Notarial Seal the day and year last above written. PAMELA O ARNDORFER Commission Number 766854 . My Comrmisss oon Expires G Notary Public 6 Page 200 of 236 Applicant: Email: City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 Offer to Vacate and Purchase City Right -of -Way Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement ❑ Sale of City -Owned Property C"-‘4c‹,)( (PC4eC Address: 7 ( ( i General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): CrO 11 yevske i) -I-- sr ; A rX Ckt�� �� t 3 f,10Dt.t Legal description of area to be conveyed, vacated, or encroached: S �f Ac)/ve).- 1. A non-refundable filing fee(s) shall be made as follows (checks payable to City of Waterloo): • Right-of-way vacation -- One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated -- No Fee • Any request not meeting the Sale of Property Policy -- One Hundred Dollar ($100.00) Fee 2. Offer Price* [Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): Phone No.: 3 `9--()/ • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Entire Area: C� O Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: Other: P ase pro attio 1 consti ide a site plan and/or aerial photo of the area to be vacated if the request involves ion as the reason for the request. Applicant Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements 7 Page 201 of 236 IIII 11 II I 1111111111 I III IIIIIIIIII II 1 II Doc ID: 011904270011 Type GEN Recorded: 02/17/2023 at 11:51:17 AM Fee Amt: $57.00 Page 1 of 11 Black Hawk County Iowa SANDIE L. SMITH RECORDER Fi1e2023-00011532 4 uk-q vioactiwv Preparer: Christopher S, Wendland, P.O. Box 596, Waterloo, Iowa 50704 (319) 234-5701 After recording, return to Community Planning & Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of May 17 , 2021 by and between Todd J. Borwig, a married person ("Developer"), and the City of Waterloo, Iowa ("City"). RECITALS A, Developer is willing and able to finance and construct single-family homes and related improvements on property owned by or to be acquired by the City of Waterloo, as described on Exhibit "A" attached hereto (the "Property"). B. City considers infill residential development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives to encourage that goal. City believes that such development is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the Project (defined below) has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Property to Developer for the sum of $1.00 (the "Purchase Price"). Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. City shall have no duty to convey title to Developer until City has completed the assembly of all Property, has filed a subdivision plat of the Property, and Developer has delivered to 1 5, 00�42k Page 202 of 236 City reasonable and satisfactory proof of financial ability to undertake and carry on the Project (defined below), which may take the form of a lending commitment letter. Developer may, at its own expense, obtain whatever form of title evidence it desires. If title is unmarketable or subject to matters not acceptable to Developer, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Developer, Developer may terminate this Agreement. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Developer. Developer shall construct a city street and cul-de-sac on the Property, install or arrange to be installed the infrastructure for public water service, sanitary sewer and storm sewer, and shall construct one single-family dwelling and garage on each platted lot, completed to a finished state, including installation of driveways, removal of all construction debris, proper leveling or shaping of groundscape, and grassing and/or landscaping (construction and finishing as so described are referred to collectively as the "Improvements"). Each dwelling shall have a minimum livable area of 1,200 square feet and an assessed value upon completion of approximately $150,000 or more. The construction of one home on each lot is a "Phase." The Improvements shall be constructed in accordance with the terms of this Agreement, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Developer shall submit specific street designs and plans, building designs and site plans for City review and approval before the commencement of construction and shall not substantially deviate from such plans, specifications or designs. Developer will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. Developer will be responsible to clear trees and brush from the Property at its own cost to allow for construction of all Improvements. The Property, the Improvements, and all site preparation and development -related work to be undertaken and completed by Developer under this Agreement are collectively referred to as the "Project". 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Developer's commitment to cause the Project to be undertaken and to construct the Improvements in a timely manner constitutes a material inducement for the City to extend the incentives provided for in this Agreement, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), Developer must obtain a building permit and begin construction of the first home within four (4) months after conveyance of the Property (the "Project Start Date") and must Substantially Complete construction of same within eight (8) months thereafter. Developer must Substantially Complete construction of additional homes on a schedule of one (1) home each year, so that each Phase must be Substantially Completed within twelve (12) months of the date that the preceding Phase was Substantially Completed. The date by which each Phase must be Substantially Completed is a "Phase Completion Deadline." Developer will be responsible to clear trees and brush from the Property at its own cost to allow for construction of street improvements and each 2 Page 203 of 236 home. For purposes of this Agreement, "Substantially Complete" means the date on which the Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto and the City has verified that Project elements for which no permit was necessary have been substantially completed. If Developer has not begun construction of the Improvements before the Project Start Date, City may terminate this Agreement as set forth in Section 12, and City shall have no further obligation hereunder with respect to such Project. If construction has not begun by the Project Start Date but the development of the Project is still imminent, the City Council may, but shall not be required to, grant an extension of the Phase Completion Deadline for any Phase not yet completed. If construction has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Developer (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Phase Completion Deadline(s) by a number of days equal to the number of days lost as a result of Unavoidable Delays, and thereafter if construction is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 12, title to Phase lots on which a home has not been Substantially Completed (the "Reverter Property") shall revert to the City, and City shall have no further obligation hereunder with respect to such Project, nor any duty to compensate Developer for any work or materials provided before the termination date or for the added value of any Improvements completed or partially completed. As promptly as possible, Developer shall notify City in writing of the occurrence of any Unavoidable Delay and shall again notify City in writing when the Unavoidable Delay has ended. 4. Reverter of Title; Indemnity. In the event of any reverter of title, Developer agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Reverter Property, free and clear of any lien, claim, charge, security interest, mortgage or encumbrance (collectively, "Liens") arising by or through Developer. Developer shall pay in full, so as to discharge or satisfy, all Liens on or against the Reverter Property. Appointment of Attorney in Fact: If Developer fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Developer's behalf and as its attorney -in -fact, the special warranty deed required by this Section, and for such limited purpose Developer and Developer's spouse do hereby constitute and appoint City as its attorney -in -fact. Developer's spouse executes this Agreement only for the limited purpose of granting to City the limited power of attorney provided for in this paragraph. Developer further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Developer's failure to carry on or complete same, or any Lien or Liens on or against the 3 Page 204 of 236 Reverter Property of any type or nature whatsoever that attaches to the Reverter Property by virtue of Developer's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Developer shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees, incurred by City. Developer's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 5. Utilities. Developer will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services from street right of way to any location on the Property and for payment of any associated connection fees. 6. Incentives. To aid in the Project, City will provide the following incentives: A. Property Assembly and Platting. City will complete the acquisition of that portion of the Property that is identified as tax parcel 8913-15-177-011. Following such acquisition, City will plat the Property in a manner to provide no Tess than five (5) buildable lots and will cooperate with Developer to develop suitable subdivision restrictions, including but not limited to design restrictions. B. lnfill Housing Grants. As provided in the City's infill housing policy, City will pay Developer a grant of $5,000.00 for each home timely completed, for a total maximum incentive of $25,000.00. Each grant shall be payable within sixty (60) days after Improvements on a given lot have been verified by City as Substantially Completed. C. Partial Tax Exemption. Because the Property is located in a designated Consolidated Urban Revitalization Area (CURA) and a designated City Limits Urban Revitalization Area (CLURA), the Property is eligible for tax exemption consistent with and to the extent provided for in Iowa law and City ordinance, provided that Developer meets all requirements to qualify for such exemption. Developer shall elect whether to obtain exemption benefits under either CURA or CLURA, but not both. 7. No Encumbrances; Limited Exception. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any Liens on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City before Company executes any such mortgage. Company may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. 8. No Assignment or Conveyance. Developer agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to 4 Page 205 of 236 the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Developer under this Agreement. 9. Additional Covenants of Developer. In addition to the other promises, covenants and agreements of Developer as provided elsewhere in this Agreement, Developer agrees as follows: A. Until the Improvements have been Substantially Completed, Developer shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Developer with respect to construction of the Improvements. B. Developer will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply with the same, or where the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Developer. C. Developer will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 11. Representations and Warranties of Developer. Developer hereby represents and warrants as follows: A. This Agreement, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Developer that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors' rights generally. B. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of any contractual restriction, evidence of indebtedness, agreement or 5 Page 206 of 236 instrument of whatever nature to which Developer is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. C. There are no actions, suits or proceedings pending or threatened against or affecting Developer in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Developer or which in any manner raises any questions affecting the validity of the Agreement or Developer's ability to perform its obligations under this Agreement. 12. Indemnification and Releases. A. Developer hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any Toss or damage to property or any injury to or death of any person occurring at or about the Property or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Developer or its employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Developer agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever, by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Developer against the City to enforce its rights under this Agreement), or (2) the construction, installation, ownership, and operation of the Improvements, or (3) otherwise as a result of or in connection with the Project or Developer's failure to carry on or complete same. C. The indemnification obligations under this Section shall include attorneys' fees and expenses incurred by any indemnified part. The provisions of this Section shall survive the expiration or termination of this Agreement. 13. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: 6 Page 207 of 236 A. Failure by Developer to cause the construction of the Improvements on the Property to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Developer of any interest (either directly or indirectly) in the Improvements, the Property, or this Agreement, without the prior written consent of City; C. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; D. Developer (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Developer as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Developer, or part thereof, shall be appointed in any proceedings brought against Developer and shall not be discharged within ninety (90) days after such appointment, or if Developer shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to the Property. E. Any representation or warranty made by Developer in this Agreement, or made by Developer in any written statement or certificate furnished by Developer pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 14. Remedies. A. Default by Developer. Whenever any Event of Default in respect of Developer occurs and is continuing, the City may terminate this Agreement, in whole or in part. Before exercising such remedy, City shall give 30 days' written notice to Developer of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Developer shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Developer before the date of termination. 7 Page 208 of 236 B. Default by City. Whenever any Event of Default in respect of Developer occurs and is continuing, Developer may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Developer shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Developer that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 13. Materiality of Developer's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Developer to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Developer acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 14. Performance by City. Developer acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 15. No Third -Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third -party beneficiary of any of the provisions of this Agreement. 16. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: 8 Page 209 of 236 (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, fax number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Developer, at Mit' Iowa Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 17. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Developer nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 18. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 19. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 20. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 9 Page 210 of 236 21. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 23. Entire Agreement. This Agreement, together with the exhibits attached hereto, if any, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 24. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA By: Q e i1;n Hc --- Quentin M. Hart, Mayor Attest: k q r� h1t Kelley Felchle, City Clerk 10 DEVELOPER J42 Todd J. Borwi The undersigned spouse of Developer executes this agreement for the limited purpose set forth in Section 4. (printed name) Page 211 of 236 EXHIBIT "A" Property Description Lots 1 through 5 of a subdivision to be platted, situated on a portion of: The Northerly 330 feet of the West half of the West half of Lot "F" in "Cedar Dale", in Black Hawk County, Iowa (now in the City of Waterloo, Iowa). AND CEDAR DALE PART LOT G BEG AT NE COR LOT G TH S ALONG E LINE 330 FT TH NWLY TO PT 178 FT W OF E LINE AND 310 FT S OF N LINE TH N ALONG A LINE PAR WITH E LINE 310 FT TO N LINE TH E TO BEG. 1 Page 212 of 236 Preparer Information Christopher S. Wendland P.O. Box 596, Waterloo, IA 50704 (319) 234-5701 Address tax statement to City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703. SPECIAL WARRANTY DEED For the consideration of One and 00/100 Dollars ($1.00) and other valuable consideration, Todd J. Borwig and Debra Borwig, husband and wife, do hereby convey to City of Waterloo, Iowa the following described real estate in Black Hawk County, Iowa: Lots 4, 5 and 6, Borwig Addition, City of Waterloo, Iowa. Deed for reverter of title pursuant to Section 4 of Development Agreements between grantor and grantees recorded February 17, 2023 as Doc. No. 2023-11532. Consideration less than $500.00. Exempt from real estate transfer tax, declaration of value and groundwater hazard statement. The grantor hereby covenants with grantees, and successors in interest, to warrant and defend the real estate against the lawful claims of all persons claiming by, through, or under it, except as may be stated above. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. STATE OF IOWA BLACK HAWK Dated: ss: COUNTY ) TODD J. BORWIG and DEBRA BORWIG, by City of Waterloo, Iowa, as attorney -in -fact Acknowledged before me on by Quentin M. Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, as attorney -in -fact for Todd J. Borwig and Debra Borwig, husband and wife. By: Quentin M. Hart, Mayor Attest: Notary Public Kelley Felchle, City Clerk Page 213 of 236 Preparer Information Christopher S. Wendland P.O. Box 596, Waterloo, IA 50704 (319) 234-5701 Address tax statement to City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703. SPECIAL WARRANTY DEED For the consideration of One and 00/100 Dollars ($1.00) and other valuable consideration, Todd J. Borwig and Debra Borwig, husband and wife, do hereby convey to City of Waterloo, Iowa the following described real estate in Black Hawk County, Iowa: Lots 4, 5 and 6, Borwig Addition, City of Waterloo, Iowa. Deed for reverter of title pursuant to Section 4 of Development Agreements between grantor and grantees recorded February 17, 2023 as Doc. No. 2023-11532. Consideration less than $500.00. Exempt from real estate transfer tax, declaration of value and groundwater hazard statement. The grantor hereby covenants with grantees, and successors in interest, to warrant and defend the real estate against the lawful claims of all persons claiming by, through, or under it, except as may be stated above. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. STATE OF IOWA BLACK HAWK Dated: ss: COUNTY ) TODD J. BORWIG and DEBRA BORWIG, by City of Waterloo, Iowa, as attorney -in -fact Acknowledged before me on by Quentin M. Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, as attorney -in -fact for Todd J. Borwig and Debra Borwig, husband and wife. By: Quentin M. Hart, Mayor Attest: Notary Public Kelley Felchle, City Clerk Page 214 of 236 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution approving a Subordination Agreement with FDP WTC, LLC, in favor of Resource Bank, N.A., pertaining to obligations under a Mortgage Agreement dated August 23, 2023, in favor of The Chandler Group, LLC, pertaining to obligations under a Mortgage Agreement dated August 23, 2023, in favor of Notes One Two Three, LLC, pertaining to obligations under a Mortgage dated December 28, 2023, and in favor of State Bank of Cherry, pertaining to obligations under a Mortgage Agreement dated November 3, 2023, for a project located at 250 Westfield Avenue, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 215 of 236 ATTACHMENTS 1. Waterloo subordination agreement FINAL Page 216 of 236 Prepared by: Justin A Teitle, 2550 Middle Rd., Ste 604, Bettendorf, IA 52722; 563-345-4100 Return to: Justin A Teitle, 2550 Middle Rd., Ste 604, Bettendorf, IA 52722 SUBORDINATION AGREEMENT The undersigned CITY OF WATERLOO, IOWA, is the owner and holder of a MORTGAGE dated January 15, 2016, and recorded January 15, 2016, at the Recorder of Deeds of Black Hawk County, Iowa, as Document Number 2016-12510 (the "Waterloo Mortgage"). In consideration of the sum of two dollars and other good and valuable consideration the receipt of which is hereby acknowledged, the CITY OF WATERLOO, IOWA, hereby covenants and agrees to the following: 1. The lien of said Waterloo Mortgage shall be and the same hereby is made subject and subordinate to, with the same force and effect as if said Mortgage has been executed, delivered, and recorded after, the Mortgage to RESOURCE BANK, N.A., dated August 23, 2023 in the amount of $6,000,000.00 and executed by FDP WTC, L.L.C., securing that certain promissory note dated August 23, 2023, and recorded as Document number 2024- 00002960 on August 29, 2023, in favor of RESOURCE BANK, N.A., in the amount of $6,000,000.00 due on August 23, 2048. 2. The lien of said Waterloo Mortgage shall be and the same hereby is made subject and subordinate to, with the same force and effect as if said Mortgage has been executed, delivered, and recorded after, the Mortgage to THE CHANDLER GROUP, LLC, dated August 23, 2023 in the amount of $1,500,000.00 and executed by FDP WTC, L.L.C., securing that certain promissory note dated August 23, 2023, and recorded as Document number 2024-00002961 in August 29, 2023, in favor of THE CHANDLER GROUP, LLC, in the amount of $1,500,000.00 due on April 23, 2023. 3. The lien of said Waterloo Mortgage shall be and the same hereby is made subject and subordinate to, with the same force and effect as if said Mortgage has been executed, delivered, and recorded after, a Mortgage to NOTES ONE TWO THREE, LLC, to be dated January 30, 2024, securing that certain promissory note dated December 28, 2024, in the amount of $6,000,000.00 and executed by FDP WTC, L.L.C., and to be recorded on January 30, 2024, in favor of NOTES ONE TWO THREE, LLC, in the amount of $6,000,000.00, due on December 28, 2029. 4. The lien of said Waterloo Mortgage shall be and the same hereby is made subject and subordinate to, with the same force and effect as if said Mortgage has been executed, delivered, and recorded after, a Mortgage to STATE BANK OF CHERRY, given by FDP WTC, L.L.C., to be dated January 30, 2024, securing that certain promissory note dated November 3, 2023, in the amount of $1,429,096.35 and executed by MP Investment, LLC, and to be recorded on January 30, 2024, in favor of STATE BANK OF CHERRY, in the amount of $1,429,096.35, due on June 11, 2024. Page 217 of 236 2024. WITNESS the hand and seal of the undersigned this day of CITY OF WATERLOO, IOWA By: Its: STATE OF IOWA ) ) SS: COUNTY OF ) I, the undersigned, a Notary Public in and for said county in the State aforesaid, DO HEREBY CERTIFY that personally known to me to be the of CITY OF WATERLOO, IOWA and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he/she signed and delivered the foregoing instrument pursuant to authority of said corporation, for the uses and purpose therein set forth. GIVEN under my hand and Notarial seal this day of , 20 Notary Signature Page 218 of 236 SUPPLEMENTAL AGREEMENT NO. 05 This Supplemental Agreement, made and entered into by and between STANLEY CONSULTANTS, INC. (Consultant) and CITY OF WATERLOO (Client) amends their agreement of September 23, 2019, for Consultant to provide services to the Client for the Feasibility Study for Replacement of Park Avenue and 11 th Street Bridges over the Cedar River, as follows: Scope of Services This Supplemental Agreement is for design, permitting, construction documents and construction related services (CRS) at the Park Avenue Bridge for construction of a Bridge Memorial Marker and Signage. Refer to attachment Exhibit 1 — Scope of Services. This Supplemental Agreement is extending the Agreement End Date to January 31, 2024 to allow CONSULTANT to continue providing CRS for project. Time of Beginning and Completion December 18, 2023, through January 31, 2024 Fees and Payments Original Professional Services Agreement Supplemental Agreement No. 1 Supplemental Agreement No. 2 Supplemental Agreement No. 3 Supplemental Agreement No. 4 $505,000.00 $28,643.00 $1,043,000.00 $1,945,600.00 $13,816.00 Task Compensation Architectural Design, Coordination, & CRS for Bridge Memorial Marker Structural Engineering, Permitting, & CRS for Bridge Memorial Marker & Historical Signage Management, Administration & Coordination Supplemental Agreement No. 5 - Subtotal Amount New Total Contract Amount $54,000.00 $66,600.00 $4,000.00 $124,600.00 $3,660,659.00 Except as specifically amended by this Supplemental Agreement, all the terms and conditions of the original Agreement dated September 23, 2019, shall remain in full force and effect. IN WITNESS WHEREOF, the parties have caused this Supplemental Agreement to be executed on the date below indicated. STANLEY CONSULTANTS NC CITY OF WATERLOO By: o.MA. .. �• By: Daniel R. Fullerton, P.E. Client Service Manager Date: Attest: By: 12/18/2023 Wendy Diekema Date: Attest: By: City_of_Waterloo_lowa\29363 - 11th and Park Ave Bridge Replacements\01-Contracts\SA5_CityofWaterloo_ParkAvel lthStBridges.docx SC3881 1014 Page 219 of 236 Stanley Consultants INC. Exhibit 1 Scope of Services PARK AVENUE AND 11TH STREET OVER CEDAR RIVER BRIDGE REPLACEMENTS ENGINEERING, DESIGN AND CONSTRUCTION RELATED SERVICES CITY OF WATERLOO, IOWA The City of Waterloo (CLIENT) proposes replacing the existing Park Avenue and 1 lth Street over Cedar River Bridges. The existing bridges in downtown Waterloo are nearing the end of their service life. This will be a multi -phase contract with three separate phases of work: Feasibility Study, Preliminary and Final Engineering Design and Bidding Phase, and Construction Phase Services. This Scope of Work is for supplemental design, permitting update, and construction related services required for installation of the Park Avenue Bridge Memorial Marker concept provided by Invision Architects (SUBCONSULTANT) and Park Avenue Bridge Historical Signage concept provided by Tallgrass Historians. PART 1 - BASIC SERVICES The CONSULTANT shall perform Basic Services consisting of those described below. 1.1 Project Management 1.1.1 Include updates on the progress of design and permitting on monthly progress reports. 1.1.2 Coordinate the plan changes with U.S. Army Corps of Engineers (USACE) to obtain approval for updates to the previously obtained permit. Permit update to include full construction of the bridge memorial marker and elevated walkway. 1.1.3 Coordinate the proposed plan changes with the State Historical Preservation Organization (SHPO). Park Avenue Bridge Memorial Marker to fulfill historic monument requirements previously established in agreements with SHPO during earlier project phases. 1.2 Public Involvement 1.2.1 Provide updates on the monument on the social media website for the project. 1.2.2 Provide up to two (2) project updates to City Council or other committees as requested by CLIENT. This could include Main Street Waterloo or Waterloo Development Corporation. 1.3 Design / Construction Documents 1.3.1 Perform update to one-dimensional hydraulic analysis using HEC-RAS for the proposed improvements. 1.3.1.1 Summarize the revised results of the proposed model compared to the previously submitted model. 1.3.1.2 Contact the USACE regarding the Project and provide an update to revise existing 408 permit. 1.3.1.3 Update hydraulic model and summary for comments received from USACE to update the 408 permit. 1.3.2 Utilize existing available geotechnical report from the Park Avenue Bridge project and the floodwall construction to develop foundation type and details. No additional geotechnical exploration is included with this supplemental. 1.3.3 Prepare Pre -Check Plans (60% plan development) and Check Plans (95% plan development), technical specifications, and Estimate of Probable Construction Costs. Submit Pre -Check Plans to CLIENT and USACE for review and comment. Submit Check Plans to CLIENT for plan review. Scope of Work - Park Ave and 11TH Street over Cedar River Bridge Replacements — Park Ave Bridge Marker Page 1 of 2 Page 220 of 236 Stanley Consultants INC. Exhibit 1 Scope of Services 1.3.3.1 Design includes the following: 1.3.3.1.1 Marker pedestal cradle for mounting the beam from the old bridge. Concrete pedestal to include connection for steel bearing from old bridge. 1.3.3.1.2 Elevated walkway details including railing to match amphitheater river wall, foundations, columns, and walkway surface. 1.3.3.1.3 Historical Information Signage with free standing mounts mounted near corners of the bridge. CLIENT will provide details for material, type and size of free-standing mounts. 1.3.3.1.4 Construction documents to be developed to construct the Historical Information Signage as well as Marker pedestal with attachment of the old beam section as part of the on -going bridge replacement project. Details for the elevated walkway will be provided to CLIENT for future construction. 1.3.3.1.5 No lighting or electrical details to be included for the beam marker or the elevated walkway. 1.3.3.2 Complete design in accordance with the AASHTO LRFD Bridge Design Specification. 1.3.3.3 Reference the current edition of the Iowa DOT Standard Specifications for Highway and Bridge Construction including modification by General Supplemental Specifications, Developmental Specifications, and Special Provisions. 1.3.3.4 Check Plans to be complete to a level of detail consistent with existing construction documents including bill of materials for use in unit price contract. 1.3.3.5 Prepare Special Provisions to be included with Check Plans submittal, if applicable. 1.3.4 Attend one (1) review meeting with CLIENT and other stakeholders as needed. Up to three (3) persons from CONSULTANT shall participate in meeting. 1.3.5 Incorporate CLIENT and USACE review comments, complete Final Plans and submit to CLIENT for final approval. 1.3.5.1 Signed and sealed drawings. 1.3.5.2 Signed and sealed special provision, if needed. 1.3.5.3 Submittal to be by electronic PDF. 1.3.6 Provide approved Construction Documents to Contractor and assist the CITY with negotiating a change order to incorporate this work into existing bridge replacement contract. 1.4 Construction Administration and Visits to Site 1.4.1 Visits to Site and Observation of Construction by SUBCONSULTANT. In connection with observations of Contractor's work while it is in progress: 1.4.1.1 Make up to three (3) visits to site, to observe as an experienced and qualified design professional the progress and quality of Work. This visit will occur generally at the same time as Progress Meetings are being held. 1.4.1.2 Respond to RFIs of CONSULTANT during construction related to architectural design. 1.4.2 The CONSULTANT will respond to RFIs and review Shop Drawings during construction related to structural design. 1.4.3 The CONSULTANT will provide resident observation services and is based on full-time observation during the construction phase covered by future supplemental. Scope of Work - Park Ave and 11TH Street over Cedar River Bridge Replacements — Park Ave Bridge Marker Page 2 of 2 Page 221 of 236 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Bill Beck, Fire Chief January 2, 2024 Fire Rescue Department AGENDA ITEM TITLE Resolution approving an ALS Intercept Billing Agreement between Mayo Clinic Ambulance and Waterloo Fire Rescue, and authorizing Bill Beck, Fire Chief, to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. ALS Itercept Billing Agreement Page 222 of 236 MAYO CLINIC co) ALS Intercept Billing Agreement Mayo Clinic Ambulance and Waterloo Fire Rescue desire to demonstrate their commitment to providing the best possible care to their patients entering into this Advanced Life Support (ALS) Intercept Billing Agreement for ground ambulance services. Mayo Clinic Ambulance (herein after referred to as Mayo Clinic), a licensed Advanced Life Support service, agrees to provide Waterloo Fire Rescue, a licensed Advanced Life Support service, with ALS intercept ground ambulance service when Waterloo Fire Rescue requests such. Except as stated below, Mayo Clinic and Waterloo Fire Rescue will bill the patient independent of each other for the services and supplies each provided to the patient. When an ALS intercept is requested and provided, the following billing procedures will be followed: A. When Mayo Clinic transports the patient: 1. Mayo Clinic will be responsible for the billing and collections associated with the service. 2. Mayo Clinic will reimburse Waterloo Fire Rescue a base fee and loaded mileage fee, provided that Waterloo Fire Rescue advises Mayo Clinic at the time of intercept the number of miles they have transported the patient. Reimbursable loaded miles are only those miles when patient was transported by Waterloo Fire Rescue. See EXHIBIT A for base fee and loaded mileage rates. 3. Mayo Clinic will replace any disposables and supplies used by Waterloo Fire Rescue in caring for the patient, provided such disposables and supplies are items normally stocked by Mayo Clinic. Mayo Clinic will charge the patient for all such disposables and supplies used in caring for the patient. 4. Mayo Clinic will charge the patient for all loaded miles and is inclusive of the loaded miles provided by Waterloo Fire Rescue. 5. Mayo Clinic will pay Waterloo Fire Rescue, as in "A2", regardless of Mayo Clinic's ability to collect the charges billed. 6. Waterloo Fire Rescue will accept Mayo Clinic's payment to them, as outlined above, as payment in full for the services provided by Waterloo Fire Rescue. Page 223 of 236 MAYO CLINIC EXHIBIT A Base Fee and Loaded Mileage Rates : Mayo Clinic Ambulance Service will pay the Waterloo Fire Rescue a base fee and loaded mileage fee for ALS intercepts. Reimbursable loaded miles are only those miles where patient was transported by the non -Mayo provider. The rates indicated below apply to the date/year of transport and have been adjusted for projected CPI. Period Base Fee Loaded Mileage Rate 1/1/23 —12/31/23 $330 $8.75 1/1/24 —12/31/24 $340 $9.00 Page 224 of 236 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Paul Huting, Leisure Services Director Leisure Services Department MEETING DATE January 2, 2024 AGENDA ITEM TITLE Resolution approving a Professional Service Agreement with Terracon Consultants of Cedar Falls, Iowa, in conjunction with construction observation and materials testing for the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said documents. RECOMMENDED COUNCIL ACTION Approve resolution and authorized Mayor to sign agreement SUMMARY STATEMENT AND BACKGROUND INFORMATION Professional service agreement will encompass and include services, materials, equipment, personnel and supplies necessary to provide construction observation and material testing during the construction phase of the project. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 4.5: Maintain and develop community services and city facilities that support the quality of life IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Grants, Donations and G.O. Bonds ALTERNATIVE ACTION LEGAL DESCRIPTION Page 225 of 236 ATTACHMENTS 1. Terracon Proposal No. P13231242R - Gates Park Improvements Page 226 of 236 Ferracon December 14, 2023 Waterloo Leisure Services 1101 Campbell Avenue Waterloo, Iowa 50701 Attn: Mr. Travis Nichols E: travis.nichols@waterloo-ia.org 3105 Capital Way, Suite 5 Cedar Falls, IA 50613 P (319) 277-4016 F (319) 277-4320 Terracon.corn Re: Revised Proposal for Construction Observation and Materials Testing Services Gates Park Improvements Donald Street Waterloo, Iowa Terracon Proposal No, P13231242R Dear Mr. Nichols: As requested, Terracon Consultants, Inc. (Terracon) is submitting this revised proposal for completion of construction observation and materials testing services for the above -referenced project. This proposal outlines our understanding of the project and scope of services, provides a fee schedule and estimated cost for our services, and presents our Agreement for Services. Terracon provided geotechnical engineering services for the project in 2022 (Terracon Project No. 13225044). As such, we believe our experience, work on the project as the Geotechnical Engineer, and commitment to responsive quality service will continue to make Terracon a valuable asset to the project. 1.0 PROJECT INFORMATION Project information available for review at the time of this proposal includes: - Civil, structural, and architectural plans dated 5/10/2023 -- Project specifications dated 4/4/2023 We understand the project consists of: - The construction of basketball courts, a skating rink, performance stage, splash pad, playground equipment, restrooms, and new paved parking lots. Explore with us Proposal for Construction Observation & Materials Testing Services Gates Park Improvements • Waterloo, Iowa December 14, 2023 :: Terracon Proposal No. P13231242R 2.0 SCOPE OF SERVICES 2.1 Field and Laboratory Services erracan Terracon will provide appropriately trained employees equipped to respond to the materials testing and construction observation needs of this project as scheduled by the Client or your designated representative. Based on our review of the information provided above, we understand the scope of the on -call services includes: Laboratory soil/aggregate testing - Standard Proctors (delivered to our laboratory) Shallow foundation bearing soil observation and testing - Excavations will be observed for cleanliness and geometry - Excavation bottoms at select locations will be evaluated using manual sampling and testing techniques to a maximum depth of about 3 feet below bearing level - Foundation soil conditions will be compared to information contained in the geotechnical report for this project to determine if suitable bearing conditions exist Portland cement concrete testing - Laboratory testing • Compressive strength of concrete (cast by others and delivered to our laboratory) Structural masonry observation and testing - Observation -structural masonry construction in general accordance with ACI530 Level B except as noted below • In general, Level B includes periodic observations of site prepared mortar, construction of mortar joints, location of vertical and horizontal reinforcement, condition of cells to be grouted, cold or hot weather masonry practices as applicable, and the preparation of samples. Level B also includes continuous observation of grout placement. However, the frequency of these observations has been reduced in our cost estimate to reflect the client's request to not perform full inspections. - Material sampling • Measure grout flow/slump and temperature and cast 3" x 6" grout prisms. For estimating purposes, we assume that cardboard grout sample boxes will be allowed due to the low cost and convenience. However, they are not recognized as an approved mold by ASTM. If the client wishes grout prisms to be formed in general accordance with ASTM C1019, we will need access to forming materials and a protected space onsite to make the samples, and additional costs will apply. - Laboratory testing • Compressive strength of grout Project Management - Attendance at pre -construction and project meetings at Client's request - Technic& consulting at Client's request - Supervision of laboratory and field services - Preparation and review of project reports and invoices Explore with us 2 Page 228 of 236 Proposal for Construction Observation & Materials Testing Services Gates Park Improvements 1E4 Waterloo, Iowa December 14, 2023 is Terracon Proposal No. P13231242R Nrerracon If we have misunderstood any aspect of the proposed project, please advise us at once so we can evaluate the scope of services and make any necessary adjustments prior to finalizing the contract. Once the project is underway, you can request additional services. We will confirm your request by sending you a short supplemental agreement form that states the additional services, making them part of the original agreement 2.2 Scheduling Terracon's services wilt be performed on an as -requested basis with scheduling by the Client or the client's designated representative. Terracon will not be responsible for scheduling our services and will not be responsible for tests or observations that are not performed due to failure to schedule our services on the project. Since our personnel will not be at the site on a resident basis, it will be imperative that we be advised when work is in progress. Services should be scheduled a minimum of 24 hours in advance. Scheduling personnel will be on an as -available basis which may require changes in personnel assigned to the project. For instances of short -notice requests, personnel may have to be utilized which have a higher rate than those normally assigned, and this higher cost may be passed on to the client. All requests for services should be submitted to the Cedar Falls, Iowa office at the following phone number: (319) 277-4016. Services should not be scheduled through our field personnel. We recommend the scope of services described in this proposal be provided to the person(s) responsible for scheduling our services, so they are aware of the services that are proposed. 2.3 Data Collection and Reporting All field technicians are responsible to provide a daily report identifying what work was found to follow the project specifications and drawings and report any non -conformances. The field technicians are required to immediately communicate any non -conformances to the site superintendent and our Project Manager. Effective and timely communication is essential for non -conforming items. Our Project Manager will be responsible for reviewing each technician's reports, keeping non-conformance lists up to date, and communicating test results in a timely manner. To ensure our project manager and field personnel meet the goals we have set for report turnaround, we have developed report tracking software to evaluate the status of any test result or report within our system. This allows us to achieve better communication, more consistency, and faster turnaround of reporting on the project. Data, observations, and other testing and inspection information are easily entered into the system allowing for immediate availability for quality review and electronic distribution of reports. Terracon will maintain non-conformance logs and lists for all testing types performed by us. The list will be maintained electronically in our database and can be updated and e-mailed or printed at any time. 2.3.1 CMELMSTM Management System To provide our clients with real-time field and laboratory data management and reporting, Terracon developed and maintains an automated application that we call CMELMS. The acronym stands for Construction Materials Engineering Laboratory Management System and is utilized by construction materials engineering and testing operations in our offices. Explore with us 3 Page 229 of 236 Proposal for Construction Observation & Materials Testing Services Gates Park Improvements Waterloo, Iowa December 14, 2023 Terracon Proposal No. P13231242R Terracon CMELMS is a complete and comprehensive field and laboratory testing data and results management system. It automates the delivery of our testing and inspection information and can be used anywhere with an Internet connection or through a wireless device. Data (test results and inspections) can be entered into the application right from the project site so that project managers and engineering staff have real-time access to the field data. Final Client Reports are produced in the same application, which allows us to achieve better communication, more consistency, and faster turnaround of reports on the project. 2.3.2 Report Turnaround Time Our Project Managers and/or field technicians will report failing tests or non-conformance items immediately to the designated parties and will typically have digitally signed reports distributed by the end of the next business day. As stated, using our CMELMS software and our field reporting and communication services and capabilities, the test results and inspection information is quickly entered into the system and a report produced. Non -deviation reports will typically be digitally signed and distributed within 3 to 5 business days of service. Laboratory test reports will typically be digitally signed and distributed within 2 business days of the completion of each test. Our reports can be sent digitally via email, posted to our Client Portal, or posted to a designated ftp website, 2.4 Terracon's Incident and Injury -Free Culture Employee safety is a core value of Terracon, and we are committed to an Incident and Injury -Free (IIF) workplace. It is our personal and organizational commitment at ail levels of the company to everyone going home safe to their family every day. All employees are expected to perform their job assignments with safety as a primary objective. Terracon dedicates the time, resources, and equipment necessary for an IIF environment and no employee will be required to work in unsafe conditions. 7,0 COMPENSATION Fees for services provided will be based on the attached Unit Rate Schedule. These rates will apply for the duration of the project. Based on our review of the above -referenced information, our estimated cost to perform the proposed scope of services is $14,050. A breakdown of our cost is provided in the attached Cost Estimate. For the purposes of developing this estimate, the quantities were estimated based on typical means and methods utilized by contractors/subcontractors in this area. It should be noted the Client wouid be billed only for service provided, i.e., Terracon will not bill for the total budget if the total booked is less than the budget. Please note this is only a budget estimate and not a not -to -exceed price, Many factors, including those out of our control, such as weather and the contractor's schedule, responses to requests for information, and how often we are called to the site, will dictate the final fee for our services. Furthermore, all costs associated with deviations, re -testing and re -inspections of failing items, on -site standby time, overtime, and short -notice premiums are not included in our estimated cost. Explore with us 4 Page 230 of 236 Proposal for Construction Observation & Materials Testing Services Gates Park Improvements Waterloo, Iowa December 14, 2023 Terracon Proposal No. P13231242R 4.0 AUTHORIZATION erracon This proposal may be accepted by executing the attached Agreement for Services and returning it along with this proposal to Terracon. We reserve the right to withhold our reports until the signed Agreement has been received by Terracon. This Agreement, including the limitations it contains, shall constitute the exclusive terms, conditions, and services to be performed for this project. This proposal is valid only if authorized within sixty days from the listed proposal date. We appreciate the opportunity to provide this proposal and look forward to working with you on this project. Please call the undersigned if you have any questions or would like to review this proposal. Sincerely, n Consultants, Inc. Cameron Blinn Materials Department Manager Attachments: Explore with us Unit Rate Schedule Cost Estimate Agreement for Services Ricktockhart Principal 5 Page 231 of 236 Revised Proposal for Construction Observation and Materials Testing Services -;, Gates Park Improvements r:. Waterloo, Iowa December 14, 2023 N Terracon Proposal No. P13231242R Unit Rate Schedule uerracon PERSONNEL 1215 Field Technician 1205 Senior Technician 1119 Project Coordinator 1155 Project Manager fiso Senior Project Manager LABORATORY TESTING 2039 Standard Proctor, Soil 2040 Standard Proctor, Rock 3324 Compressive Strength Cylinder (made by Terracon) 3325 Compressive Strength Cylinder (made by others) 3326 Trimming or Capping of Irregular Surfaces 4007 Compressive Strength of Grout Prism EXPENSES 1620 Vehicle Charge 4040 Expedited Services Charge Rate Unit $67.00 hour* $85.00 hour* $85.00 hour $130.00 hour $175.00 hour $200.00 each $240.00 each $20.00 each $30.00 each $30.00 each $50.00 each $20.00 trip $40.00 each *Overtime is defined as all hours in excess of eight (8) per day, outside of the normal hours of 7:OOAM to 5:OOPM Monday through Friday, and all hours worked on Saturdays, Sundays, and holidays. Overtime rates will be 1.5 times the hourly rate quoted (2 times the hourly rate for Sundays and holidays). A 2-hour minimum charge per task is applicable to all site visits. Field services time will be rounded up to the nearest 0.5 hour. Trip charge includes vehicle and mileage costs. Expedited service charges may apply to all field services (per trip) with less than a 4 business hour notice and all rush laboratory services. Rates provided above are valid only if authorized within 90 days from the listed proposal date. You will be invoiced on a periodic basis for services actually performed as authorized or requested by you or your designated representative. Responsive E. Resourceful Reliable Page 232 of 236 Revised Proposal for Construction Observation and Materials Testing Services Gates Park Improvements Waterloo, Iowa December 14, 2023 Terracon Proposal No. P13231242R COST ESTIMATh: Service T pe erracon No. of Hr(s)./ Services service Rate Unit Cost LABORATORY SOIL ! AGGREGATE TESTING Standard Proctor, Soil Our scope assumes samples will be delivered to our laboratory by others. Sample pickups can be performed upon request. Additional fees will apply. 3 $200.00 each $600.00 Subtotal = $600.00 FOUNDATION EXCAVATION OBSERVATION AND TESTING Senior Technician Observation & Testing of Footing Excavations Trip Charge* Vehicle Charge Field Equipment Cone Penetrometer or Field Vane Shear PORTLAND CEMENT CONCRETE TESTING 3 2.00 $85.00 hour $510.00 3 $20.00 trip $60.00 3 $20.00 trip $60.00 Subtotal = $630.00 Laboratory Testing Compressive Strength Cylinder (made by others) Trimming or Capping of Irregular Surfaces Our scope assumes samples will be delivered to our laboratory by others. Sample pickups can be performed upon request. Additional fees will apply. 120 $30.00 test $3,600.00 100 $30.00 each $3,000.00 Subtotal = $6,600.00 STRUCTURAL MASONRY OBSERVATION AND TESTING Senior Technician Reinforcing Steel and Masonry Cell Observation, Sample Preparation Compressive Strength Sample Pickup Trip Charge* Vehicle Charge Laboratory Testing Compressive Strength of Grout Prism Responsive Resourceful s Reliable 5 3.00 $85.00 hour $1,275.00 5 2.00 $85.00 hour $850.00 10 $20.00 visit $200.00 20 $50.00 each $1,000.00 Subtotal = $3,325.00 Page 233 of 236 Revised Proposal for Construction Observation and Materials Testing Services Gates Park Improvements Li Waterloo, Iowa December 14, 2023 Terracon Proposal No. P13231242R COST ESTIMATE Service Type PROJECT MANAGE Project Administration Project Coordinator Project Manager Senior Project Manager erraoon No, of Hr(s)./ Services service Rate Unit Cost 7 $85.00 hour $595.00 15 $130.00 hour $1,950.00 2 $175.00 hour $350.00 Subtotal = $2,895.00 ESTIMATED OBSERVATION AND TESTING FEE ESTIMATED TOTAL w $14,050.00 *We anticipate providing multiple services during some trips; therefore, the quantity of services estimated may not equal the quantity of trips estimated, It should be noted the client is billed only for the amount of service provided, i.e. Terracon will not bill for the total Cost Estimate if the total booked is less than the estimate. The number of tests, trips, and hours on -site are primarily controlled by the contractor's schedule. We recommend the contractor review our estimated number of tests, trips, and duration of on -site time to determine if our estimate is compatible with their production. The estimated cost can then be revised if necessary. Responsive t Resourceful a Reliable Page 234 of 236 ierracon Reference Number: 13231242 AGREEMENT FOR SERVICES This AGREEMENT is between Waterloo Leisure Services ("Client") and Terracon Consultants, lnc. ("Consultant") for Services to be provided by Consultant for Client on the Gates Park Improvements project ("Project"), as described in Consultant's Proposal dated 12/14/2023 ("Proposal"), including but not limited to the Project Information section, unless the Project is otherwise described in Exhibit A to this Agreement (which section or Exhibit is incorporated into this Agreement). 1. Scope of Services. The scope of Consultant's services is described in the Proposal, including but not limited to the Scope of Services section ("Services"), unless Services are otherwise described in Exhibit B to this Agreement (which section or exhibit is incorporated into this Agreement). Portions of the Services may be subcontracted. Consultant's Services do not include the investigation or detection of, nor do recommendations in Consultant's reports address occupant safety issues, such as vulnerability to natural disasters, terrorism, or violence. If Services include purchase of software, Client will execute a separate software license agreement. Consultant's findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services. 2. Acceptance( Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client's request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Either party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid costs incurred and fees earned to the date of termination plus reasonable costs of closing the Project. 3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests, Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Services and fees for the requested changes. Following Client's review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs, authorizes, or permits Consultant to perform changed or additional work, the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time of proposal, Consultant is entitled to a change order equitably adjusting its Services and fee. 4 Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Proposal, including but not limited to the Compensation section, unless fees are otherwise stated in Exhibit C to this Agreement (which section or Exhibit is incorporated into this Agreement). If not stated in either, fees will be according to Consultant's current fee schedule. Fee schedules are valid for the calendar year in which they are issued. Fees do not include safes tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least monthly and payment is due upon receipt of invoice. Client shall notify Consultant in writing, at the address below, within 15 days of the date of the invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of 1.5% per month, but not exceeding the maximum rate allowed by law, for all unpaid amounts 30 days or older. Client agrees to pay all collection -related costs that Consultant incurs, including attorney fees. Consultant may suspend Services for lack of timely payment. It is the responsibility of Client to determine whether federal, state, or local prevailing wage requirements apply and to notify Consultant if prevailing wages apply. If it is later determined that prevailing wages apply, and Consultant was not previously notified by Client, Client agrees to pay the prevailing wage from that point forward, as well as a retroactive payment adjustment to bring previously paid amounts in line with prevailing wages. Client also agrees to defend, indemnify, and hold harmless Consultant from any alleged violations made by any governmental agency regulating prevailing wage activity for failing to pay prevailing wages, including the payment of any fines or penalties. 5. Third Party Reliance. This Agreement and the Services provided are for Consultant and Client's sole benefit and exclusive use with no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third parties other than those who have executed Consultant's reliance agreement, subject to the prior approval of Consultant and Client. 6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING CONSULTANT'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS RELATED CORPORATIONS AND EMPLOYEES) TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF $50,000 OR CONSULTANT'S FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES) ARISING OUT OF CONSULTANT'S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE, CAUSE(S), OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. THIS LIMITATION SHALL NOT APPLY TO THE EXTENT THE DAMAGE I5 PAID UNDER CONSULTANT'S COMMERCIAL GENERAL LIABILITY POLICY. 7. Indemnity/Statute of Limitations. Consultant and Client shall indemnify and hold harmless the other and their respective employees from and against legal liability for claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are legally determined to be caused by their negligent acts, errors, or omissions. In the event such claims, losses, damages, or expenses are legally determined to be caused by the joint or concurrent negligence of Consultant and Client, they shall be borne by each party in proportion to its own negligence under comparative fault principles. Neither party shall have a duty to defend the other party, and no duty to defend is hereby created by this indemnity provision and such duty is explicitly waived under this Agreement. Causes of action arising out of Consultant's Services or this Agreement regardless of cause(s) or the theory of liability, including negligence, indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence to run not later than the date of Consultant's substantial completion of Services on the project. 8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED, CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT'S SERVICES AND CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 9 Insurance. Consultant represents that it now carries, and will continue to carry: (i) workers' compensation insurance in accordance with the laws of the states having jurisdiction over Consultant's employees who are engaged in the Services, and employer's liability insurance ($1,000,000); (ii) commercial general liability insurance ($2,000,000 occ / $4,000,000 agg); (iii) automobile liability insurance ($2,000,000 B.I. and P.D. combined single limit); (iv) umbrella liability ($5,000,000 occ / agg); and (v) professional liability insurance ($1,000,000 claim / agg). Certificates of insurance will be provided upon request. Client and Consultant shall waive subrogation against the other party on all general liability and property coverage. Page 1 of 2 Rev. 11-22 Page 235 of 236 lerrau-on Reference Number: 13231242 10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR ANY SPECIAL, CONSEQUENTIAL, INDIRECT, PUNITIVE, OR EXEMPLARY DAMAGES. 11. Dispute Resolution. Client shall not be entitled to assert a Claim against Consultant based on any theory of professional negligence unless and until Client has obtained the written opinion from a registered, independent, and reputable engineer, architect, or geologist that Consultant has violated the standard of care applicable to Consultant's performance of the Services. Client shall provide this opinion to Consultant and the parties shall endeavor to resolve the dispute within 30 days, after which Client may pursue its remedies at law. This Agreement shall be governed by and construed according to Iowa law. 12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or other exploratory services. Client understands Consultant's layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided unless specifically included in the Services. 13. Testing and Observations. Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and opinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to reduce - not eliminate - project risk. Client shall cause all tests and inspections of the site, materials, and Services performed by Consultant to be timely and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract documents, and Consultant's recommendations. No claims for loss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and inspections have been so performed and Consultant's recommendations have been followed. Unless otherwise stated in the Proposal, Client assumes sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and sufficient for Client's intended purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can perform these Services. Consultant is not responsible for damages caused by Services not performed due to a failure to request or schedule Consultant's Services Consultant shall not be responsible for the quality and completeness of Client's contractor's work or their adherence to the project documents, and Consultant's performance of testing and observation services shall not relieve Client's contractor in any way from its responsibility for defects discovered in its work, or create a warranty or guarantee. Consultant will not supervise or direct the work performed by Client's contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total estimated cost does not guarantee a maximum cost to complete the Services. The quantities, when given, are estimates based on contract documents and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed and/or controlled by others, any quantity extensions must be considered as estimated and not a guarantee of maximum cost. 14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing procedures (unless stated otherwise in the Services). Client shall furnish or cause to be furnished to Consultant all documents and information known or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, toxic, radioactive, or contaminated materials ("Affected Materials') at or near the site, and shall immediately transmit new, updated, or revised information as it becomes available. Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or take title to any Affected Materials. Client shall have the obligation to make all spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shalt not be responsible for any claims, losses, or damages allegedly arising out of Consultant's performance of Services hereunder, or for any claims against Consultant as a generator, disposer, or arranger of Affected Materials under federal, state, or local law or ordinance. 15, Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant's property. Proprietary concepts, systems, and ideas developed during performance of the Services shall remain the sole property of Consultant. Files shall be maintained in general accordance with Consultant's document retention policies and practices. 16. Utilities. Unless otherwise stated in the Proposal, Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. Consultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant's attention, are not correctly marked, including by a utility locate service, or are incorrectly shown on the plans furnished to Consultant. 17, Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and complete the Services and will execute any necessary site access agreement. Consultant will be responsible for supervision and site safety measures for its own employees, but shall not be responsible for the supervision or health and safety precautions for any third parties, including Client's contractors, subcontractors, or other parties present at the site. In addition, Consultant retains the right to stop work without penalty at any time Consultant believes it is in the best interests of Consultant's employees or subcontractors to do so in order to reduce the risk of exposure to unsafe site conditions. Client agrees it will respond quickly to all requests for information made by Consultant related to Consultant's pre -task planning and risk assessment processes. Consultant: Terracon Co ants, Inc. Client: By: Dafte 12/1417023 By: Name/Title: Cameron W Blinn / CMT Department Manager Name/Title: Address: 3105 Capital Way, Ste 5 Address: Cedar Falls, IA 50613-7030 Phone: (319) 277-4016 Fax: (319) 277-4320 Phone: Email: Cameron.Blinnaterracon.com Email: Waterloo Leisure Services Date: Fax: Page 2of2 Rev. 11-22 Page 236 of 236