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HomeMy WebLinkAboutCouncil Packet - 6/17/2024CITY OF &J�64TERLOO IOWA THE CITY COUNCIL OF WATERLOO, IOWA REGULAR SESSION TO BE HELD AT Harold E. Getty Council Chambers Monday, June 17, 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 459 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, Mayor Quentin Hart. Approval of Agenda as proposed or amended. Approval of Minutes of June 3, 2024, Regular Council Session, as proposed or amended. Page 2 of 459 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 approving the request by Ephese D. Honore, for tax exemptions on the construction of a new single family home valued at $290,000.00, for property located at 130 Axlewood Drive and located in the Consolidated Urban Revitalization Area (CURA). 3. Resolution approving the request by Leonard F. Zeien, for tax exemptions on the construction of a new single family home valued at $254,000.00, for property located at 119 Coral Drive and located in the Consolidated Urban Revitalization Area (CURA). 4. Resolution setting the date of public hearing as July 1, 2024, to approve the request by Fall Auto, LLC, to rezone approximately 1.81 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District, to allow for an auto repair facility with incidental auto sales, located at 2424 Falls Avenue, and instruct the City Clerk to publish notice. 5. Resolution setting date of public hearing as July 1, 2024, to approve a request by Walnut Baptist Church for a Site Plan Amendment to convert an office building into a religious facility at the former Grainger Industries building in the "B-P" Business Park District located at 827 Fisher Drive, and instruct the City Clerk to publish notice. 6. Resolution setting date of public hearing as July 1, 2024, to approve a request by J&R Real Estate Holdings, LLC, to rezone approximately 2.69 acres from "R-2" One and Two Family Residence District to "C-P" Planned Commercial District to remodel the former St. Johns School and Church into nineteen residential units, a daycare, and community space, located at 1721-1729 Mulberry Street, and instruct the City Clerk to publish notice. 7. Resolution setting the date of public hearing as July 1, 2024, to approve the request by Ryan Companies for a Site Plan Amendment to construct a 223,148.23 square foot office/warehouse in the "M-2,P" Planned Industrial District located east of 3280 Newell Street, and instruct the City Clerk to publish notice. 8. Resolution authorizing fund transfers, as listed in Exhibit "A' as required by law. 9. Motion to approve Change Order No. 2 with WRH, Inc., of South Amana, Iowa, for a net Page 3 of 459 increase of $108,092.58, in conjunction with FY 2023 Wastewater Treatment Plant Final Clarifier No. 2 Rehabilitation Project, Contract No.1067, and authorizing the Mayor to execute said document. 10. Motion to approve Change Order No. 14 with Peterson Contractors, Inc., of Reinbeck, Iowa, in the amount of $120,120.00, in conjunction with FY 2020 University Avenue Reconstruction Phase 3 Project, Contract No. 971, and authorizing the Mayor and City Clerk to execute said document. 11. Motion to approve Change Order No. 7 with Woodruff Construction of Waterloo, Iowa, for a total decrease of ($214,278.68), in conjunction with the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said document. 12. Motion to approve appointment of Jesse Gaherty from Interim Collection Systems Project Director to the position of Collection Systems Project Director in the Waste Management Services division of Public Works, effective June 18, 2024. 13. Motion to approve the appointment of Austin Packard from the current Civil Service List to the position of Animal Control Officer in the Public Works Animal Control Department, effective June 20, 2024, pending pre -employment physical and drug testing. 14. Communication from the Culture and Arts Department on the notice of the conclusion of employment of Brandon Alvarado, Graphic Designer/Digital Arts Manager, effective May 17, 2024, with recommendation of approval of payout of $1,089.45 for unused benefits. 15. Motion to approve Cigarette/Tobacco Permit renewal applications as listed in Exhibit "A", and authorizing the City Clerk to approve any Cigarette/Tobacco applications received and paid for between June 18, 2024, and July 1, 2024. 16. Liquor Licenses a. Light House Lounge, 1307 W. 5th St., Class C Alcohol with Sunday Sales (Renewal) Exp: 6/28/2025. b. Main Street Waterloo, 300 Jefferson St., Special Class C Alcohol w/Sunday Sales (New) Exp: 10/12/2024. c. Metro Fuel #1, 3201 W. 4th St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7//2025. d. Metro Fuel #4, 2332 Falls Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/30/2025. e. CVS Pharmacy #8544, 1825 E. San Marnan Dr., Class E Alcohol w/Sunday Sales (Renewal) Exp: 5/31/2025. f. Placita, 321 W. 4th St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/13/2025. g. Walgreens #7455, 111 W. Ridgeway Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. h. Walgreens #10855, 1850 Logan Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. i. Walgreens #3590, 3910 University Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. j. Casey's General Store #2867, 2424 Ranchero Rd., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/14/2025. k. Benevolent and Protective Order of Elks #290, 407 E. Park Ave., Class C Alcohol w/Outdoor Service, Catering and Sunday Sales (Renewal) Exp: 6/30/2025. Page 4 of 459 I. Black Hawk Tennis Club, 1005 Black Hawk Rd., Special Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 6/25/2025. m. BP Fuel, 127 Jefferson St., Class E Alcohol w/Sunday Sales (Renewal) Exp: 5/29/2025. n. Flirts Gentlemen's Club, 319 Jefferson St., Class C Alcohol w/Sunday Sales (Renewal) Exp: 6/10/2025. o. Kwik Star #724, 1105 Cedar Bend St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/21/2025. p. Target, 1501 E. San Marnan Dr., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/27/2025. 17. Fireworks Display Applications a. Bamboo Ridge Campground/Lost Island KOA, Red, White and Boom Event, July 6, 2024 (Rain date: July 7, 2024), beginning at 10:00 p.m. for approximately 20 minutes. b. Sunnyside Golf and Country Club, 4th of July Annual Fireworks Display, July 4, 2024 (Rain date: July 5, 2024), from 9:30 p.m. to 10:00 p.m. 18. Bonds. PUBLIC HEARINGS 1. FY 2024 Hawthorne Avenue Storm Sewer Lift Station Relief Well Project, Contract No. 1066. 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. Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. No bids were received for this project. Submitted by: Wayne Castle, PLS, PE, Assistant City Engineer 2. FY 2023 Hammond Avenue Bridge Replacement, Iowa DOT project number BROS- 8155(759)--8J-07, Contract No. 922. 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. Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Submitted by: Wayne Castle, PLS, PE, Assistant City Engineer 3. Asbestos Abatement Services, Contract No. AB-2024-05-08P. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive, file, and instruct the City Clerk to read bids. Resolution approving award of bid to Advanced Environmental of Waterloo, Iowa, in the amount of $79,500.00, in conjunction with Asbestos Abatement Services, Contract No. AB - Page 5 of 459 2024-05-08P, for properties located at 708 W. 3rd Street, 324-326 W. 7th Street, 617 W. 1st Street, 200 E. Mullan Avenue, and 1202 Sycamore Street (City -owned properties), and 100 Commercial Street, 118 Sycamore Street, and 128 Sycamore Street (WDC owned properties), and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director RESOLUTIONS 1. Resolution approving liability insurance coverage with Chubb, Travelers, Arch, Allied, Coalition, and Safety National for property, tort, employment practices, public officials, law enforcement liability, auto, cyber, workers compensation, umbrella, and excess liability insurance, with a total premium of not to exceed $2,208,847, and authorize the City Clerk to execute necessary documents. Submitted by: Kelley Felchle, City Clerk 2. Resolution to place each non -bargaining employee on a salary grade and step based on the results of the wage and compensation survey, conducted by GovHR, and approve an additional 3% across the board salary increase for those employees effective July 1, 2024. Submitted by: Lance Dunn, Human Resources Director 3. Resolution approving the FY 2025 Ambulance Fee Schedule. Submitted by: Jason Hernandez, Medical Supervisor 4. Resolution approving an Employment Contract with the Sayer Law Group, P.C., in the amount of $25,000.00, for professional services for 657A case consultations, and authorizing the Mayor to execute said document. Submitted by: Martin Petersen, City Attorney 5. Resolution approving a Grant Writing Services Agreement with Integral Grant Writing Services, in the amount of $5,000.00, for federal grant -writing services, and authorizing the Housing Authority Director to execute said document. Submitted by: LeKeisha Veasley, Housing Authority Director 6. Resolution approving a Senior Community Service Employment Program Agreement with the AARP Foundation, and authorizing the Mayor to execute said document. Submitted by: LeKeisha Veasley, Housing Authority Director 7. Resolution approving a Professional Services Agreement with Vandewalle and Associates, in the amount of $72,000.00, for continued work on downtown Waterloo planning efforts, redevelopment design, riverfront development, and funding opportunities for FY 2025, and authorizing the Mayor to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 8. Resolution approving the Development and Minimum Assessment Agreement with Nagle Sign Company, in conjunction with the construction of a new commercial building located at 1029 Thorndale Avenue, with a minimum assessed value of $345,000.00, and authorizing Page 6 of 459 the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director CLOSED SESSION 1. Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). 2. Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). 3. Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk Page 7 of 459 June 3, 2024 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, June 3, 2024. Roll Call. Mayor Quentin Hart in the Chair. Roll Call: Mr. Boesen, Mr. Nichols, Ms. Creighton -Smith, Mr. Chiles, Mr. Simon Ms. Wilder and Mr. Feuss. Prayer or Moment of Silence. Pledge of Allegiance, Steve Simon, At -Large Council Member. Approval of Agenda. Feuss/Nichols that the agenda, as proposed, be approved. Voice vote -Ayes: Seven. Motion carried. Approval of Minutes of the May 20, 2024, Regular Council Session and the May 23, 2024, Special Council Session, as proposed or amended. Feuss/Nichols that the minutes of May 20, 2024, Regular Session and the May 23, 2024, Special Session, as proposed, be approved. Voice vote -Ayes: Seven. Motion carried. PUBLIC COMMENTS The following individuals commented on various subjects. Mary Potter, 1416 W. 4th and Grout Museum Trustee Aaron Stacey Roberts, 411 Almond Street Jenna Peterson, Habitat for Humanity, 803 W. 5th Street Shanise Shavon, Representative of Parent Partner Project David Dryer, 3145 W. 4th Street Forest Dillavou, 1725 Huntington Road Todd Obadal, 124 Amity Drive Beverly Cosby 315 Wendell Court Mr. Chiles thanked constituents for attending his ward meeting on Saturday. He shared that he wants to meet with Ward 1 business owners starting in August. He commented on ongoing concerns about excessive noise and loud music around Byrnes Park during the early morning hours on weekends. It is his understanding that the police are unable to determine if a noise variance was issued. He questioned if the new software system can help police determine if a permit was issued. Mayor Hart encouraged Mr. Chiles to work with the Police Liaison and Neighborhood Page 1 of 12 Page 8 of 459 Coordinator to address the issue. Ms. Wilder shared that Logan HyVee will hold a block party with free food and a bouncy house, from 3-7 p.m. on Thursday, June 6, and information will be handed out on what they will be offering the community, including a transportation system to the other Hy-Vee and free delivery until September. Mr. Nichols shared that there will not be restrictive covenants on the building like there have been with other buildings, and said that there has been discussion on partnering with places in the community that may offer other transportation options. Ms. Creighton -Smith shared that she will hold a ward meeting on Thursday at 5:30 p.m. at the Boys and Girls Teen Center. Mayor Hart added that Hy-Vee has been in that location since 1969, so it is a challenge to work through the loss of the location. Mr. Simon shared that he reached out to the regional Vice President about the store closing. Mr. Boesen shared the use times that are allowed for setting off fireworks in Waterloo in 2024. He also asked for an update on street sweeping. He asked for a conversation about moving Code Enforcement under the Police Department. Randy Bennett, Public Works Division Manager, shared that the sweepers have been out but does not have specifics available but would provide council with that as soon as he can confirm the information. Feuss/Wilder to close public comments. Voice vote -Ayes: Seven. Motion carried. CONSENT AGENDA Feuss/Wilder that the following items on the consent agenda be received and placed on file, including payment of bills for May 28, 2024, in the amount of $17,463,763.45, and June 3, 2024, in the amount of $4,627,580.89. Roll Call vote -Ayes: Seven. Motion carried. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-325 Resolution approving the request by Kristina Cook, for tax exemptions on the construction of a twin home unit valued at $269,900.00, for property located at 4149 Omaha Avenue and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-326. Resolution approving the request by Muhamed Kudic, for tax exemptions on the construction of Page 2 of 12 Page 9 of 459 a new single-family home valued at $278,400.00, for property located at 4503 Charm Drive and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-327. Resolution approving the request of Tim Bedard for a waiver for an asphalt driveway located at 2529 Kate Street, with elimination of the sidewalk section. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-328. Resolution in support of an application by J & R Real Estate Holdings, LLC, for the Iowa Workforce Housing Tax Credit Program Application to the Iowa Economic Development Authority, to construct nineteen new residential units, located at 1729 Mulberry Street, including a potential for tax abatement of at least $1,000.00 per unit through the Consolidated Urban Revitalization Area tax abatement program upon substantial completion and project shall also receive $95,000.00, or $5,000.00 per housing unit created per the Infill Housing Program, upon receipt of certificate of occupancy. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-329. Resolution approving eleven FY 25 Quarter 1 and Quarter 2 Event and Partner Hotel/Motel Tax Grants, in the amount of $74,000.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-330. Resolution approving the installation of a speed hump in the 1000 block of Flammang Drive. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-331. Resolution setting date of public hearing as June 17, 2024, in conjunction with the FY 2023 Hammond Avenue Bridge Replacement Project, Contract No. 922, IDOT Project No. BROS- 8155(759)--8J-07, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-332. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as June 20, 2024, and date of public hearing as July 1, 2024, in conjunction with Asbestos Abatement Services Contract No. AB-2024-06-01P, for property located at 123 E. Parker Street, former Saint Mary's Villa (rebid). Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-333. Resolution approving a three-year engagement letter with Creative Planning Business Services of Des Moines, IA, in the total amount of $1,575.00 over the three years, in conjunction with the Page 3 of 12 Page 10 of 459 PlainSight Fraud Hotline services provided with the approved audit proposal with BerganKDV, and authorizing the Finance Director said document. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-334. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as June 6, 2024, and date of public hearing as June 17, 2024, in conj nction with Asbestos Abatement Services Project, Contract No. AB-2024-05-08P, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-335. Motion approving Change Order No. 1 with WRH Inc., of South Amana, Iowa, for a net increase of $58,822.15, in conjunction with Titus Lift Station and Force Main Project, Contract No. 975, and authorizing the Mayor and City Clerk to execute said document. Motion to approve Change Order No. 1 with Municipal Pipe and Tool Co., LLC, of Hudson, Iowa, for a net increase of $29,355.94 in conjunction with FY 2024 CIP Pipelining_Phase IVB1 Project, Contract No. 1102, and authorizing the Mayor and City Clerk to execute said document. Motion to approve a Fireworks Display Application by Dan Mast for the East vs. West baseball game on June 4, 2024, beginning at 9:30 p.m. for approximately 5 minutes. Communication from the Leisure Services Department on the notice of the conclusion of employment of Madonna Welsh, Office Coordinator/Bookkeeper, effective May 24, 2024, with recommendation of approval of payout of $17,390.63 for unused benefits. Emily Hanson, Board/Commission: Library Board of Trustees, Expiration Date: June 30, 2030, fNewl. Lynn LaGrone, Board/Commission: Library Board of Trustees, Expiration Date: June 30, 2030, fNewl. James Lentfer, Board/Commission: Veteran Memorial Hall, Expiration Date: June 3, 2027, f Renewall. Leisure Services Commission Board minutes of April 9, 2024. Page 4 of 12 Page 11 of 459 Historic Preservation Commission minutes of March 19, 2024. Planning, Programming, and Zoning Commission minutes of March 12, 2024. Airport Board meeting minutes of April 24, 2024. Liquor Licenses a. The American Legion, 728 Commercial St., Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 6/14/2025. b. Experience Waterloo, Lincoln Park, Special Class C Alcohol w/Outdoor Service and Sunday Sales (New 5-Day) Exp: 6/9/2024. c. Hickory House, 315 Park Rd., Class C Alcohol w/Sunday Sales (Renewal) Exp: 5/23/2025. d. Riverloop Expo Plaza, 400 Jefferson St., Special Class C Alcohol w/Outdoor Service and Sunday Sales (New) Exp: 1/24/2025. e. Rodney's Kitchen Soul Food & Catering, 624 Sycamore St., Special Class C Alcohol w/Sunday Sales (New) Exp: 6/14/2025. f. Main Street Waterloo, Lincoln Park, Special Class C Alcohol w/Outdoor Service and Sunday Sales (New 5-Day) Exp: 6/21/2024, 7/12/2024, 8/9/2024 and 8/30/2024 g. Main Street Waterloo, Riverloop Expo Plaza, Special Class C Alcohol w/Outdoor Service and Sunday Sales (New 5-Day) Exp: 8/31/2024. h. Southtown Lounge, 2026 Bopp St., Class C Alcohol w/Sunday Sales (Renewal) Exp: 6/7/2025. i. Main Street Waterloo, 300 Jefferson St., Special Class C Alcohol w/Sunday Sales (New) Exp: 6/15/2024. Motion to approve denial of a Liquor License application for Dollar General #4698, 2935 Logan Avenue, Waterloo, due to failure to pass fire inspections. Bonds. PUBLIC HEARINGS Sale and conveyance of city -owned property located east of 127 Conger Street in the amount of $1.00, to Perry & Michelle Gamblin, including approval of a Development Agreement to include the construction of a garage with a minimum size of 24 feet by 24 feet, and authorizing the Mayor and City Clerk to execute said documents. Page 5 of 12 Page 12 of 459 Nichols/Wilder 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/Creighton-Smith to close the hearing. Voice vote -Ayes: Seven. Motion carried. Nichols/Creightson-Smith Resolution approving the sale and conveyance of city -owned property located east of 127 Conger Street, in the amount of $1.00, to Perry and Michelle Gamblin. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024- 336. Mr. Boesen raised concerns that they have two years to build a garage. Noel Anderson, Community Planning and Development Director, shared that the time frame will work with their finances. Mayor Hart questioned when they would start paying property taxes and mowing the property. Noel Anderson explained that the property will be conveyed right away, so property taxes will begin with the next tax cycle and the city will no longer perform any maintenance. Nichols/Creighton-Smith Resolution approving a Development Agreement to include the construction of a garage with a minimum size of 24 feet by 24 feet, 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. 2024-337. Sale and conveyance of city -owned property located at 1738 Flower Street, in the amount of $10,000.00, to Babic Properties, LLC, including approval of a Development Agreement for the construction of an 8-plex apartment building, a grant of $5,000.00 per unit for a total grant of $40,000.00 for infill housing development, and approval of an Early Access Agreement. Chiles/Wilder 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. Forest Dillavou, 1725 Huntington Road, complimented Mr. Chiles for his involvement to help move this along. He shared that his only concern is that we are approving 58 housing units and with our population staying the same and possibly even lessening, the city doesn't need more 657A properties. Chiles/Wilder Page 6 of 12 Page 13 of 459 to close hearing and receive and file oral comments. Voice vote -Ayes: Seven. Motion carried. Chiles/Wilder Resolution approving the sale and conveyance of city -owned property located at 1738 Flower Street, in the amount of $10,000.00, to Babic Properties, LLC, and authorizing the Mayor and City Clerk to execute said deed. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-338. Chiles/Wilder Resolution approving a Development Agreement for the construction of an 8-plex apartment building, a grant of $5,000.00 per unit for a total grant of $40,000.00 for infill housing development, 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. 2024-339. Chiles/Wilder Resolution approving an Early Access Agreement with Babic Properties, LLC, for property located at 1738 Flower Street, and authorizing the Mayor and City Clerk to execute said document. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-340. RESOLUTIONS Resolution approving a Renewal Agreement with Delta Dental for fees associated with administration, in the amount of $38,013.00, and authorizing the Mayor and City Clerk to execute said document. Wilder/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-341. Resolution approving a Renewal Agreement with Wellmark Blue Cross Blue Shield for fees associated with administration, network access, and stop loss, and authorizing the Mayor and City Clerk to execute said document. Wilder/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-342. Resolution approving Fiber Project Reimbursement Agreement by and between the City of Waterloo and the Waterloo Municipal Communications Utility, and authorizing the Mayor and City Clerk to execute said document. Wilder/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-343. Resolution approving an Automated Traffic Enforcement fine schedule for speeding and red light violations and rescinding Resolution No. 2017-639 in its entirety. Page 7 of 12 Page 14 of 459 Wilder/Boesen David Dryer, 3145 W. 4th Street, questioned the reason for changing the fee. Joe Leibold, Police Chief, shared that the purpose of the resolution is to update the fees to align with the state law. Mr. Boesen questioned if the Gatso camera tickets also have a graduated fee schedule. Joe Leibold explained that the Gatso system did not have the technology to implement it. Mr. Boesen questioned if we are still using off -duty officers to review the cameras. Joe Leibold explained that they are on -duty officers that are sometimes paid overtime based on volume. Rob Duncan, Police Captain, shared that they started collections with Municipal Collections of America three months ago, so they really don't have updated data at this point. His estimate is that there will be a higher rate of ticket payment of perhaps seventy percent. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-344. Resolution approving a Development and Minimum Assessment Agreement with Fusion Investments II, LLC, for a 51,900 square foot industrial building, with a minimum assessed value of $2,520,450.00, located at 3530 Marnie Avenue, with rebates of 90 percent for years one through three, 85 percent for years four through six, 75 percent for years seven through nine and 65 percent for years ten through fifteen, and authorizing the Mayor and City Clerk to execute said documents. Boesen/Nichols David Dryer, 3145 W. 4th Street, commented on how the extension of development agreements affects the citizens. Mr. Boesen commented that though there are a lot of these buildings getting tax rebates there is still a portion that comes back to the city. He also shared that he appreciates that some of these powerful incentives are bringing jobs to the area that pay decent wages. He supports this agreement and with three more lots out there, hopefully there will be more development agreements that bring even more jobs to Waterloo. Mr. Chiles pointed out that there is nothing at this specific location right now, so with nothing there, there is no assessed value. By approving this development agreement, it will be adding value to the city and bringing money towards us. Noel Anderson commented that this is similar to what we have done with other sites like the old greyhound track. He added that the city has zero dollars invested in this. He provided an overview of the project and said that there is approximately 5.179 million in new value coming in with two more buildings currently on review in our office now. Page 8 of 12 Page 15 of 459 Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-345. Resolution approving a Development Agreement with C 10 Investments, LLC, for the construction of a 12-unit residential building on an infill lot located next to 150 Acadia Street, including a $60,000.00 infill incentive upon substantial completion, and authorizing the Mayor and City Clerk to execute said document. Boesenl/Nichols Mr. Simon commented that he had some individuals reach out opposed to the apartment complex going into that location and questioned if the city received any feedback or complaints from citizens about the project. Noel Anderson, Community Planning and Development Director, said that the area was already zoned for multifamily housing, so no notification was required. He explained that in working with the developer for the design, they tried to keep parking further away from the single family homes with green space in between. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-346. Resolution approving a Development and Minimum Assessment Agreement with J & R Real Estate Holdings, LLC, for the rehabilitation of 1721-1729 Mulberry Street into nineteen residential units, a daycare, and community space, including the Infill Housing Incentive of $5,000.00 per residential unit, Consolidated Urban Revitalization Area tax abatement and a Minimum Assessment Agreement of $2,500,000.00, and authorizing the Mayor and City Clerk to execute said documents. Boesen/N ichols Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-347. Resolution approving a Development Agreement with Amela and Muhamed Kudic for the construction of an infill lot located at 4503 Charm Drive, including $5,000.00 of Infill Housing incentive payment upon completion of a new home, and authorizing the Mayor and City Clerk to execute said document. Chiles/Wilder Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-348. Resolution approving an amendment to the Development and Minimum Assessment Agreement with Gearhart Moore Holdings, LLC, originally executed April 15, 2024, to change the name of the company to 1515 Sycamore, LLC, and authorizing the Mayor and City Clerk to execute said document. Chiles/Wilder Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-349. Resolution terminating a Development and Minimum Assessment Agreement dated February Page 9 of 12 Page 16 of 459 19, 2024, with NADROJ Realty, LLC, for property located south of 115 Warp Drive. Chiles/Wilder Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-350. Resolution approving Amendment No. 3 with Strand Associates of Madison, Wisconsin, originally executed September 9, 2021, for design, bidding and construction -related services, in conjunction with the Wastewater Treatment Plant Final Clarifier No. 3 Rehabilitation Project, and authorizing the Mayor to execute said document. Creighton-Smith/Nichols Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-351. Resolution approving a Professional Services Agreement with HR Green, Inc., in an amount not to exceed $17,300.00, to complete a Phase II Environmental Site Assessment at the former Waterloo Community School District's bus barn, located west of 6114 Kimball Avenue, and authorizing the Mayor to execute said document. Creighton-Smith/Nichols Roll CaII vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-352. Resolution approving a Project Funding Agreement with the Waterloo Development Corporation for asbestos abatement of properties located at 100 Commercial Street, 118 Sycamore Street, and 128 Sycamore Street, and authorizing the Mayor and City Clerk to execute said document. Creighton-Smith/Nichols Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-353. Resolution approving a Professional Services Agreement with ISG Inc., of Waterloo, Iowa, in the amount of $3,000.00, in conjunction with preparing a Traffic Safety Improvement Program grant application for traffic signal snow cone retrofit, and authorizing the Mayor and City Clerk to execute said document. Creighton-Smith/Nichols Mr. Boesen questioned what a snow cone retrofit is. Mohammad Elahi, Traffic Operations Director, explained that the retrofit is a clear cone that prevents traffic signals from being completely covered with snow. Mr. Boesen questioned what the total cost would be if we were awarded this grant. Mohammad Elahi provided an overview of the cost, which is estimated to be approximately $80,000 for the retrofit of 800 traffic signals. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-354. Page 10 of 12 Page 17 of 459 Resolution approving a Service Agreement with the University of Northern Iowa, of Cedar Falls, Iowa, in the amount of $5,368.00, in conjunction with the digitization of the City of Waterloo Traffic Ordinance, and authorizing the Mayor and City Clerk to execute said document. Nichols/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-355. Resolution approving an update to the Raise Grant Agreement, with the US Department of Transportation, originally approved May 6, 2024, in conjunction with the La Porte Road Improvements from Shaulis Road to Byron Avenue, and authorizing the Mayor to execute said document. Nichols/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-356. Resolution approving a Permanent Easement Agreement and Temporary Construction Easement Agreement with Stevana M. O' Connor, for property located at 2203 La Porte Road, in the amount of $423.62, in conjunction with the La Porte Road Reconstruction Project, and authorizing the Mayor and City Clerk to execute said documents. Nichols/Boesen Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-357. ORDINANCES An ordinance amending the City of Waterloo Code of Ordinances by amending the City of Waterloo Traffic Code by adding Subsection (4) Johnson Street to Section 542, One -Way Streets and Alleys. Wilder/Chiles to receive, file, consider, and pass for the first time an ordinance amending the City of Waterloo Code of Ordinances by amending the City of Waterloo Traffic Code by adding Subsection (4) Johnson Street to Section 542, One -Way Streets and Alleys. Roll Call vote -Ayes: Seven. Motion carried. Wilder/Chiles to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Wilder/Chiles to receive, file, 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. 5763. An ordinance amending the Code of Ordinances by amending the City of Waterloo Traffic Code by adding Subsection (16a) Western Avenue to Section 542, One -Way Streets and Alleys. Boesen/Chiles Page 11 of 12 Page 18 of 459 to receive, file, consider, and pass for the first time an ordinance amending the Code of Ordinances by amending the City of Waterloo Traffic Code by adding Subsection (16a) Western Avenue to Section 542, One -Way Streets and Alleys. Roll CaII vote -Ayes: Seven. Motion carried. Boesen/Chiles to suspend the rules. Roll Call vote -Ayes: Seven. Motion carried. Boesen/Chiles to receive, file, 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. 5764. ADJOURNMENT Nichols/Boesen that the council adjourn at 6.39 p.m. Voice vote -Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 12 of 12 Page 19 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution approving the request by Ephese D. Honore, for tax exemptions on the construction of a new single family home valued at $290,000.00, for property located at 130 Axlewood Drive and located in the Consolidated Urban Revitalization Area (CURA). 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 commercial property under the Consolidated Urban Revitalization Area Plan. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 3.8: Continue efforts to foster new investments and development in City's Urban Renewal Areas (TIF Districts) and the Consolidated Urban Revitalization Area (CURA). IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Edison Addition Lot 13 Page 20 of 459 ATTACHMENTS 1. 130 Axlewood Form 2. 130 Axlewood Map Page 21 of 459 :[5 •0 .O " 0 Old H a O OU d a O U A F.•1 H O 0 xi 0 ad0gU N U N G p2 0 c.,0 C.)3 b O H O ,y Oo O 0u aL- 0 > , a) k w 0 >. „D 0 0 •H o> o K§ o E TA P W h C o o 0 0 0 O r. R 0 d zgo 0 0_,U ° 0 3_•, 8u• O el,•._, •t A Op......8 O §' 2 ,.., .... $:i, ,... 6_, ..0.F..„, a., d., 43 w . 0 U0US z •d, w CY) t j Cn U 0 ++ O +� Z 4i 0U En �." O 0 .fl o4 � iv w �, o 0 0 W Q o ¢ °' '0 0 ai t 0 En ow .� 0tb 0 w a> cv a) >, ,9 '' P,fY1 a- 3 U °' 9 0. P `° U. g -d 0 C a o R' p. ,•2 O C +, O cd O O [^Q] ^c7 \ n i Qq d R z -Po a) tli 0 0. U p, 0 a O a0.OOCk'i U^43 > .'� aU od cE,.paAHa.UZE m ,aO g A —1 c,i c*i d U O Q 4"r 0 0 0 O Tj .5 Please fill out the following information for your application to be submitted to the City Council. being improved? A. What is the Address of the prope FQ N O O U 0 O r� C U 0)) 0 D EN ,0 cti � Ox� ++ cad a) a) v cU 4 0.. C 0 O o O_ C o 0 • U G c�tl 0 U " co U 0. 0 act U P. 0 te a) cad c� rE N 0 4) 414 0 Ti z� htc DO NOT Write Below this line — Office Use Only Total permit(s) valuati Date permit was issued: CITY OF WATERLOO OFFICE USE ONLY RESOLUTION NO: BLACK HAWK COUNTY ASSESSOR OFFICE USE ONLY Page 22 of 459 q 4s MAGNOLIA PKWY -ROCK ISLAND AVE- Y a. 44/ C. 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 Assessor's Office for complete and accurate information. / S� • �� Page 23 of 459— 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 June 17, 2024 AGENDA ITEM TITLE Resolution approving the request by Leonard F. Zeien, for tax exemptions on the construction of a new single family home valued at $254,000.00, for property located at 119 Coral Drive and located in the Consolidated Urban Revitalization Area (CURA). 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 commercial property under the Consolidated Urban Revitalization Area Plan. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 3.8: Continue efforts to foster new investments and development in City's Urban Renewal Areas (TIF Districts) and the Consolidated Urban Revitalization Area (CURA). IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Edison Addition Lot 4 Page 24 of 459 ATTACHMENTS 1. 119 Coral Dr Form 2. 119 Coral Dr Map Page 25 of 459 O. WA TF Al.? 0 vi� For Office Use Only Date Received: 5- Received by: Staff to make a copy forappiicani CONSOLIDATED URBAN REVITALIZATION AREA APPLICATION FOR PROPERTY TAX EXEMPTION FOR IMPROVEMENTS UNDER THE PROVISIONS OF THE CONSOLIDATED URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The Consolidated Urban Revitalization Area (CURA) allows property tax exemptions on improvements to property located within its boundaries that meet the following criteria: 1. At least a 10% improvement to the value of the residential property. At least a 15% improvement to the value of commercial property if a building eras previously on the site. If commercial property was previously vacant, all actual value added by the improvements is eligible for tax exemption. 2. Be located within the CURA boundaries (a map of which can be obtained from the City of Waterloo Community Planning & Development Department.) 3. This application must be filed with City prior to the 1' 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. 4. Commercial properties must have a development agreement with the City that includes a minimum assessment agreement. Please fill out the following information for your application to be submitted to the City Council. NAME: Leonard F. Z e 1 en SIGNATURE: ADDRESS: l 19 Co ra i DP . EMAIL: TELEPHONE: 6 I . 3 30 • L4 131 DATE: c OYVI A. What is the Address of the property being improved? l l q Co v a ( be. What is the Legal Description of the property? (May be available at County Recorder's Office on 2°u floor of the Courthouse)? 4- 4 Fd (S0Y 4chd coon 1 e 14% o (Ncr-F loo B. Indicate desired exemption schedule: (I or 2) 1. O One Hundred Percent (100%) exemption for three years on the actual value added by improvements; 2. IVA partial exemption on the actual value added by improvements according to the following schedule: a. First Year 80% b. Second Year 70% c. Third Year 60% d. Fourth Year 50% e. Fifth Year 40% f. Sixth Year 40% g. Seventh Year------30% h. Eighth Year 30% i. Ninth Year 20% j. Tenth Year 20% Note: Residentially assessed properties receiving the CURA lax abatement incentive will not receive tax abatement on school district taxes. Therefore, all residential properties will pay the school district portion of the property taxes effective July 1, 2024. C. What was the nature of the improvement(s)? dale- D. If this is not a single-family dwelling unit, which you own and reside in, will these improvements create a displacement of your tenants? Yes No E. What was the cost of the improvement? ,,,,% F. Estimated or actual date of completion of these improvements? � imp (I1- CLosec 7 ` /2 i ) ' Note: The improvements to your home or business may not change the assessed value. 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. DO NOT Write Below this line — Office Use Only pvtectias'' PIlc- 42641VOb; G. City of Waterloo Permit and Inspections Department Information:Q !1 Number: 293-CM"qDate pennit was issued: a R '/� 3 Total permit(s) valuation: 1 O , CITY OF WATERLOO OFFICE USE ONLY APPROVED DENIED DATED: RESOLUTION NO: BLACK HAWK COUNTY ASSESSOR OFFICE USE ONLY APPROVED DATED: DENIED T.J. Koenigsfeld Black Hawk County Assessor Page 26 of 459 a) 0 U 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 Assessor's Office for complete and accurate information. i 119 Coral Drive 0 15 30 60 90 ■ Feet / Page 2 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 June 17, 2024 AGENDA ITEM TITLE Resolution setting the date of public hearing as July 1, 2024, to approve the request by Fall Auto, LLC, to rezone approximately 1.81 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District, to allow for an auto repair facility with incidental auto sales, located at 2424 Falls Avenue, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Staff recommends that the request by Fall Auto LLC to rezone approximately 1.81 acres from "C-2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for an auto repair facility with incidental auto sales located at 2424 Falls 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. Subject to the following conditions 1.That the applicant keeps inoperable vehicles out of the required front yard area. 2.That solid fencing is installed along the rear yard area on the west, north and east sides. 3.That the vehicles are only parked on proper hard surfacing SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to rezone a 1.81 acre parcel to "C-2,C-Z" Conditional Zoning District to allow for the use of an auto repair facility with auto sales. The site is properly hard surfaced and an 8,956 square foot building with 6 garage doors and an office space is located on the property. Vehicle sales and service garages require one parking space for every 500 square feet of floor area. The site has approximately 7,152 square feet of floor area requiring 15 parking spaces. The site exceeds this requirement by providing 54 parking spaces. Exceptional Persons Inc. will have an easement to use the existing gravel drive located along the west property line for their site at 760 Ansborough Avenue. The Planning, Programming, and Zoning Commission unanimously voted to approve the request at their regular meeting on May 14, 2024. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood, which consists of other commercial businesses. Page 28 of 459 DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION A part of the Southeast Quarter of the Southeast Quater of Section 21, Township 89 North, Range 13 West of the 5th P.M., in the City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at a point on the North line of the Waterloo and Cedar Falls Road, now known as Falls Avenue, that is 40 feet West of the East line of said Section (measured at right angles thereto); thence West along the North line of said road a distance of 165 feet to the place of beginning; thence continuing West along the North line of said road a distance of 225.5 feet; thence North parallel with the East line of said Section a distance of 264 feet; thence East parallel with the North line of said road, a distance of 225.5 feet; thence South parallel with the East line of said Section a distance of 264 feet to the point of beginning, ATTACHMENTS 1. Council Packet 2. Signed Conditions Letter Page 29 of 459 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: May 14, 2024 Request by Fall Auto LLC to rezone approximately 1.81 acres from "C- 2" Commercial District to "C-2,C-Z" Conditional Zoning District to allow for an auto repair facility with incidental auto sales located at 2424 Falls Avenue. Fall Auto LLC, 2424 Falls Avenue, Waterloo, IA, 50701. The applicant is requesting to rezone the property in question to allow for an auto repair facility with auto sales. The request would not appear to have a negative impact on the surrounding neighborhood, which consists of other commercial businesses. 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 Falls Avenue, which is classified as a collector street. There are sidewalks along Falls Avenue. There are no trails within the nearby vicinity. Fred Becker Elementary School is located approximately 0.59 miles to the southwest of the site in question. Central Middle School is located approximately 1.16 miles to the southwest. The surrounding commercial development was constructed between 1944 and 1988. Solid fencing is required for screening along the rear yard area on the west, north and east sides of the property. A drainage plan will not be required for 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 a 12" sanitary sewer line located under Falls Avenue. A 4" drain tile is located within Falls Avenue. 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 1 of 6 Page 30 of 459 May 14, 2024 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 — Exceptional Person's Inc, zoned "M-1" Light Industrial District. South — EPM Iowa LLC and Tack Room Inc., zoned "C-2" Commercial District West — Mobile Home Park and Armin's Auto Sales, zoned "C-2" Commercial District. East — Shear Bliss Pet Salon, Under Your Hat Beauty Salon, and Scot's Supply Company, zoned "C-2" Commercial District. The Future Land Use Map designates this property as Mixed Commercial: Medium to High Density Residential; Professional Offices, Compatible 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. 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 2 of 6 Page 31 of 459 May 14, 2024 Picture 1: Existing Building Picture 2: Looking from Fall Avenue to back of lot. 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 3 of 6 Page 32 of 459 May 14, 2024 Picture 3: Gravel driveway on west side of property. Picture 4: Rear of property. 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 4 of 6 Page 33 of 459 May 14, 2024 Isan Picture 5: Rear of the existing building. STAFF ANALYSIS The applicant is requesting to rezone a 1.81 acre parcel to "C-2,C-Z" ZONING Conditional Zoning District to allow for the use of an auto repair facility ORDINANCE: with auto sales. The site is properly hard surfaced and an 8,956 square foot building with 6 garage doors and an office space is located on the property. Vehicle sales and service garages require one parking space for every 500 square feet of floor area. The site has approximately 7,152 square feet of floor area requiring 15 parking spaces. The site exceeds this requirement by providing 54 parking spaces. Exceptional Persons Inc. will have an easement to use the existing gravel drive located along the west property line for their site at 760 Ansborough Avenue. TECHNICAL REVIEW Knutson noted additional detention will be needed if more hard COMMITTEE: surfacing is proposed for the site. Weliver stated if the applicant remodels the structure they would need to meet current fire codes which includes a sprinkler system since the building is over 5,000 square feet. 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 5 of 6 Page 34 of 459 May 14, 2024 STAFF ANALYSIS SUBDIVISION ORDINANCE: STAFF RECOMMENDATION There is no platting in relation to this request. Therefore, staff recommends that the request by Fall Auto LLC to rezone approximately 1.81 acres from "C-2" Commercial District to "C- 2,C-Z" Conditional Zoning District to allow for an auto repair facility with incidental auto sales located at 2424 Falls 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. Subject to the following conditions 1. That the applicant keeps inoperable vehicles out of the required front yard area. 2. That solid fencing is installed along the rear yard area on the west, north and east sides. 3. That the vehicles are only parked on proper hard surfacing 2424 Fall Ave Rezone "C-2" to "C-2,C-Z" Page 6 of 6 Page 35 of 459 City of Waterloo Planning, Programming and Zoning Commission May 14, 2024 me m•INNIN Q Jo I�. • Ego ■■■I 11 mm mm -- mm 11111111 m mIII mirgi ■u lam •<R-3. i W J min -: -■ C-2,C-Z NE MK EN NM nom mom mos �._�\ mom -- mmo Num 14 R-4, R-P R ti 0 U W w x .• �4 Mil RUSH ST IIIIIIII 0 J R-3, C-Zi — R-1 ,A 1] T 1111 R-2 MEN C-Z :- MN SAGE- R-2 1 rom :- MAYNARD AVE 1 Nom 0 ■mmm■mma ■ III T UPTON AVE — lip yI�III I BAUCH ST ili I l C-P TrThr \EfTTTI 111111 IJJ . R-2,C-Z GARDEN AVE 811110 MAN CNE HUNTINGTON RDA II ROBIN RD I I I I I I I T Gliiiiii ■E I S,QROUGH AVE L M-1 1■11k. ■111111111. • iE A R-1, R-P /II/ O/////I I •.... • ,/I/// /III/1/1I M-2 ata • C1 21GC., R, 3 IIhIII� LUNAR LN R-3,C'FZIsjV II C-2 C-2,C-Z A-1 1���►C.IT i A R-2 0 s=1 131 IE IE R_3]E 1111 [I r R=2= 2424 Falls Avenue Rezone from "C-2" to "C-2,C- Fall Auto LLC Pogc 36 of 4j Z" City of Waterloo Planning, Programming and Zoning Commission May 14, 2024 Area to be rezoned 2424 Falls Avenue Rezone from "C-2" to "C-2,C-Z" Fall Auto LLC f'pgc 37 of 45rM APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Annlirant's name— Rosiness Name it Annlicable (nlease nrintl' FAGG /9yry GzG Address: 2 `� >� �}V ' Phone: 3q-232- ''YA 6 Fax: City: ivni- State: L Zip: Email: /Lc c?c fl wlAy r r .-. - -r' - r•-- -•. r_- �._ rL� !'�.1 - - 1l�i rf�l�rr /Nw rr�• �r c,pr F,. Y,,,u+rr. +cuf IJ YV�i.l.i ;mil vr..L.r �s.i.L.LI♦ Property owner's name if different than above (please print): %jal Address: /60 A 29 5r Phone: 3`j_ . 7.39_ City: gx '°os' ►P- State: .- Zip: Email: j o4• do's c 4 Err kid . C.-r•r 2. PROPERTY INFORMATION: a. General location of property to be rezoned: t _.1.. _ 1_•.�, as 4i11.i:, bicVLf 7-75`I Fax: b. Legal description of property to be rezoned: UNW6 Le — ago 'ter 1-, V / 5 3.s F E 3s '! / 5 /6 /ASA./oFA9 4-2,---s sGS6— -2r-1 g74dg iP T ,F res-es- ail c6r7 ofi /mc--4c.0` r-FRP Ye PrW aFE1- ,4-vF TN i'r Itlu'r'b 4D 31!5 Frr-Pr Df6'E r w �N �- S 2 6 c. Dimensions of prom -ism J.-If boundary Excluding Hight of Way): u. Ai ea of Pi upuwti Zui ang i5uutidcu y CCAtiuding night ul vv ay). J.( 4U f ?$ GG9 S F e. Current zoning: G- a. Requested zoning: C: 4 , C. Z. f R9Isrn(c) f.ir ra7n.nino anri nriu-ri rI iic,.lcl r,f properly 67pek }T- 14Gen.7 644 4. _6e 4 SFGC Cist� C t, g. Conditions of any) agreed to: reef i'-Iv.'°P t'L4 !/Ehr.Ces mrf Feivc_114,6 ifit GEl j4&1% 7V ifE/Arg.. 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 he secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this I -wiliest it musi sin through a niattinn process (separate from rezone request). '1119 {',lino f€.9 of $300 + 10n nor acre (S750 n}ayl (n�+a,hie to iha (.';tti, ni Watprinr ic. rpniii.rw-i (rniinr! amruinr down m nearest S10 increment). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to he 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 tiling 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 r..,... I.�1 ..-,-.,.t.., h-.-.c.t.., ..c.r,...:.,F t,...u.., tixr.......f..., , ;... r-......-:t -rt.......a..^..:........i .. -. r......t,........e, ....a 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, 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. Sit?nature of Applicant Date SivnartYre nt Owner Date 31 Page 38 of 459 f Prope F�aT-s roLLC Jon Davis, Owner Prepared 13y and Return To: Aric A. Schroeder, City of Waterloo, 7I5 Mulberry Street. WaterloojA 50703 CONDITIONS OF ZONING WHEREAS Iowa Code Section 414.5 provides for zoning with conditions provided the conditions are agreed to in writing by the property owner prior to adjournment of the hearing by the City Council, AND WHEREAS, the owners of property in the City of Waterloo currently zoned "C-2" Commercial District requested to be zoned "C-2, C-Z" Conditional Commercial District, generally located at 2424 Falls Avenue, and legally described as (hereinafter "Property"): A part of the Southeast Quarter of the Southeast Ouater of Section 21, Township 89 North, Range 13 West of the 5th P.M., in the City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at apoint on the North line of the Waterloo and Cedar Falls Road, now known as Falls Avenue, that is 40 feet West of the East line of said Section (measured at right angles thereto); thence West along the North line of said road a distance of 165 feet to the place of beginning; thence continuing West along the North line of said road a distance of 225.5 feet; thence North parallel with the East line of said Section a distance of 264 feet; thence East parallel with the North line of said road, a distance of 225.5 feet; thence South parallel with the East line of said Section a distance of 264 feet to the point of beginning, HEREBY agree to the following conditions on the above -described Property: 1. The applicant keeps inoperable vehicles out of the required front yard area. 2. Solid fencing is installed along the rear yard area on the west, north and east sides. 3. The vehicles are only parked on proper hard surfacing. NOW THEREFORE, it is agreed by the owners that any proposed change in the use or conditions of the Property other than as detailed in this agreement shall first be submitted to the Planning and Zoning Commission for its recommendation to the City Council who will review and approve the proposed change to the above -described Property. These conditions have been placed on the above -described Property for the purpose of complying with the regulations and policies of the City of Waterloo. As a result of said covenant, I (we) herein declare that the conditions shall govern the entire Property as described above, which restrictions shall run with the land and be binding on the successors, heirs and assigns, and herein agree: 1) that these conditions shall not prohibit the division or subdivision of said Property in compliance with the City of Waterloo Zoning Ordinance No. 5079 as amended and the City of Waterloo Subdivision Ordinance No. 2997 as amended, however each subdivided part thereof shall be subject to the terms of these conditions, 2) that none of these conditions shall be rescinded or altered without the approval of the City Council of the City of Waterloo as outlined above. It is further understood that these conditions shall not be deemed a Iimitation or repeal of any other conditions, restrictions, or covenants placed on the above -described Property. Agreed to this Z( day of MAI , 2024 wner and Rezone Applicant On this al`' day of .. , 2024, before me, the undersigned, a Notary Public in and for the State of Jc,�Q , personally appeared ��n J�js to me known to be the identical person(s) named herein and who executed the foregoing instrument and acknowledged that they executed the same as their voluntary act and dee SEAL TRACIA S ROSS COMMISSION NO. 811963 MY C M3SSION EXPIRES idgb-ZDz-L!- Notary Public in . . for the State of Iowa Page 1 of 1 Conditions of Zoning — 2424 Falls Avenue Page 39 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as July 1, 2024, to approve a request by Walnut Baptist Church for a Site Plan Amendment to convert an office building into a religious facility at the former Grainger Industries building in the "B-P" Business Park District located at 827 Fisher Drive, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicants are requesting a Site Plan Amendment in order to convert the former Grainger Industries building into a religious center. The building's footprint will not change; however, a Site Plan Amendment is needed for the change in use since it is a planned zoning district. Parking requirements for a religious facility is one parking space for each 4 persons of maximum occupancy of the sanctuary, auditorium or main hall and it would appear the property does have an adequate amount of spaces for the use. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood which is composed of commercial uses. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS A public hearing was held by the Planning, Programming, and Zoning Commission at their June 11, 2024 meeting and notices were sent to property owners within 250 feet. SOURCE OF EXPENDITURES N/A Page 40 of 459 ALTERNATIVE ACTION LEGAL DESCRIPTION COUNTRY CLUB BUSINESS CENTER SECOND ADDITION LOT 1 ATTACHMENTS 1. Staff Report - 827 Fisher Drive 2. 827 Fisher Drive - Site Plan Amendment - Overview Map 3. 827 Fisher Drive - Site Plan Amendment - Aerial Map 4. Site Plan 5. Application Page 41 of 459 June 11, 2024 REQUEST: APPLICANT: 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: DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: Request by Walnut Baptist Church for a Site Plan Amendment to convert an office building into a religious facility at the former Grainger Industries building in the "B-P" Business Park District located at 827 Fisher Drive. Walnut Ridge Baptist Church, 1307 West Ridgeway Avenue, Waterloo, Iowa 50701 The applicant is requesting a Site Plan Amendment to convert the former Grainger Industries building into a religious facility. The request would not appear to have a negative impact on the surrounding neighborhood which is composed of commercial uses. The request does not appear to have a negative impact upon nearby properties or land uses. The site is on Fisher Drive, which is classified as local street. A trail is located along Fisher Drive and will be extended in the future. The area of the proposed site is zoned "B-P" Business Park District and has been zoned as such since it was rezoned from "A-1" Agricultural District on February 25, 2004. Surrounding land uses and their zoning are as follows: North — Commercial and medical offices zoned "C-P" Planned Commercial District and "R-4,R-P" Planned Residence District South — US 20 and vacant land, zoned "B-P" Business Park District. East — Vacant land zoned "B-P" Business Park District and "R-4,R-P" Planned Residence District. West — Kwik Star and Ansborough Avenue zoned "B-P" Business Park District. The surrounding development was constructed between 2008 and 2020. There is no screening required in relation to this request. A drainage plan will not be required to be submitted. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 1 of 6 Page 42 of 459 June 11, 2024 Picture 1: Existing building looking southwest. Picture 2: Looking west along the front of the building with Fisher Drive to the right. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 2of6 Page 43 of 459 June 11, 2024 Picture 3: Looking southeast at existing east side parking lot. Picture 4: Looking west along front of the building. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 3 of 6 Page 44 of 459 June 11, 2024 Picture 5: Existing Parking Lot. FLOODPLAIN: The property is not located in a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0303F, dated May 8, 2024. PUBLIC /OPEN Lou Henry Elementary School is located 0.77 miles to the northeast, SPACES/ Hoover Elementary School is located 0.84 miles to the northeast, SCHOOLS: and West High School is located 1.50 miles to the northeast. UTILITIES: WATER, There is a 8" sanitary sewer line located in Tower Park Drive and SANITARY SEWER, Fisher Drive, a 12" storm sewer located in Tower Park Drive, an 18" STORM SEWER, Storm Sewer located in Fisher Drive, a private storm sewer located ETC: on the property, overhead power lines located along San Marnan Drive, and 10' utility easements along street frontages. RELATIONSHIP TO The Future Land Use Map designates this property as Business COMPREHENSIVE Park: Professional Offices, Commercial; Compatible Light Industrial. LAND USE PLAN: 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 approved on August 21, 2023. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 4 of 6 Page 45 of 459 June 11, 2024 22.YX.20 4. S'. /v. s/ 2ce(39 �\ i((Cc%�L7 �L,li�xS.Paoirfs;'.. YGVJrN .`�L17Hf --S R: ,�H N- P'o-/ErA' . Ado ✓[.T Kiuor e-o 5�.rerY.�-xaa41 A peu.Y ego��N `g5'v_En,.1s - y ' A Gou Pc 3 6.e,KT6rE5 Fasrre, K�-Ao Picture 6: Proposed building layout. LOAM,' 43 — oe 4 q� r rn.,tr TeX. 2n _.......__.. F N /'' • 4.4 _ rEfaR.ra.�K 4. S`xG ._. GY'2 [9'3 2FX,33 rtux..43)(76. -. ....,. "2.�.. 2/3-z ter —_.. . `-lasro.53�.ri ,K,-Qc s-(',2G41)r283Parg' e>s ' 40' CerrAa - at, 5'YC.ChGG= it 11e3=1-in0 CA I,enx: Fluor 01 00 Fisher wive Msioml00, lit 00701 1.11112023 o .YEAR PCK'J /[9 ' STAFF ANALYSIS The applicants are requesting a Site Plan Amendment in order to ZONING convert the former Grainger Industries building into a religious ORDINANCE: center. STAFF ANALYSIS SUBDIVISION ORDINANCE: The building's footprint will not change; however, a Site Plan Amendment is needed for the change in use since it is a planned zoning district. Parking requirements for a religious facility is one parking space for each 4 persons of maximum occupancy of the sanctuary, auditorium or main hall and it would appear the property does have an adequate amount of spaces for the use. During tech review is was noted that they will need to present stamped plans from an architect for the building permitting process. There is no platting in relation to this request. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 5 of 6 Page 46 of 459 June 11, 2024 STAFF Therefore, staff recommends that the request by Walnut Baptist RECOMMENDATION Church for a Site Plan Amendment to convert an office building into a religious facility at the former Grainger Industries building in the "B-P" Business Park District located at 827 Fisher Drive, 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. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 6 of 6 Page 47 of 459 City of Waterloo Planning, Programming and Zoning Commission June i1, 2024 RNAN DR 3 L R- R-3 RIDGE4NT RD R-1, C-Z R-1 OLYMPIC DR C-2,C-Z GALACTIC DR ANSBOROUGH AVE 3'L Lf111 1 CTVY 014 A-1 61 AYOD A-1 HOME 02 U MEAD •'W LN KAYLEE DR RACHAEL ST J m W PtiP I I PRAIRIE I I MEADOW CT` C-P TOYER PARK DR my so EXCELSIOR IDSPECT BLVD R- P W D0 Q zm gco , WQi 0 = om cc a LN SOUTH HIL WENDY RD RACHAEL ST R-2 Z } OLYMPIC NANCY RD DR R-4,R-P B-P SBOROUGH AVE R-3 HAINES BARRYING DR R-3 J < O Et W. SAN MARNAN DR � y2 cn cn C-P TOWER PA K DR I-INFitK Lill R-4 F C-2, C-Z WINN ST 827 Fisher Drive Site Plan Amendment Walnut Baptist Church I7.., - AO ..f ACn City of Waterloo Planning, Programming and Zoning Commission June 11, 2024 Property Requesting Site Plan Amendment 827 Fisher Drive Site Plan Amendment Walnut Baptist Church n, . AC VI Ate, uy Sri-24,-;U . a Z. 1c1• "i.f/J,2s5C r /7 3.06,- S ,49vtr /t/ !t>rzC 3pte.7".5 - •74 2P«1n3 OOL•7 Cam(UO fi- ` )5n n-r W,; 1D elsaJ /0v,- al.Gc�c�Pz:Cs`fr.":4 2fE 21,5-)e.70 \4.411' 4. ,3 - z.z3zi 3.o Z- iss:�a /5 jc cv iPA-rL 0 4 3. 1�, 1 t,tp_t _ jai ;1/, T /L c., 2 & n e i -i ,c )47M-2c .5 i 2: r y- rim' r 40 4i J- /' i :Li-. ftl 'se-r l! XI? 0.�'lA,J$ GFttt'C�d A.!'ibtz rc•ta 6 q.„ ..5-xq6 '': 13 3 4 f r�4...4Z, 4 3x76 aA 5.cr 3 -B c gat t - ( y f6 --28,5T3Z cf I . 1 i ..:.. t iz i-� DU'eca 'Ark%�44i��.y p '- 4040r Ga-v71 . !=" vM Pezi3 /4 iQP ?eGJ /e3 110 Floor -01 827 Fisher Drive Waterloo, IA 50701 1.1/1/2023 401 0 5 fo 15 20 25 30 FT FIEL12M 0 2 4 6 6 6 Roo Reaus Page 50 of 459 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C_P",", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAIVIMING, AND ZONING COMMISSION, WATERLOO, IOWA / 319.291.4366 New or Overall Amendment 1/ Individual Building Minor change (check one) (Minor Change must be approved by staff) I. APPLICATION INFORMATION: l j I a. Applicant's name —Business Name if Applicable (please print): �/�l61, u4 [ n Address: f 1 U) :Rzcleirr 4,0.41 Av-tPI}one:235 -35 5 Fax: City: tom) ' 100 State: Zip: 54 lot Email: 1-iL - T Cw2Qe.Ncrt b. Status of applicant: (a) Owner (b) Other ✓(CHECK ONE): If other explain: c. Property owner's name if different than above (please print): C-{ Rtt1/43. Address: B ri Phone: Fax: City: W lco State: tea. Zip: SO-70 Email: 2. PROPERTY INFORMATION: a. General location of site plan to be amended: en'-fOt'+-- CO (00 L3 . SO-Ib1 b, Legal description of property or portion to be amended: `?,,fic,9 NI.- Scat& to4oc-19_ e. Dimensions of proposed site plan amendment: d. Area of proposed site plan amendment: e. Current zoning: 1e• -( f. Reason(s) for site plan amendment and proposed use(s) of property: ib►.5 t, o5L Conditions (if any) agreed to (does not affect existing conditions unless specified): g• 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 site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for [minor change) (payable to the City of Waterloo) is required. 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 anew filing fee. lithe 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 tnie and correct. All information submitted will be 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. W.W. Grainger, Inc. 51 !o24 Byfl}`I . ate Signature of Owner Nathan E. Barnes, Sr thr, Date Corp WE Signature of Applicant May 16, 2024 Page 51 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as July 1, 2024, to approve a request by J&R Real Estate Holdings, LLC, to rezone approximately 2.69 acres from "R-2" One and Two Family Residence District to "C-P" Planned Commercial District to remodel the former St. Johns School and Church into nineteen residential units, a daycare, and community space, located at 1721-1729 Mulberry Street, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicants are requesting to rezone the former St. John's School and Church in residences, an assembly hall, and one commercial space for a potential daycare. The parking requirements for the residences are 2 parking spaces for each residential unit, the parking requirements for the assembly hall are 1 space for every 100 square feet or 1 space for every 4 people of occupancy, whichever is greater, and the retail space requires one parking space for each 2 employees and 1 parking space for every 15 children for a total parking requirement of 122 spaces with their site plan showing 137 parking spaces. The building was formerly the home of St. John's Church and School, which was built in 1924 with the school closed in 2001 and the church in 2002 due to consolidation. A previous rezone request from a different applicant was brought before the Commission on May 1, 2018, to rezone the property to allow for an auction facility, and art studio. However, the applicant withdrew that request before the request was sent to the City Council for approval. The buildings have been either underutilized or not used at all since the time of their closing and this will be an excellent reuse of the buildings which could help revitalize the area. NEIGHBORHOOD IMPACT The proposed reuse of the building would appear to have a positive effect on the neighborhood as it will provide reuse for a building that has been mostly vacant for the last several years and would help revitalize the neighborhood. DATA, ANALYSIS, AND STRATEGIES Page 52 of 459 IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS A hearing was held by the Planning, Programming, and Zoning Commission at their June 11, 2024 meeting and notice was sent to property owners within 250 feet of the rezone area. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION The Easterly 30 feet of the Southerly 120 feet of Lot No.1 in Block No.4; Lot 7, except the North 51 feet of the East 95 feet thereof, and Lot 8, except that palt thereof contained in the parcel depicted in Plat of Survcy Doc. #2014-18424; all in Block 4 in Zollinger'S Addition to Waterloo, Iowa. AND Lots 1,2 and 3 in Block 5 in Alford's Addition to the City of Waterloo, Iowa. AND Lot 1 in Auditor's Plat number 8, Waterloo, Iowa, except that part thereof contained in the parcel depicted in Plat of Survey Doc. #2014-18424. AND Lot 13 through 26, inclusive in Auditor's Plat number 8, Waterloo, Iowa, except those parts thereof conveyed to the State of Iowa in 281 TLD 46 J . AND Beginning at the NOlthwest corner of Lot 15 in Auditor's Plat number 8, Waterloo, Iowa; thence West along the South line ofMulbeny Street, a distance of 50 feet to the Northeast cornel' of Lot 14 of said addition; thence South a distance of368.6 feet to the Southeast corner of Lot 22 of said addition; thence East a distance of 50 feet to the Southwest corner of Lot 21 of said addition; thence North a distance of367.9 feet to the point of beginning. ATTACHMENTS 1 1721-1729 Mulberry Street -Rezone R-2 to C-P 2. 1721 - 1729 Mulberry - M2 to CP - Overview Map 3. 1721 - 1729 Mulberry - M2 to CP - Aerial Map 4. 1721-1729 Mulberry Street Plans_ 5. Rezoning Application Page 53 of 459 June 11, 2024 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: Request by J&R Real Estate Holdings LLC to rezone approximately 2.69 acres from "R-2" One and Two Family Residence District to "C-P" Planned Commercial District to remodel the former St. Johns School and Church into 19 residential units, a daycare, and community space located at 1721 — 1729 Mulberry Street. J&R Real Estate Holdings, LLC, 1721-1729 Mulberry Street, Waterloo, Iowa 50703 The applicant is requesting to rezone the property from "R-2" One and Two Family Residence District to "C-P" Planned Commercial District in order to repurpose the former St. John's school and church in a residential complex with a retail component. The proposed reuse of the building would appear to have a positive effect on the neighborhood as it will provide reuse for a building that has been mostly vacant for the last several years and would help revitalize the neighborhood. The site in question is served by Mulberry Street which considered a local Street and Vinton Street which is considered a Minor Arterial Street. There are sidewalks along Mulberry Street and Vinton Street north of Mulberry Street but there is no sidewalk along Vinton Street south of Mulberry Street and is recommended as a condition to the rezone request. Off street parking is available (in a separate property across the street), therefore it would not appear that there would be a negative impact on the traffic in the area. The Cedar River Trail is a short distance to the south of the area to be rezoned. The proposed rezoning area is currently zoned "R-2" One and Two Family Residence District and has been zoned as such since the adoption of Zoning Ordinance No. 2479 in 1969. Surrounding land uses and their zoning designations: North — Residential zoned "R-2" One and Two Family Residence District South — Vacant land, commercial, Vinton Street and residences, zoned "R-2" One and Two Family Residence District and "M-2" Heavy Industrial District. East — Residential zoned "R-2" One and Two District. West — Residences, Vinton Street, Commercial and Iowa Food Bank zoned "R-2" One and Two Family Residence District "C-2" Commercial District and "M-2" Heavy Industrial District. R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 1 of 10 Page 54 of 459 June 11, 2024 DEVELOPMENT Residences were built between 1900 and 1950, and commercial HISTORY: properties were built between 1954 and 2012. BUFFERS/ SCREENING: DRAINAGE: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: No buffering or screening will be required. The site includes an existing structure and there are no plans to expand the site with additional construction therefore it would appear that a drainage plan will not be needed at this time. The area to be rezoned is in the Zone x, which is not a special flood hazard area as established by the Federal Emergency Management Association (FEMA) Flood Insurance Rate Map dated 2024. Highland Elementary School is located 0.71 miles to the east, George Washington Carver Academy is located 2.24 miles to the northwest, and East High School is located 0.66 miles to the north. A 24" storm sewer and 8" sanitary sewer line is located in Mulberry Street. The Future Land Use Map designates this area as Low Density Residential. The applicants are requesting to rezone the former St. John's School and Church in residences, an assembly hall, and one commercial space for a potential daycare. The parking requirements for the residences are 2 parking spaces for each residential unit, the parking requirements for the assembly hall are 1 space for every 100 square feet or 1 space for every 4 people of occupancy, whichever is greater, and the retail space requires one parking space for each 2 employees and 1 parking space for every 15 children for a total parking requirement of 122 spaces with their site plan showing 137 parking spaces. The building was formerly the home of St. John's Church and School, which was built in 1924 with the school closed in 2001 and the church in 2002 due to consolidation. A previous rezone request from a different applicant was brought before the Commission on May 1, 2018, to rezone the property to allow for an auction facility, and art studio. However, the applicant withdrew that request before the request was sent to the City Council for approval. The buildings have been either underutilized or not used at all since the time of their closing and this will be an excellent reuse of the buildings which could help revitalize the area. R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 2 of 10 Page 55 of 459 June 11, 2024 Picture 1: Former St. John's Church Picture 2: Former St. John's School R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 3 of 10 Page 56 of 459 June 11, 2024 Picture 3: Existing home next to the former church. Picture 4: Existing parking lot. R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 4 of 10 Page 57 of 459 June 11, 2024 Picture 5: Existing parking and commercial located across Vinton Street. Picture 6: Vinton Street where sidewalk is proposed. R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 5 of 10 Page 58 of 459 June 11, 2024 J & R Real Estate Holdings ST. JOHNS CHURCH & SCHOOL REHABILITATION SO PROGRESS SET 15APRIL2.024 PRELIMINARY NO1 FOR CONSTRUCTION T O h 0,1R L OZPL FOR REPERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PRO R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 6 of 10 Page 59 of 459 June 11, 2024 1 t PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY 0121LFIRsrwwsonawnµ PRELIMINARY NOT POR CONSTRLI.ION C v n —: rirRrIlAl DREW t CTILDISCSIdOrIOTTS hay tew.ora. ET ZILLEMIt THIS SHEET MUST SE PRINTED IN COLOR TO VIEW CONTENT PROPERLY c,,rmrxISY Fwaaaun „QTEs: tt GENERILILOCOPLLIJNOTES I 4 I iy J� I —0 FOR REYFRENCE ONLY THIS SLILY, FAUST RE rRiNrEa In COLOR TO view COna..nr PROPER.. Nti R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 7 of 10 Page 60 of 459 June 11, 2024 PRELNAINARY NOT FOR CONSTRUCTION o ISECCIE,LO7RFRDPOESDPUR PRELANUNARY NOT FOR CONSTRUCT/ON !OR CF ONLY FOR REFERENCE ONLY • gxfnw ftxns,ouwrnfs IBLILEINE THIS SHEET MUST BE PRINTED IN COLOR TO VIEW coonew PROPERLY GNU.. E.6.4 FLOP, RJ ITES La - I INVISYJN O 6 p O § g U C A1.11 IneppN Egf- A1.21 THIS SHE. MUST BE PRINTED IN COLOR TO -.EVE CONTENT PROPERLY R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 8 of 10 Page 61 of 459 June 11, 2024 PRELIMINARY NOV !CM CONSTRUCTION PRELIMINARY NOY FOR CONSTRUCTION FOR PPPPP NCR ONLY -s TIDE sHeer MIME RP PRINT!. IN COLOR TO VIDA comsew PRO xAcn EnFvn.on NOTES r GMx TER 7.115 SHEET MYST BE PRINTED IN COLOR'''. VIEW CONVENT PROPERLY INYISION A2.01 6 0 } 3 A2.02 R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 9 of 10 Page 62 of 459 June 11, 2024 TECH REVIEW During tech review engineering stated they will need a site plan and detention plan for the parking lot. STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: The Building Department stated they would need stamped plans from an architect for the building permit process. The Fire Department stated that the building will need to have sprinklers and a fire alarm system. There is no platting required for this request. Therefore, staff recommends the request by J&R Real Estate Holdings LLC to rezone approximately 2.69 acres from "R-2" One and Two Family Residence District to "C-P" Planned Commercial District to remodel the former St. Johns School and Church into 19 residential units, a daycare, and community space located at 1721 — 1729 Mulberry Street.be approved for the following reasons: 1. The proposed rezoning would work to utilize the former mostly vacant former school building, while also limiting the commercial uses so it does not jeopardize or harm the residential neighborhood surrounding the site. And subject to the following conditions: 1. That there is no outside storage on the former school site or the parking lot to the south. 2. That the property be limited to residential housing and compatible commercial businesses. 3. That sidewalk is installed along Vinton Street south of Mulberry Street. 4. That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc R-2 to R-2, C-Z at 1721-1729 Mulberry Street Page 10 of 10 Page 63 of 459 City of Waterloo Planning, Programming and Zoning Commission June i1, 2024 z co J •>- gJR-3 I YLN -IIw I II -ARGYLE ST 0) C- .C-3 0 0 R-2, COTTAGE ST (-,Z J CO R-2+C-Z-� SUMNER ST—R 1 LIME ST WILLISTON AVE BERTCH AVE FOREST AVE R-3 M-1 VINE ST co ONEIDA ST z 0) coQ co I ti C7 m R-3 R'3 R=3 l' 1- z I z 8 R-2—BYRONAVE O GLENNYAVE —t—c/) I � co 0 0 z w ~ Z = J W—WILLOW ST m DOUGLAS ST RAIN LET IALBANY ST kovoNG. JR"DR GLENWOOD ST l 1 HAWTHORNE AVE \\ILO C.-2 SHIRLEY ST— SOUTH VIEW DR M-2, P o cq z • L•PROSPECT AVE —c). I I ALTAVISTA AVE Q O 11 INDEPENDENCE AVE MADISON STR-1, MONROE ST—R-P POLK ST I C-2, C-Z —FRENCH ST J cr RY ST ▪ M-1 CC O W II A-1 R-3 E1cE))R ill 0 WORA DR o�rA R!1, R-P C-1 A;1 A-1 NORTHFAY DR IA�1� �M-1 O_CLIFTON AVE • [DREW AVE 0 • ERIC AVE 1a1NITOBAAVE m "I 0 R-3 uI 1 _ ARKAVE BURNSIDE AVE C=1, C-Z SHULTZ ST1 <9& R=2;C-Z 4 oG<<.� R'2;C-ZCv1, C-Z A1 M-1 R-2- 1'721 - 1729 Mulberry Street Rezone from "M-2" to "C-P" J&R Real Estate Holdings I'].....,. GA ..i Ac11 City of Waterloo Planning, Programming and Zoning Commission June i1, 2024 Areas to be Rezoned MULBERRY ST 1721 - 1729 Mulberry Street Rezone from "R-2" to "C-P" J&R Real Estate Holdings rnnr G,6 of 4LZI1 J & R Real Estate Holdings ST. JOHNS CHURCH & SCHOOL REHABILITATION 1729 Mulberry Street, Waterloo, Iowa INVISION:22169 J & R Real Estate Holdings SD PROGRESS SET 15 APRIL 2024 I Illllll �� 1 �!I(I��11I ➢ i III II III 1111100 I Emit IL, 11 ` I■IjIl.11��� �.nn ul li!illlooiylil!ii ! yni !Dill iII �I� OWNER J & R Real Estate 237 Prospect Ave Waterloo, Iowa 50703 <P: <WEBSITE: > ............. ,1111666111116110116111111116111111,11111.111,1111611111161.61111.16111661111111161.6111.116111,116111111,1111611111661101111616116.111111616 1111111111[011111""—! --�� _ - - -_nnne nn�anir.'• nnlne 'I�II _��I_I�LII Gii. Y 1 �I ■ __fiiipii ���� ■ r111111111L4111,_■■I■ I� III .��III_ i i.�n�d!�'`. INVISION PUNNING ARCHITECTURE I INTERI 900 Mulberry Street Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax 6 RS ST. JOHNS CHURCH & SCHOOL REHABILITATION INVISION:22169 J & R Real Estate Holdings ISSUE DATE:l5 APRIL 2024 SD PROGRESS SET MANAGING ARCHITECT: MANAGING ARCHITECT NAME @invisionarch.com) Page 66 of 459 LU w 1- w 0 O 0- 1- w w 1- w w S H- z z_ J w 0- w 1- z O 0 0 SHEET INSTRUCTIONS: C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/ 16/2024 1 1:15:49 AM E 0 0 0 c 0 c ARCHITECTURAL SYMBOLS: NORTH ARROW NORTH DIRECTION NORTH DRAWING REFERENCE View Name 1/8" = 1'-0" SECTION TAG SECTION NUMBER SIM SHEET NUMBER CASEWORK TAG CUSTOM PLAM1-1V4 L 24.34.5.2 CUSTOM SIZE MATERIAL LOCK INDICATOR LIGHT VALANCE SIZE: W•H•D DETAIL REFERENCE SIM DETAIL NUMBER SHEET NUMBER DOOR IDENTIFICATION NEW EXISTING XXX DOOR NUMBERS ROOM IDENTIFICATION Room Name- ROOM NAME 101 - ROOM NUMBER COUNTERTOP TAG STANDARD DIMENSION STYLE DIMENSION W/ 00 3/8" 43/8" DOT INDICATE CENTERLINE OF I OBJECT PLAM1 f MATERIAL 34 • 25.4 f BACKSPLASH SIZE: H COUNTERTOP SIZE: D COUNTERTOP ELEVATION STANDARD DIMENSIONS WINDOW IDENTIFICATION XXXX NUMBER DESIGNATES WINDOW TYPE STRUCTURAL GRID NUMBER DESIGNATES (VERTICAL) LETTER DESIGNATES (HORIZONTAL) GRID BUBBLES vvAv�� o cwE S S I ON q���� / 4R0000000 AL I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the State of Iowa. Printed or typed name Date Signature Registration expires GENERAL AND ARCHITECTURAL SERIES Pages or sheets covered by this seal INTERIOR WALL IDENTIFICATION EXTERIOR WALL IDENTIFICATION WALL TYPE ADDITIONAL COMMENTS / MODIFIER INSULATION IDENTIFIER FIRE RATING EXTERIOR & INTERIOR ELEVATION SPOT ELEVATION X DENOTES ELEVATION SHOWN ELEVATION NUMBER SHEET NUMBER KEYNOTE NUMBER DESIGNATES KEY NOTE 0" s FINISH TAG WALL TYPE Room name RM ### Wall Finish Base Finish Floor Finish Remarks MATERIALS LEGEND: °�- FINISH CONTOURS EXISTING CONTOURS EARTH GRAVEL BRICK CONCRETE PARTICLE BOARD PRECAST CONCRETE RIGID INSULATION SPRAY INSULATION MEM f / GYPSUM BOARD PLYWOOD MASONRY STEEL CONTINUOUS DIMENSION LUMBER NON -CONTINUOUS LUMBER/SHIM ALUMINUM FINISH LUMBER BATT INSULATION MINERAL WOOL ABBREVIATIONS: ACT ADA ADJ AFF AHU ALT ALUM AMC ANOD ANSI AP APROX ARCH ASTM AW BB BD BGC BLDG BLKG BO BR BRG CAB CB CC CFCI CG CIP CJ CK CL CLG CLR CMU CNTR CONC CONST CONT CORR CPT CS CSWK CTR CW ACOUSTICAL CEILING TILE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ACOUSTICAL METAL CEILING ANODIZED AMERICAN NATIONAL STANDARD INSTITUTE ACRYLIC PANEL APPROXIMATE ARCHITECTURAL ASTM INTERNATIONAL ACOUSTICAL WALLCOVERING BURNISHED BLOCK BOARD BY GENERAL CONTRACTOR BUILDING BLOCKING BY OTHER (THAN CONTRACTOR) BUMPER RAIL BEARING CABINET CARPET BASE CUBICAL CURTAIN CONTRACTOR FURNISHED CONTRACTOR INSTALLED CORNER GUARD CAST -IN -PLACE CONTROL JOINT CORK CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COUNTER CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CONCRETE SEALED CASEWORK CENTER, CENTERED CURTAIN WALL DBL DEMO DEPT DF DIA DIAG DIM DISP DN DP DTL DW DWG EA EC EF EIFS EJ EL ELECT ELEV EMER ENCL EQ EQUIP EX EXP EXT FCB FD FE FEC FHC FIN FIXT FLEX FLR FOF FRP FT FTP FV G GA GALV DOUBLE DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DEPTH DETAIL DISHWASHER DRAWING EACH ENTRY CARPET EPDXY FLOOR EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE EQUAL EQUIPMENT EXISTING EXPANSION, EXPOSED EXTERIOR FIBER CEMENT BOARD FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FIXTURE FLEXIBLE FLOOR FACE OF FINISH FIBERGLASS REINFORCED PLASTIC FOOT OR FEET FIRE TREATED PLYWOOD FIELD VERIFY GROUND GAGE, GAUGE GALVANIZED GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT PRIOR TO START OF WORK. 3. UNLESS NOTED OTHERWISE, THE PLAN DIMENSIONS SHOWN ARE: A. TYPICALLY TO THE CENTERLINE OF STUD AT INTERIOR PARTITIONS B. TO THE FACE OF WALLS IN HALLWAYS SHOWING CLEAR WIDTHS C. TO THE FACE OF FURRED OUT WALLS D. TO THE FACE OF MASONRY OR FACE OF CONCRETE WHERE INDICATED (NOMINAL) E. IF DIMENSION POINT IS IN QUESTION, CONTACT ARCHITECT 4. DOORS 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. CONTRACTORS SHALL CONSULT PLANS OF ALL TRADES FOR OPENINGS AND ROUGH -INS, ROUGH -OUTS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 6. PROVIDE FIRE RESISTIVE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND THE PENETRATING DUCT, PIPES, CONDUITS,OR LIKE ITEMS., AT ALL FIRE RATED BUILDING BUILDING COMPONENTS. 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS AND EQUIPMENT, FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO PROCEEDING WITH WORK. 8. ALL PIPING, CONDUITS, DUCTS, ETC., SHALL BE FURRED -IN, IN ALL ROOMS EXCEPT ELECTRICAL CLOSETS, TELEPHONE CLOSETS, MECHANICAL ROOMS, AND ROOMS DESIGNATED TO HAVE EXPOSED ROOF STRUCTURE. 9. CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB OUTS FOR NEW OR FUTURE WORK INDICATED. GB GC GF GFCI GL GP GR GYP GYP BD HD HDW HM HORIZ HR HT HVAC IB IBC ID IN INSUL INT JAN JT KS L LAV LKR LVR MAX MECH MEZZ MFR MIN MISC MKBD MLWK MM MO MTD MTL N NA NFPA NIC GRAB BAR GENERAL CONTRACTOR GRAPHIC FILM GROUND FAULT CIRCUIT INTERRUPTER GLASS GLASS PANEL GROUT GYPSUM GYPSUM BOARD HAND DRYER HARDWARE HOLLOW METAL HORIZONTAL HANDRAIL HEIGHT HEATING, VENTILATION, & AIR CONDITIONING INTEGRAL BASE INTERNATIONAL BUILDING CODE INSIDE DIAMETER INCH INSULATION INTERIOR JANITOR JOINT KNEE SPACE LOCK LAVATORY LOCKER LOUVER MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MARKERBOARD MILLWORK MILLIMETER MASONRY OPENING MOUNTED METAL NEW NOT APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NOM NTS OC OD OF/CI OF/01 OH OPNG OPP ORD PC PLAM PLYWD PR PREFIN PT PTD RAD RAF RB RC RCP RD REF REINF REQD RF RO RTU RV SC SCHED SIM SLNT SN SPEC SPECD SQ SR SSM SST ST STN STRUCT SURF SHEET INDEX: 0. GENERAL G0.00 COVER SHEET G0.01 TITLE SHEET 1. CIVIL C0.00 CIVIL COVER SHEET - SEE THIS SHEET FOR CIVIL SHEET INDEX AND STAMP 2. LANDSCAPE L0.00 LANDSCAPE COVER SHEET - SEE THIS SHEET FOR LANDSCAPE SHEET INDEX AND STAMP 3. ARCH SITE AS1.11 ARCHITECTURAL SITE PLAN AND SITE DETAILS 4. STRUCTURAL S0.00 STRUCTURAL COVER SHEET - SEE THIS SHEET FOR STRUCTURAL SHEET INDEX AND STAMP 5. ARCHITECTURAL A0.03 GLAZING ELEVATIONS AD1.10 BASEMENT FLOOR DEMOLITION PLAN AD1.11 FIRST FLOOR DEMOLITION PLAN AD1.12 SECOND FLOOR DEMOLITION PLAN A1.01 BASEMENT FLOOR PLAN A1.11 FIRST FLOOR PLAN A1.21 SECOND FLOOR PLAN A1.31 ROOF PLAN A2.01 EXTERIOR ELEVATIONS A2.02 EXTERIOR ELEVATIONS 6. FIRE PROTECTION FP0.00 FIRE PROTECTION COVER SHEET - SEE THIS SHEET FOR FIRE PROTECTION SHEET INDEX AND STAMP 7. PLUMBING P0.00 PLUMBING COVER SHEET - SEE THIS SHEET FOR PLUMBING SHEET INDEX AND STAMP 8. MECHANICAL M0.00 VENTILATION COVER SHEET - SEE THIS SHEET FOR VENTILATION SHEET INDEX AND STAMP 9. ELECTRICAL E0.00 ELECTRICAL COVER SHEET - SEE THIS SHEET FOR ELECTRICAL SHEET INDEX AND STAMP 10. FIRE ALARM FA0.00 FIRE ALARM COVER SHEET - SEE THIS SHEET FOR FIRE ALARM SHEET INDEX AND STAMP 11. TELECOMMUNICATIONS T0.00 TELECOMMUNICATION COVER SHEET - SEE THIS SHEET FOR TELECOMMUNICATIONS SHEET INDEX AND STAMP NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OVERHEAD OPENING OPPOSITE OVERFLOW ROOF DRAIN POLISHED CONCRETE PLASTIC LAMINATE PLYWOOD PAIR PREFINISHED PAINT PAPER TOWEL DISPENSER RADIUS RESILIENT ATHLETIC FLOORING RESILIENT BASE RESILIENT CHANNEL REFLECTED CEILING PLAN ROOF DRAIN REFRIGERATOR REINFORCE REQUIRED RESILIENT FLOORING ROUGH OPENING ROOF TOP UNIT ROOF VENT SCRIBE SCHEDULE SIMILAR SEALANT STAIR NOSING SPECIFICATION SPECIFIED SQUARE STAIR RISER SOLID SURFACE MATERIAL STAINLESS STEEL STAIR TREAD STAIN STRUCTURAL SURFACE SUSP SYMM T T&G TB TC THRU TK TKBD TL TM TOB TOC TOF TOS TP TPD TSTAT TV TYP TZ UL UNF UNO V VERT VEST VIF VTR VWP W/ W/O WB WBL WC WD WDSF WF WOC WP WR WSCT WT WWF WWM SUSPEND SYMMETRICAL TEMPERED TONGUE AND GROOVE TILE BASE TROWELED CONCRETE THROUGH TACKABLE SURFACE TACKBOARD TILE T MOLDING TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TOILET PARTITION TOILET PAPER DISPENSER THERMOSTAT TELEVISION TYPICAL TERAllO UNDERWRITERS LABORATORIES UNFINISHED UNLESS NOTED OTHERWISE LIGHT VALANCE VERTICAL VESTIBULE VERIFY IN FIELD VENT THOUGH ROOF VINYL WALL PAD WITH WITHOUT WOOD BASE WOOD BLOCKING WALL COVERING WOOD WOOD SPORTS FLOORING WOOD FLOORING WALK -OFF CARPET WALL PROTECTION WATER RESISTANT WAINSCOT WINDOW TREATMENT WELDED WIRE FABRIC WELDED WIRE MESH I NVISION PLANNING 900 Des 515.633.2941 www.invisionarch.com CONSU REVISIONS: 1 ARCHITECTURE Mulberry Moines, LTANT: Description Iowa 1 INTERIORS Street 50309 Date No. OWNER SIGN DATE -OFF: NAME cn —I cn & cn - p N 0 rn 1- m o m `" rn �' o J & R Real Estate Holdings m, -07 D.. 0,m mm N o ST. JOHNS CHURCH & SCHOOL REHABILITATION bm O N 4, PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY O Page 67 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:50 AM SHEET RESPONSIBILITY:INITIAL!! NORTH ARCHITECTURAL SITE PLAN 1" = 30'-0" GENERAL ARCHITECTURAL SITE NOTES: 1. FIELD VERIFY ALL EXISTING SITE CONDITIONS, UNDERGROUND UTILITIES, ABOVE GRADE UTILITY STRUCTURES, EXTENT OF PAVING AND CURBS, AND VEGETATION. CONTACT IOWA ONE CALL FOR UTILITY LOCATES PRIOR TO ANY SITE PREPARATION OR DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. CONTRACTOR IS TO REMOVE AND REPLACE OR RESTORE ALL STREET SIGNS, PAVEMENT MARKINGS, SITE LIGHTING AND BASES, SIDEWALKS, STEPS, LANDSCAPE STRUCTURES, CURB AND GUTTER, STREETS, DRIVES ANDALL OTHER SURFACE STRUCTURES REMOVED OR OTHERWISE DAMAGED DURING THE COURSE OF THE WORK. PCC PAVEMENT SHALL BE REMOVED AND REPLACED TO NEAREST JOINT. 3. CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE DUE TO OPERATION OF HEAVY EQUIPMENT, EXPOSURE AND LACK OF SUPPORT. HAND EXCAVATION WILL BE REQUIRED WHEN EXPOSING EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT OR SHORING FOR ALL EXPOSED EXISTING UTILITIES TO PREVENT DAMAGE. 4. ALL LANDSCAPING INCLUDING TREES, SHRUBS, PERENNIAL PLANTS AND GRASS OR TURF, NOT CALLED OUT TO BE REMOVED ON THE DRAWINGS SHALL BE REPLACED WHERE DAMAGED DURING CONSTRUCTION. WHERE TREES, SHRUBS AND PERENNIAL PLANTS CANNOT, OR ARE NOT PROTECTED, OR ARE OTHERWISE DESTROYED OR DAMAGED BY THE CONTRACTOR, THE TREES, SHRUBS AND PERENNIAL PLANTS SHALL BE REPLACED WITH NEW PLANTS OF THE SAME VARIETY AND SIZE AS THE PLANT DAMAGED OR DESTROYED. WHERE GRASS OR TURF IS DESTROYED, OR DAMAGED DURING CONSTRUCTION, SURFACE SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO CONSTRUCTION. REPORT DAMAGE TO EXISTING VEGETATION TO OWNERS REPRESENTATIVE PRIOR TO REPAIR. PERFORM EXCAVATION WITHIN DRIP - LINE OF LARGE TREES TO REMAIN BY HAND, AND PROTECT THE ROOT SYSTEM FROM DAMAGE OR DRY OUT TO THE GREATEST EXTENT POSSIBLE. MAINTAIN MOIST CONDITION FOR ROOT SYSTEM AND COVER EXPOSED ROOTS WITH BURLAP. PAINT ROOT CUTS OF 1' DIAMETER AND LARGER WITH EMULSIFIED ASPHALT TREE PAINT. 5. SEE CIVIL FOR ADDITIONAL SITE FENCING LOCATIONS NOT SHOWN ON THIS SHEET. 6. ALL ROADWAYS AND DRIVES SHALL BE KEPT OPEN AT ALL TIMES. THE CONTRACTOR MUST PERFORM THE WORK IN A MANNER THAT WILL MAINTAIN UN- INTERRUPTED VEHICULAR AND PEDESTRIAN TRAFFIC. 7. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND THE EDGE OF THE TRENCH CUT. CONTRACTOR AND OWNER'S REPRESENTATIVE ARE TO DOCUMENT (OR PHOTO) ALL CRACKED PCC PAVEMENT OR DAMAGED ACC PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT OR IF ACC PAVEMENT IS DAMAGED DUE TO CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), CONTRACTOR IS TO REPLACE DAMAGED AREA AT NO ADDITIONAL COST TO THE PROJECT. 8. CLEANUP OF ADJACENT PAVED AREAS SHALL BE PERFORMED ON A DAILY BASIS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED CLEAN OF DEBRIS AND MUD. MUD TRACKS ARE TO BE REMOVED AT THE END OF THE DAY. SURROUNDING ROADS ARE TO BE KEPT FREE OF DEBRIS AND MUD. ALL PEDESTRIAN SIDEWALKS MUST BE KEPT CLEAN & FREE FROM MUD, DIRT & DEBRIS AT ALL TIMES. 9. CONTRACTOR IS TO PARK ONLY WITHIN CONSTRUCTION LIMITS, WHERE APPLICABLE. NO PARKING IS ALLOWED ON SURROUNDING ROADS OR PARKING LOTS. 10. IN THE EVENT THAT PEDESTRIAN LIGHTING CIRCUITS ARE DISRUPTED INTENTIONALLY OR NON -INTENTIONALLY THE CONTRACTOR SHALL IMMEDIATELY PROVIDE A TEMPORARY SPLICE TO REESTABLISH THE CIRCUIT. 11. TYPICAL SAWCUT JOINTS TO BE AT LEAST ONE QUARTER THE DEPTH OF THE SLAB THICKNESS. JOINTS TO BE 10'-0" 0.C. UNLESS OTHERWISE NOTED. 12. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM BUILDINGS WITHOUT PONDING OF WATER ADJACENT TO BUILDING OR ON PAVEMENTS. 13. SPOT ELEVATIONS, CONTOUR LINES AND UTILITY LOCATIONS SHOWN FOR REFERENCE ONLY - SEE CIVIL. 14. INSTALL ALL CONSTRUCTION FENCING, GATES, AND OTHER CONSTRUCTION AREA SAFETY MEASURES. 15. INSTALL TREE PROTECTION AROUND ALL TREES REQUIRING PROTECTION FENCING. VERIFY THAT TREES DESIGNATED TO BE RELOCATED BY THE FACILITY HAVE BEEN MOVED, IF APPLICABLE. WATERLOO ZONING CHAPTER 25 PARKING REGULATIONS: R= 2 SPACES / UNIT 19 x 2 = 38 REQUIRED A = 1 SPACE / 100 SF OR 1 SPACE / 4 0CC WHICHEVER IS GREATER 4435 / 100 = 45 SPACES, 295 OCC / 4 = 74 SPACES REQUIRED DAYCARE = 1 SPACE / 2 EMPLOYEES + 1 SPACE / 15 KIDS 10 STAFF = 5 SPACES, 65 KIDS = 5 SPACES 10 REQUIRED 122 TOTAL REQUIRED, 137 PROVIDED I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME N D > cr,� —� N� rn D m o m rn �' o J & R Real Estate Holdings aim mm D.. rr ^ o, D A D O L `o C� 0 m o o ST. JOHNS CHURCH & SCHOOL REHABILITATION m -1 AT)v) 4, rn PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyright 0 - Page 68 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:52 AM SHEET RESPONSIBILITY:INITIAL!! 0 0 0 NORTH r L —UP v/v/v/v 7 fr>/\/\/\i LOWER LEVELS DEMOLITION PLAN 1 /8" = 1'-0" '/\jai\\ \/\/y\/\/\/� 4,a I I I O O O E O O O GENERAL DEMOLITION PLAN NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. I_ 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION REFLECTED CEILING AND DEMOLITION REFLECTED STRUCTURAL PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) DEVICES. 9. SURFACE TEXTURE OF ALL WALL PATCHES / INFILL TO MATCH ADJACENT EXISTING SURFACES BLEND NEW WALL TEXTURE INTO EXISTING WALL TEXTURE FOR UNIFORM FINISH / APPEARANCE. REPAINT ENTIRE WALL. 10. SEE DEMOLITION INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. CEILING DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. I_ _I 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION FLOOR PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) EQUIPMENT, CHASES,DEVICES ECT. 9. REMOVE ALL LOOSE FINISH FROM EXISTING SURFACES THAT ARE TO RECEIVE NEW FINISHES AND PREPARE FOR NEW FINISHES. 10. PARTITION WALLS TO BE REMOVED (SHOWN DASHED) SHOWN FOR REFERENCE - SEE DEMOLITION FLOOR PLANS. 11. ON DEMOLITION REFLECTED STRUCTURAL PLANS, WALLS SHOWN ARE THOSE THAT EXTEND TO BOTTOM OF STRUCTURE. WALLS THAT DO NOT EXTEND TO BOTTOM OF STRUCTURE ARE NOT SHOWN. SEE DEMOLITION FLOOR PLANS. ROOF DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. I_ _I 2. ROOF PLAN LAYOUT, LOCATIONS, SECTIONS AND DETAILS WERE TAKEN FROM EXISTING BUILDING PLANS AND FIELD OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION . 3. EXISTING ROOFING SYSTEM ARE BELIEVED TO CONSIST OF THE FOLLOWING (ALL ROOF AREAS UNLESS NOTED OTHERWISE): 4. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES. 5. PROTECT ALL ITEMS / SURFACES TO REMAIN DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS / SURFACES DAMAGED DURING DEMOLITION / CONSTRUCTION TO MATCH EXISTING CONDITIONS. DEMOLITION LEGEND: EXISTING GYPSUM BOARD / PLASTER CEILING TO REMAIN L REMOVE EXISTING GYPSUM BOARD / PLASTER CEILING FI=I� LI -I _IREMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM COMPLETE WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL DEMOLITION KEYNOTES DISCRIPTION I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME > iiirn G co (/' m o m D rn �' o J & R Real Estate Holdings a, ODD O� 1- `a' O Z m N o ST. JOHNS CHURCH & SCHOOL REHABILITATION O T m p . z n v) PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyrigh 0 Page 69 of 459 UPDATE NOTES AS NEEDED C:\RevitLocalFiles\St John Catholic Church and School R23nancyb57W87.rvt 4/ 16/2024 1 1:15:54 AM SHEET RESPONSIBILITY:INITIAL!! 26'-8" IIII III II / 1 • FIRST FLOOR DEMOLITION PLAN 1/8" = 1'-0" F �/v/v/v/v/v/v/ v/v/v/v/v/v/v/v/v/v/v/ E 7 P GENERAL DEMOLITION PLAN NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. F L- 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION REFLECTED CEILING AND DEMOLITION REFLECTED STRUCTURAL PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) DEVICES. 9. SURFACE TEXTURE OF ALL WALL PATCHES / INFILL TO MATCH ADJACENT EXISTING SURFACES BLEND NEW WALL TEXTURE INTO EXISTING WALL TEXTURE FOR UNIFORM FINISH / APPEARANCE. REPAINT ENTIRE WALL. 10. SEE DEMOLITION INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. CEILING DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. F I__ I 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION FLOOR PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) EQUIPMENT, CHASES,DEVICES ECT. 9. REMOVE ALL LOOSE FINISH FROM EXISTING SURFACES THAT ARE TO RECEIVE NEW FINISHES AND PREPARE FOR NEW FINISHES. 10. PARTITION WALLS TO BE REMOVED (SHOWN DASHED) SHOWN FOR REFERENCE - SEE DEMOLITION FLOOR PLANS. 11. ON DEMOLITION REFLECTED STRUCTURAL PLANS, WALLS SHOWN ARE THOSE THAT EXTEND TO BOTTOM OF STRUCTURE. WALLS THAT DO NOT EXTEND TO BOTTOM OF STRUCTURE ARE NOT SHOWN. SEE DEMOLITION FLOOR PLANS. ROOF DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. F I_ _I 2. ROOF PLAN LAYOUT, LOCATIONS, SECTIONS AND DETAILS WERE TAKEN FROM EXISTING BUILDING PLANS AND FIELD OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION . 3. EXISTING ROOFING SYSTEM ARE BELIEVED TO CONSIST OF THE FOLLOWING (ALL ROOF AREAS UNLESS NOTED OTHERWISE): 4. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES. 5. PROTECT ALL ITEMS / SURFACES TO REMAIN DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS / SURFACES DAMAGED DURING DEMOLITION / CONSTRUCTION TO MATCH EXISTING CONDITIONS. 0 DEMOLITION LEGEND: EXISTING GYPSUM BOARD / PLASTER CEILING TO REMAIN REMOVE EXISTING GYPSUM BOARD / PLASTER CEILING FI-I LI —I _1REMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM COMPLETE WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL DEMOLITION KEYNOTES DISCRIPTION II INVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSU REVISIONS: I ARCHITECTURE Mulberry Moines, LTANT: Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME > 77 rn GI-n m o m D rn J & R Real Estate Holdings Q TI Z m - n O _ �m °Lo z ST. JOHNS CHURCH & SCHOOL REHABILITATION rT' '� N O O .. Oz� m o T PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyrigh- 0 Page 70 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:55 AM SHEET RESPONSIBILITY:INITIAL!! PIPE ORGAN -\ n Y SECOND FLOOR DEMOLITION PLAN 1/8" = LVIW IF d x I11 GENERAL DEMOLITION PLAN NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. I_ 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION REFLECTED CEILING AND DEMOLITION REFLECTED STRUCTURAL PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) DEVICES. 9. SURFACE TEXTURE OF ALL WALL PATCHES / INFILL TO MATCH ADJACENT EXISTING SURFACES BLEND NEW WALL TEXTURE INTO EXISTING WALL TEXTURE FOR UNIFORM FINISH / APPEARANCE. REPAINT ENTIRE WALL. 10. SEE DEMOLITION INTERIOR AND EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. CEILING DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. I_ _I 2. EXISTING ROOM NUMBERS AND NAMES SHOWN ON DEMOLITION PLANS. SEE NEW WORK PLANS FOR NEW ROOM NUMBERS AND NAMES. 3. DASHED LINES INDICATE ITEMS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES TO MATCH EXISTING SURFACE. 4. SEE ALL OTHER DISCIPLINES SHEETS FOR ADDITIONAL DEMOLITION. 5. REFER TO DEMOLITION FLOOR PLANS FOR ADDITIONAL DEMOLITION ITEMS. 6. REFER TO FLOOR PLANS AND INTERIOR ELEVATIONS FOR DIMENSIONS OF NEW OPENINGS NOT DIMENSIONS ON THE DEMOLITION SHEETS. 7. PROTECT ALL ITEMS / SURFACES "TO REMAIN" DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS DAMAGED DURING DEMOLITION / CONSTRUCTION. 8. PATCH SURFACES TO MATCH ADJACENT SURFACES AT ALL REMOVED (ALL DISCIPLINES) EQUIPMENT, CHASES,DEVICES ECT. 9. REMOVE ALL LOOSE FINISH FROM EXISTING SURFACES THAT ARE TO RECEIVE NEW FINISHES AND PREPARE FOR NEW FINISHES. 10. PARTITION WALLS TO BE REMOVED (SHOWN DASHED) SHOWN FOR REFERENCE - SEE DEMOLITION FLOOR PLANS. 11. ON DEMOLITION REFLECTED STRUCTURAL PLANS, WALLS SHOWN ARE THOSE THAT EXTEND TO BOTTOM OF STRUCTURE. WALLS THAT DO NOT EXTEND TO BOTTOM OF STRUCTURE ARE NOT SHOWN. SEE DEMOLITION FLOOR PLANS. ED ROOF DEMO NOTES: 1. HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2. ROOF PLAN LAYOUT, LOCATIONS, SECTIONS AND DETAILS WERE TAKEN FROM EXISTING BUILDING PLANS AND FIELD OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION . 3. EXISTING ROOFING SYSTEM ARE BELIEVED TO CONSIST OF THE FOLLOWING (ALL ROOF AREAS UNLESS NOTED OTHERWISE): 4. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES. 5. PROTECT ALL ITEMS / SURFACES TO REMAIN DURING DEMOLITION / CONSTRUCTION. REPAIR / REPLACE ALL ITEMS / SURFACES DAMAGED DURING DEMOLITION / CONSTRUCTION TO MATCH EXISTING CONDITIONS. DEMOLITION LEGEND: EXISTING GYPSUM BOARD / PLASTER CEILING TO REMAIN L REMOVE EXISTING GYPSUM BOARD / PLASTER CEILING FI—I� LI —I _IREMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM COMPLETE WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL DEMOLITION KEYNOTES DISCRIPTION I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME cn cn Cn cn p N 1 0 m m m D rn �' o J & R Real Estate Holdings a, L1) O z 0 _ � n 0 Z D m 0 N o ST. JOHNS CHURCH & SCHOOL REHABILITATION Oo m o Tl r PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyrigh 0 Page 71 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:56 AM SHEET RESPONSIBILITY:INITIAL!! 4 NORTH 0 O MECH (EVENT) MAINTENCE OFFICE I I I I I I I I TENANT STORAGE UP 7 I 1— T I I I I I I I I 0 c,_ NEW UNIT LAUNDRY u_ w 00 00 x LOWER LEVELS PROPOSED FLOOR PLAN 1 /8" = 11-0" PANTRY P I EX UP STORAGE UP— /v /v iv TENANT STORAGE \ /\ JANITOR STOFAGE x 00 0 Oo KITCHEN N LL s 0 0 _ RRI I RR L - DINING F v /v /v iv, VV i TENIKNT i INFANTS ELEV MECH 4 0 L — LEV 1 1 1 %< %< UP CRAWLERS PRESCHOOL 0 1-2 YR OLDS OMMUNITY PLAY 2-3 YR OLDS OLDER KIDS 0 19 3-4 YR OLDS UPDATE NOTES AS NEEDED GENERAL EXISTING FLOOR PLAN NOTES: 1. SHADED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2. ALL WALLS WITH SOUND BATT ATTENUATION BLANKETS ARE TO HAVE ACOUSTICAL SEALANT AT TOP AND BOTTOM. SEE WALL TYPES FOR ADDITIONAL REQUIREMENTS. 3. FACE OF NEW WALLS TO ALIGN WITH FACE OF EXISTING ADJACENT WALL, UNO. 4. WALL INFILL AT EXISTING WALLS SHALL BE SIZED TO MATCH EXISTING WALLS FACE OF NEW FINISH TO BE FLUSH WITH EXISTING FINISHED FACE ON EACH SIDE OF WALL. 5. SEE EXTERIOR AND INTERIOR ELEVATIONS FOR FURTHER CLARIFICATION OF MATERIALS / LOCATIONS / FINISHES. 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 IS 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, PIPES, SPRINKLER MAINS 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 WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL KEYNOTES DISCRIPTION DIR. OFF OFFICE 41 41 1 1 4 UP STORAGE I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME CD N n � � PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyright 0 Page 72 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:58 AM SHEET RESPONSIBILITY:INITIAL!! nnnnnnnnn E!e" NORTH PIPE ORGAN EVENT FIRST FLOOR PROPOSED PLAN 1/8" = 1'-0" STORAGE A II II I I I I I I I I 2'-2 1/2" 9'-4" 728 SF 2'-4 7/8" 10'-0" + + UNIT 1 834 SF -NEW CONCRETE RAMP AND LANDING --------------------------------- ---------------------------------- CHAIR LIF 60 SF CHAIR LIFT TO LOWER LEVEL UP, CIRCULATION i LEASING OFFICE 127 SF 688 SF o AMP SLOPE @ 1"/12" — - - — KEY FOB LOBBY 645 SF 9'-9 5/8" CHAIR LIFT FROM GRADE TO LEVEL 1 PARTIAL HT WALL HC ENTRANCE 606 SF KEY FOB 15'-0 1/8" 753 SF 15'-2 1/8" 882 SF 3'-7" 11-6" 10'-31 /2" CORRIDOR 15'-2 1/8" FENCED -IN PLAYGROUND AREA KEY FOB'D EA. SIDE FOR SEPERATE TENANTS GENERAL EXISTING FLOOR PLAN NOTES: 1. SHADED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2. ALL WALLS WITH SOUND BATT ATTENUATION BLANKETS ARE TO HAVE ACOUSTICAL SEALANT AT TOP AND BOTTOM. SEE WALL TYPES FOR ADDITIONAL REQUIREMENTS. 3. FACE OF NEW WALLS TO ALIGN WITH FACE OF EXISTING ADJACENT WALL, UNO. 4. WALL INFILL AT EXISTING WALLS SHALL BE SIZED TO MATCH EXISTING WALLS FACE OF NEW FINISH TO BE FLUSH WITH EXISTING FINISHED FACE ON EACH SIDE OF WALL. 5. SEE EXTERIOR AND INTERIOR ELEVATIONS FOR FURTHER CLARIFICATION OF MATERIALS / LOCATIONS / FINISHES. 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 IS 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, PIPES, SPRINKLER MAINS 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 WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL P 740 SF STUDIO 428 SF 15'-2 1/8" KEYNOTES DISCRIPTION METAL MESH SECURITY BARRIER / GAURDRAIL STAIRS r x STUDIO 528 SF x x x ' /x xx ir 15-6 1/8" I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN -OFF: DATE NAME (../) 4 PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyright 0 Page 73 of 459 UPDATE NOTES AS NEEDED C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:16:00 AM SHEET RESPONSIBILITY:INITIAL!! 4 NORTH MECH & STORAGE SECOND FLOOR PROPOSED PLAN 1/8" = 1'-0" 2'-4 7/8" t t G O I CIRCULATION 699 SF 2'-6"2'-4 7/8" t t LOUNGE 674 SF 2'-2 1/2" 9'-4" 607 SF CIRCULATION 105 SF STAIRS STORAGE CORRIDOR 749 SF 12'-6" 15'-0 1/8" 15'-2 1/8" 908 SF STUDIO 422 SF 731 SF GENERAL EXISTING FLOOR PLAN NOTES: 1. SHADED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2. ALL WALLS WITH SOUND BATT ATTENUATION BLANKETS ARE TO HAVE ACOUSTICAL SEALANT AT TOP AND BOTTOM. SEE WALL TYPES FOR ADDITIONAL REQUIREMENTS. 3. FACE OF NEW WALLS TO ALIGN WITH FACE OF EXISTING ADJACENT WALL, UNO. 4. WALL INFILL AT EXISTING WALLS SHALL BE SIZED TO MATCH EXISTING WALLS FACE OF NEW FINISH TO BE FLUSH WITH EXISTING FINISHED FACE ON EACH SIDE OF WALL. 5. SEE EXTERIOR AND INTERIOR ELEVATIONS FOR FURTHER CLARIFICATION OF MATERIALS / LOCATIONS / FINISHES. 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 IS 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, PIPES, SPRINKLER MAINS 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 WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION = = = DEMO WALL KEYNOTES DISCRIPTION ri ' oO' ooV oP M =in Mid i:=I:.I 'm= NM 6 �� UPS W A PO STUDIO 560 SF 15'-2 1/8" 15'-2 1/8" i 15'-6 1/8" cF; O O I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME N0 m o - - - - - - - - - - - - - PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyright 0 Page 74 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:16:02 AM SHEET RESPONSIBILITY:INITIAL!! ROOF PLAN 1 /8" = 1'-0" NORTH r' O O GENERAL ROOF PLAN NOTES: 1. SHADED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 2. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE OR TAPERED INSULATION CRICKET (SLOPED +/- 1/4" PER 12" UNLESS NOTED OTHERWISE). 3. INSTALL MANUFACTURER'S APPROVED ROOF WALKWAY PAD (36" x 36" MIN) AT TOP AND BASE OF ALL LADDERS ON ALL ROOF AREAS. 4. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 5. ROOF LADDERS ARE INDICATED WITH "RL#" NOTE SEE SHEET FOR ADDITIONAL INFORMATION. 6. -SLOPED ROOF- 7. 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. 8. ROOF TRUSSES DESIGN BUILD BY TRUSS MANUFACTURER. 9. OVERSIZED GUTTERS AND/OR DOWNSPOUTS SHOULD BE PROVIDED TO ELIMINATE ANY OVERFLOW OR BACKUP. ROOF KEYNOTES DISCRIPTION I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME N PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyright 0 Page 75 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:16:11 AM SHEET RESPONSIBILITY:INITIAL!! GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, WINDOW NUMBERS, 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. 7\ 7\ / / 7 n ,anon -====== .CC.I...C. CCn.CCn, .I.I.I.I.I.I .Iililililili r r r 7 Ci r.rrrrr.r.r.r.r..r..rinrrrrrr.rre 1111 CCCCCCCC .000CCCCCCCe� SOUTH ELEVATION 1/8" = 1'-0" i z i i '- 7 7 7 C 7 CWSS IIMINEMENEMENNIMMINNIMMINNMMENEMBIENNII NORTH ELEVATION 1 /8" = 1'-0" 111 I I I I I I I I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiY---------------- ---------------------- ----------------- ------- —� -- -===-: ==-'I BBBBBBBBBBBBBBBBBBE :III I I 1 B I I &B&BSIIIIIIE T.O. ROOF SLAB Obi 22'-8" SECOND FLOOR (1960 R) 11'-4" FIRST FLOOR (1960 R) 0'-0" PRIOR FIRST FLOOR ollik -2'-0" T.O. ROOF SLAB O 22' - 8" SECOND FLOOR (1961 R) Il 11'-4"u FIRST FLOOR (1960 R) 0'-0" PRIOR FIRST FLOOR O -2'-0" CHAPEL O -6' - 5 1 /2" GRADE O -8'-0" CHAPEL -6' - 5 1/2" GRADE ou -8'-0" I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME O rn m CD N PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyrigh 0 Page 76 of 459 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:16:20 AM SHEET RESPONSIBILITY:INITIAL!! ----------------------------WSSSSSSSSSSSSSSSSSSSSSSSSSS — i ZUWWW 11111111114 WEST - - PARTIAL 1/8" =1'-0" T.O. ROOFSLABn 22' - 8" SECOND FLOOR (1960 R) Il 11'-4" FIRST FLOOR (1960 I Il 0'-0" PRIOR FIRST FLOOR AU -2' - 0" GRADE -8' - 0" II I III 11 I I' WEST ELEVATION 1/8" =1'-0" EAST ELEVATION 1/8" = 1'-0" --------------------.I----- ===== / 111111111111111111111111111111111111111 11 11111111111111111111111111111111111111111111111111111111 II _______________=11111111111111111111111111111111111111 1111E =======�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 1111* r-- BEFFERME111111111111111111111111111111111111111 1111� ----Gi---Ai—A--iiT ----------------------_---- -- — as 1 YV�YYYYYY'J�'YYYYYYYYYYYY �YYYYYY' iIiu ���l ■IIIm_ak ---_ 111���1 _���■��illltlllllli —111��■I I!'!1,�- ii = s���■I•�1I1I■�1y �111��■I�a un i i. ---_a ����■I��YYY GENERAL ELEVATION NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WALL TYPES, WINDOW NUMBERS, 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. T.O. ROOF SLAB Il 22''-811 SECOND FLOOR (1960 ) Il 11'-4"u FIRST FLOOR (1960 R) 0'-0" PRIOR FIRST FLOOR Il -2''-011 CHAPEL Il -6 - 51 /2 GRADE O -8'-0" T.O. ROOF SLAB I1 22' - 8" SECOND FLOOR (1960RO 11' - 4" FIRST FLOOR 1960 R 0'-0" PRIOR FIRST FLOOR I1 -2'-0" CHAPEL -6' - 5 1/2" GRADE Au -8'-0" I NVISION PLANNING 900 Des 515.633.2941 515.633.2942 www.invisionarch.com CONSULTANT: REVISIONS: I ARCHITECTURE Mulberry Moines, Description Iowa I INTERIORS Street Fax 50309 Date No. OWNER SIGN DATE -OFF: NAME m -o-I y O � Z � � � m N.)_ ° '� z ST. JOHNS CHURCH & SCHOOL REHABILITATION �7m O O rn 't7 O r rn N m � - PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Copyrigh 0 Page 77 of 459 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Applicant's name — Business Name if pplicable (please print): 'Sa. «La,f CSLL.,Ik. Idol C.1S GLC Address:1'7a4 - i72R l !4eery to Phone: 3off - 561,1-?3,x3 Fax: /u/A City: 1JoL4-' 00 State: z4 Zip: 50703 Email: ref/ash. yemel e.444.40.-/. c. i b. Status of applicant: (a))"Orer .� (b) Other (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): 754.4.e. Address: 02 3 7 r/bspt- Ave, Phone: 5,‘,2_ Fax: Ai/del City: tkAtr1oD State: 1-4 Zip: 56 70'7j Email: 1..„ ...Q. 2. PROPERTY INFORMATION: a. General location of property to be rezoned: 10 (jAiber%er,eg, ` 6hwrGGt/5 w i 4 Gou4 C1n 0 r►we� 5f. k,�'S CIu it c- b. Legal description of property to be rezoned: lee- %�,1�� c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): d. Area of Proposed Zoning Boundary (Excluding Right of Way): jj e. Current zoning: P'a1 Act 4- 1 etb t i. f y j�tij. Requested zoning: R-1, , rii4„, �C +Qcy, kum r f. Reason(s) for rezoning and proposed us(s) of property: 91,,,,; ( ^{44- f ¢� 4._ ('p1to�t¢.t� r'nt0 I't,i c ( 1,1 J fh cb .4t.drel4( ,t7 q-4 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 + $1O 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, 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 of Owner Date Page 78 of 459 Page 2 of 2 (1721 — 1729 Mulberry St., Waterloo) Exhibit "A" The Easterly 30 feet of the Southerly 120 feet of Lot No. 1 in Block No. 4; Lot 7, except the North 51 feet of the East 95 feet thereof, and Lot 8, except that part thereof contained in the parcel depicted in Plat of Survey. Doe. #2014-18424; all in Block 4 in Zollinger's Addition to Waterloo, Iowa. AND Lots 1, 2 and 3 in Block 5 in Alford's Addition to the City of Waterloo, Iowa. AND Lot 1 in Auditor's Plat number 8, Waterloo, Iowa, except that part thereof contained in the parcel depicted in Plat of Survey Doc. #2014-18424. AND Lot 13 through 26, inclusive in Auditor's Plat number 8, Waterloo, Iowa, except those parts thereof conveyed to the State of Iowa in 281 TLD 461. AND Beginning at the Northwest corner of Lot 15 in Auditor's Plat number 8, Waterloo, Iowa; thence West along the South line of Mulberry Street, a distance of 50 feet to the Northeast corner of Lot 14 of said addition; thence South a distance of 368.6 feet to the Southeast corner of Lot 22 of said addition; thence East a distance of 50 feet to the Southwest corner of Lot 21 of said addition; thence North a distance of 367.9 feet to the point of beginning. Page 79 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution setting the date of public hearing as July 1, 2024, to approve the request by Ryan Companies for a Site Plan Amendment to construct a 223,148.23 square foot office/warehouse in the "M-2,P" Planned Industrial District located east of 3280 Newell Street, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Staff recommends that the request by Ryan Companies for a Site Plan Amendment to construct a 223,148.23 square foot office/warehouse in the "M-2,P" Planned Industrial District located east of 3280 Newell Street, be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area, as there is already a large amount of truck traffic in the area. 2. The request would not appear to have a negative impact upon the surrounding area and would be compatible with surrounding development. And subject to the following conditions(s): 1. That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting a site plan amendment in order to construct a 719.83' by 310' (223,148.23 square foot) building for office and warehouse space in the "M-2,P" Planned Industrial District on a 24.54 acre parcel. The proposed building will have a height of 40'. The facade will be constructed out of precast walls that will be painted charcoal gray with blue and light gray accent paint. The design of the building will be compatible with the surrounding industrial uses. The Zoning Ordinance requires one parking space for each two persons regularly employed on the premises. The site will have 2 shifts with 25 employees each. Therefore, 13 parking stalls are required. The site plan shows 88 stalls in total, including four ADA stalls. Therefore, the parking stall requirement of 13 spaces is exceeded. The applicant has submitted a landscape plan for the site. All the landscape requirements have been met and exceeded for the site, including the overall points, the vehicular use area points, the street tree points, and the tree planting points. The Technical Review Committee noted there is a difference in the floodway area the site plan shows and what the new maps adopted on May 8, 2024 show. Weliver stated there is good access to the building, and they are showing it sprinkled and alarmed. The Planning, Programming, and Zoning Commission will review the request at their regular meeting Page 80 of 459 on June 11, 2024. NEIGHBORHOOD IMPACT The request would not have a negative impact on the surrounding area, as the area is composed of similar warehouses and industrial uses, such as John Deere, Tyson Fresh Meats, and Ferguson Distribution Center. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area, as there is already a large amount of truck traffic in the area. The site will be accessed by Newell Street which is classified as an arterial street. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION West half of the Northeast Quarter of section 21, Township 89 North, Range 12 West of the 5th P.M., Black Hawk County, Iowa And the East half of the Northwest Quarter of section 21, Township 89 North, Range 12 West of the 5th P.M. Black Hawk County, Iowa. ATTACHMENTS 1. Council Packet Page 81 of 459 June 11, 2024 REQUEST: APPLICANT: GENERAL DESCRIPTION: SURROUNDING LAND USES AND IMPACT ON NEIGHBORHOOD: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS/ SCREENING/ LANDSCAPING REQUIRED: DRAINAGE: DEVELOPMENT HISTORY: Request by Ryan Companies for a Site Plan Amendment to construct a 223,148.23 square foot office/warehouse in the "M- 2,P" Planned Industrial District located east of 3280 Newell Street. Ryan Companies, 533 S 3rd Street, Minneapolis, MN 55415 The applicant is requesting to construct a 719.83' by 310' (223,148.23 square foot) building for office and warehouse space east of 3280 Newell Street. The request would not have a negative impact on the surrounding area, as the area is composed of similar warehouse and industrial uses, such as John Deere, Tyson Fresh Meats, and Ferguson Distribution Center. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area, as there is already a large amount of truck traffic in the area. The site will be accessed by Newell Street which is classified as an arterial street. There are no sidewalks proposed for the development or in the nearby vicinity as the area is composed of heavy industrial uses. The site in question is zoned "M-2,P" Planned Industrial District and has been zoned as such since it was rezoned from "A-1" Agricultural District on February 10, 1988. The surrounding properties zoning and uses are as follows: North: John Deere, zoned "M-2,P" Planned Industrial District. East: Warren Transport, zoned "M-2,P" Planned Industrial District. South: Iowa Northern Railroad and Tyson Fresh Meats, zoned "M-2,P" Planned Industrial District. West: Vacant land, zoned "M-2,P" Planned Industrial District. No screening is required for this request. The proposed request requires storm water management, and the site plan shows one large retention basin to the west of the proposed building. The industrial development in the area was built between 1979 and 2004. SPA— 3280 Newell St Page 1 of 4 Page 82 of 459 June 11, 2024 Picture 1: Area of Site Plan Amendment looking from Newell Street. Picture 2: Looking west along Newell Street with area of site plan amendment to the left. SPA— 3280 Newell St Page 2 of 4 Page 83 of 459 June 11, 2024 Picture 3: Looking southeast from Newell Street to the west of the site plan area toward Tyson. FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: A portion of the property in question is located within Zone AE, 100-year floodplain, and the floodway which are special flood hazard areas as indicated by the 2024 Federal Insurance Administration's Flood Insurance Rate Map. The proposed building is not located within either special flood hazard area. There are no schools or parks within the nearby vicinity of the site in question. All utilities serve the site in question. The Future Land Use Map designates this area as Industrial as identified by the City's Comprehensive Plan approved on August 21, 2023. The proposed land use is in conformance with the Future Land Use Map for this area. The site plan amendment area is located within the Primary Growth Area. The applicant is requesting a site plan amendment in order to construct a 719.83' by 310' (223,148.23 square foot) building for office and warehouse space in the "M-2,P" Planned Industrial District on a 24.54 acre parcel. The proposed building will have a height of 40'. The facade will be constructed out of precast walls that will be painted charcoal grey with blue and light gray accent paint. The design SPA— 3280 Newell St Page 3 of 4 Page 84 of 459 June 11, 2024 STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: of the building will be compatible with the surrounding industrial uses. The Zoning Ordinance requires one parking space for each two persons regularly employed on the premises. The site will have 2 shifts with 25 employees each. Therefore, 13 parking stalls are required. The site plan shows 88 stalls in total including four ADA stalls. Therefore, the parking stall requirement of 13 spaces is exceeded. The applicant has submitted a landscape plan for the site. All the landscape requirements have been met and exceeded for the site, including the overall points, the vehicular use area points, the street tree points, and the tree plantings points. The Technical Review Committee noted there is a difference in the floodway area the site plan shows and what the new maps adopted on May 8, 2024 show. Weliver stated there is good access to the building and they are showing it sprinkled and alarmed. The area is not being subdivided. Therefore, staff recommends that the request by Ryan Companies for a Site Plan Amendment to construct a 223,148.23 square foot office/warehouse in the "M-2,P" Planned Industrial District located east of 3280 Newell Street, be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area, as there is already a large amount of truck traffic in the area. 2. The request would not appear to have a negative impact upon the surrounding area and would be compatible with surrounding development. And subject to the following conditions(s): 1. That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. SPA— 3280 Newell St Page 4 of 4 Page 85 of 459 City of Waterloo Planning, Programming and Zoning Commission June 11, 2024 328o Newell Street Site Plan Amendment Ryan Companies n----' oc,.tA el City of Waterloo Planning, Programming and Zoning Commission June i1, 2024 NEWELLST 3280 Newell Street John Deere NEW ST NEWELL ST NEWELL ST NEWELL ST NEWELL ST, NEWELL ST NEWELL S Location of Site Plan Amendment J 328o Newell Street Site Plan Amendment Ryan Companies Pnnr 97 of glzwrik P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C000 COVER SHEET.dwg WATERLOO WAREHOUSE CRANE CREEK RD AIRLINE HWY E DONALD ST E RAYMOND RD N MOLINE RD SAGE RD SCHENK RD DONALD ST E PROJECT LOCATION 0 1 w w NEWELL ST � Z I Z p o 0 >- opippppp• / _ \ \ /. - I 0 ►� CITY OF WATERLOO 0 < N. 44s N \. ncArzP Rn VICINITY MAP NTS PROPERTY OWNER RYAN COMPANITES, INC. ATTN: AARON BUNGE 533 SOUTH 3RD STREET, SUITE 100 MINNEAPOLIS, MN 55415 ENGINEER SHIVE-HATTERY, INC. ATTN: MICHAEL HOOTMAN 4125 WESTOWN PKWY WEST DES MOINES, IA 50266 EMAIL: MHOOTMAN@SHIVE-HATTERY.COM PHONE: 515-223-8104 ARCHITECT RYAN COMPANIES, INC. ATTN: ADRIAN TEJADA 533 SOUTH 3RD STREET, SUITE 100 MINNEAPOLIS, MN 55415 EMAIL: ADRIAN.TEJADA@RYANCOMPANIES.COM PHONE: 858-812-7910 Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C001 GENERAL NOTES CD01 EXISTING CONDITIONS AND DEMOLITION PLAN CD02 EXISTING CONDITIONS AND DEMOLITION PLAN C101 OVERALL SITE PLAN C102 SITE PLAN C103 SITE PLAN C201 GRADING PLAN C202 GRADING PLAN C203 GRADING PLAN C251 E&SC PLAN - PRE -DURING - CONSTRUCTION C252 E&SC PLAN - PRE -DURING - CONSTRUCTION C253 E&SC PLAN - POST - CONSTRUCTION C254 E&SC PLAN - POST - CONSTRUCTION C301 UTILITY PLAN C302 UTILITY PLAN C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS L001 LANDSCAPE TITLE SHEET L100 OVERALL SITE LANDSCAPE REFERENCE PLAN L400 OVERALL SITE LANDSCAPE TREE PLANTING PLAN L401 LANDSCAPE PLANTING DETAIL L500 LANDSCAPE DETAILS PARKING SUMMARY NORTH LOCATION MAP 1" = 300' REQUIRED PEDESTRIAN VEHICLE PARKING PROPOSED WAREHOUSE 1 SPACE / 30,000 SF GFA OF WAREHOUSE 1 SPACE / 500 SF GFA OF OFFICE SPACE TOTAL PARKING REQUIRED BY CITY TOTAL PARKING DESIRED BY TENANT ACCESSIBLE PARKING REQUIRED ACCESSIBLE PARKING TOTAL NUMBER OF SPACES 76 to 100 PROVIDED ACCESSIBLE PARKING TOTAL PARKING PROVIDED (EXCLUDING MOTORCYCLE SPACES AND INCLUDING ADA SPACES) ZONING & BULK REGULATIONS 219,462 SF = 8 SPACES 5,952 SF = 12 SPACES = 20 SPACES = 84 SPACES = 4 SPACES = 4 SPACES (4 VAN ACCESSIBLE) = 88 SPACES M-2 - PLANNED INDUSTRIAL DISTRICT CIVIL ENGINEER I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. Signature: Date Printed or typed name: MICHAEL J. HOOTMAN License Number: 28256 My License Renewal Date is: DECEMBER 31, 2024 PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL: C-SHEETS RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY BDD MJH JOB NO. DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL COVER SHEET C000 Page 88 of 459 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C001 GENERAL NOTES.dwg GENERAL NOTES: 1. CONSTRUCTION NOT SPECIFICALLY DETAILED OR SPECIFIED WITHIN THE PLANS OR PROJECT SPECIFICATIONS SHALL CONFORM TO THE CITY OF WATERLOO IOWA'S SUPPLEMENTAL SPECIFICATION TO SUDAS AND THE MOST RECENT EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 2. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THE DRAWINGS ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THIS DRAWING. THE UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION. 4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE -CALL BY CALLING 811 OR 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. 5. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 6. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE. 7. PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 8. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 9. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES. 10. ALL OPEN EXCAVATIONS SHALL BE PROTECTED. 11. REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA. 12. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. 13. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY SHIVE-HATTERY, INC. AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF SHIVE-HATTERY, INC., WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 14. ALL DIMENSIONS TO BACK -OF -CURB UNLESS NOTED OTHERWISE. 15. NO PONDING OF WATER WILL BE ACCEPTED ON ANY NEW PAVEMENT OR OVERLAY AREAS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTS THAT HAVE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN ACROSS THE PAVING OR OVERLAY. 16. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER. 17. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION, AND DUST POLLUTION ON THE PROJECT SITE AND ANY OFF SITE BORROW OR DISPOSAL AREAS USED FOR THIS PROJECT. COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS OF IOWA CODE, FEDERAL REGULATIONS, AND LOCAL ORDINANCES. 18. CONTRACTOR SHALL NOT DISTURB VEGETATION OUTSIDE GRADING LIMITS. CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN GRADING LIMITS TO THAT NECESSARY TO ACHIEVE PROPOSED GRADES AS SHOWN. 19. ALL AREAS DISTURBED BY CONSTRUCTION, NOT DESIGNATED AS PLANTED, SHALL BE RESTORED AND COORDINATED WITH THE LANDSCAPE ARCHITECT. 20. CONTRACTOR TO PROVIDE TRAFFIC CONTROL ACCORDING TO MUTCD STANDARDS AND COORDINATE WITH THE CITY OF WATERLOO FOR ANY AND ALL PERMITTING RELATED TO TRAFFIC CONTROL IN THE PUBLIC R.O.W. 21. NOTIFY UTILITY COMPANIES WHO HAVE FACILITIES THAT ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION. 22. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. 23. CONTRACTOR TO COORDINATE ANY GRADE ADJUSTMENTS WITH THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 24. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED IN THE PROJECT. 25. ALL EXISTING UTILITY STRUCTURES SHALL BE ADJUSTED TO FINAL FINISH GRADES. 26. SIGNING, STRIPING, OR OTHER TRAFFIC CONTROL DEVICES ON THE DRIVEWAY APPROACHES TO PUBLIC STREETS SHOULD CONFORM TO THE (MUTCD) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FEDERAL HIGHWAY ADMINISTRATION, 2009 EDITION). WATER AND FIRE PROTECTION CONSTRUCTION NOTES: 1. CONSTRUCTION NOT SPECIFICALLY DETAILED OR SPECIFIED WITHIN THE PLANS OR PROJECT SPECIFICATIONS SHALL CONFORM TO THE LATEST EDITION OF SUDAS FOR WATER MAIN CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 3. WATER MAIN AND FIRE PROTECTION TO BE INSTALLED WITH A MINIMUM COVER OF 5.5' FEET DEEP OR LOWER TO ACCOMMODATE UTILITY CROSSINGS. 4. CONTACT FIRE DEPARTMENT OF ANY CHANGES THAT AFFECT FIRE/EMERGENCY ACCESS TO SITE, BUILDING, FDC'S, PIV'S, HYDRANTS, AND FRONT DOORS. 5. WATERMAIN FROM THE EXISTING WATERMAIN TO THE METER PIT SHALL BE CLASS 52 DIP. ALL PIPING FROM THE METER PIT TO AND AROUND THE BUILDING SHALL BE PVC C900. 6. ALL EXISTING AND PROPOSED HYDRANTS AND VALVES SHALL BE ADJUSTED TO FINAL GRADES. 7. WATER MAIN CROSSINGS WITH STORM SEWER AND/OR SANITARY SEWER SHALL FOLLOW SUDAS REQUIREMENTS AND PROVIDE WATERTIGHT JOINTS WHERE APPLICABLE. 8. WHERE THE STORM SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN: 8.1. CONSTRUCT WATER MAIN OF DUCTILE IRON PIPE WITH GASKETS IMPERMEABLE TO HYDROCARBONS, OR 8.2. CONSTRUCT WATER MAIN WITHIN WATERTIGHT CASING PIPE EVENLY SPACED ANNULAR GAP AND WATERTIGHT END SEALS, OR 8.3. LOCATED ONE FULL LENGTH OF SEWER PIPE OF WATER MAIN MATERIAL SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN. BACKFILL WITH LOW PERMEABILITY SOILS WITHIN 10' OF CROSSING, OR 8.4. REINFORCED CONCRETE PIPE (RCP) WITH FLEXIBLE 0-RING GASKET JOINTS SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN. BACKFILL WITH LOW PERMEABILITY SOILS WITHIN 10' OF CROSSING. 9. WHERE THE SANITARY SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN, LOCATE ONE FULL LENGTH OF SEWER PIPE OF WATER MAIN MATERIAL SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN. BACKFILL WITH LOW PERMEABILITY SOILS WITHIN 10' OF CROSSING. 10. ALL CROSSINGS BETWEEN FIRE PROTECTION AND WATER MAIN TO HAVE 12" OF CLEARANCE. GRADING AND EROSION CONTROL NOTES: 1. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 2. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL. 3. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 4. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 5. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 6. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 7. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 8. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 9. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 10. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, WATTLES, INLET PROTECTION, ETC.) TO PREVENT EROSION. 12. ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH A FILTER SACK. SEE DETAIL. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES. 14. OWNER SHALL ASSUME RESPONSIBILITY FOR ALL EROSION CONTROL UNTIL DELEGATED TO CONTRACTOR ONCE THE PROJECT CONSTRUCTION STARTS. 15. A SWPPP WILL BE PREPARED AND WILL BE MADE AVAILABLE TO THE CONTRACTOR AND SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. STORM SEWER CONSTRUCTION NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 2. ALL STORM SEWER 15" AND LARGER TO BE CLASS III RCP. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL STORM FLOW ONSITE UNTIL NEW SYSTEM IS INSTALLED. 4. RCP STORM SEWER PIPING TO HAVE WRAPPED JOINTS. 5. ALL HDPE PIPE SHALL BE DUAL -WALLED. 6. CONTRACTOR TO MODIFY EXISTING INVERTS TO ACCOMMODATE NEW PIPE CONNECTIONS. 7. ALL HDPE BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS. 8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STORM SEWER WITHIN THE PROJECT AREA AT THE COMPLETION OF THE PROJECT. 9. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND REBUILDING STORM STRUCTURES AS NECESSARY TO MATCH FINAL GRADES. 10. IN GENERAL, SITE STORM SEWER CONNECTIONS TO ROOF DRAINS ARE SHOWN TO BE ONE SIZE LARGER THAN WHAT IS SHOWN ON THE PLUMBING PLAN. CONTRACTOR TO USE A SUDAS APPROVED CONNECTION FOR CONNECTING DISSIMILAR PIPE SIZES. 11. REDUCERS ARE TO BE USED AS NEEDED WHEN CONNECTING DISSIMILAR SIZED PIPES. 12. WHERE THE STORM SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN, LOCATED ONE FULL LENGTH OF SEWER PIPE OF WATER MAIN MATERIAL OR REINFORCED CONCRETE PIPE (RCP) WITH FLEXIBLE 0-RING GASKET JOINTS SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN. BACKFILL WITH LOW PERMEABILITY SOILS WITHIN 10' OF CROSSING. SANITARY SEWER CONSTRUCTION NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 2. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND REBUILDING MANHOLES AS NECESSARY TO MATCH FINAL GRADES. CHIMNEY SEALS SHALL BE EXTERNAL. 3. WHERE THE SANITARY SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN, LOCATE ONE FULL LENGTH OF SEWER PIPE OF WATER MAIN MATERIAL SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN. BACKFILL WITH LOW PERMEABILITY SOILS WITHIN 10' OF CROSSING. SPECIFICATIONS - SITE WORK THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS), AND WATERLOO SUPPLEMENTAL SPECIFICATIONS, SHALL APPLY TO ALL SITE WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. A. CONCRETE PAVING: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO IOWA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTIONS 2301.01 THROUGH 2301.03 AND MATERIALS I.M. 529 FOR AIR -ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT. M-MIX CAN BE USED WITH APPROVAL OF ENGINEER. COARSE AGGREGATE DURABILITY SHALL BE CLASS II COMPRESSIVE STRENGTH 2800 PSI @ 7 DAYS AND 4500 PSI @ 28 DAYS SLUMP: 5" ± 1" AIR CONTENT: 6.0% ± 1.5% WATER/CEMENTITIOUS RATIO: 0.45 TESTING - ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR ONE PER DAY IF LESS THAN 100 CY FROM SAME READY MIX PLANT. TESTING TO BE COMPLETED BY AN INDEPENDENT TESTING LABORATORY AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK. SUBMIT ALL REPORTS TO THE ENGINEER. SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED, OR WITHIN 30 MINUTES OF PLACEMENT. PROVIDE OWNERS REPRESENTATIVE WITH CONCRETE MIX DESIGN FOR APPROVAL. B. SITE EARTHWORK: REFER TO STRUCTURAL EXCAVATION AND BACKFILL REQUIREMENTS FOR ALL EARTHWORK ASSOCIATED WITH BUILDING AND FOUNDATIONS. COMPLETE SITE EARTHWORK AND TRENCHING ACCORDING TO SUDAS REQUIREMENTS UNLESS OTHERWISE SPECIFIED. CONSTRUCT TO ELEVATIONS SHOWN. SCARIFY A MINIMUM OF EIGHT (8") INCHES OF MATERIAL UNDER THE PROPOSED PAVEMENT, CHEMICALLY STABILIZE, AND RECOMPACT TO 95 PERCENT DENSITY, ASTM D698 (STANDARD PROCTOR). SCARIFY A MINIMUM OF SIX (6") INCHES OF MATERIAL IN AREAS TO RECEIVE FILL AND RECOMPACT TO 90 PERCENT DENSITY, ASTM D698 (STANDARD PROCTOR). PROVIDE WATER AS NEEDED TO OBTAIN OPTIMUM MOISTURE CONTENT (- 1 TO + 4%) OR MOISTURE CONTENT DIRECTED BY GEOTECHNICAL ENGINEER FOR ALL COMPACTION. FILL MATERIAL SHALL BE FREE FROM STICKS, ROOTS, DEBRIS, AND ORGANIC MATTER. EXCESS SOIL AND GRANULAR MATERIAL SHALL BE HAULED OFFSITE. PROOF ROLL EXPOSED SUBGRADES WITH HEAVY CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF ANY NEW FILL, OR COMPACT EXPOSED SUBGRADE BY A MINIMUM OF FOUR COMPLETE PASSES WITH A PLATE -TYPE VIBRATORY COMPACTOR WITH A MINIMUM FORCE RATING OF 3,500 POUNDS. PROVIDE COMPACTION TESTS FOR AREAS UNDER PAVING AND MAKE ONE TEST PER 5,000 SQUARE FEET. TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK. C. TRAFFIC AND PEDESTRIAN CONTROL: PROVIDE BARRICADES, FENCING, AND OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL FROM PROJECT SITE. PROVIDE OWNERS REPRESENTATIVE WITH A CONSTRUCTION STAGING PLAN SHOWING CONSTRUCTION SEQUENCING, STAGING AREAS, AND ALL ACCESS ROUTES. KEEP INTERFERENCE WITH TRAFFIC TO A MINIMUM. DO NOT BLOCK EXISTING SITE ROADWAYS OR DRIVEWAYS. ALL VEHICULAR AND PEDESTRIAN CONTROL SIGNAGE SHALL CONFORM TO THE STANDARDS IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION AND WATERLOO STANDARD SPECIFICATIONS. D. PAVEMENT JOINTING: PROVIDE IDOT 'TYPE RD' AND 'TYPE BT' JOINTS TO TIE INTO EXISTING PAVING AND BETWEEN POURS. PROVIDE IDOT 'TYPE CD' JOINTS AT MAXIMUM SPACING OF 15 FEET. MATCH ALL EXISTING JOINTS. SEAL ALL JOINTS. E. SEALANTS: JOINT SEALERS: DOW 888 BY DOW CORNING F. STORM WATER POLLUTION PREVENTION PLAN (SWPPP): THE DISTURBED AREA FOR FOR THIS PROJECT IS GREATER THAN ONE (1) ACRE, THEREFORE A SWPPP IS REQUIRED FOR STORMWATER DISCHARGE. CONTRACTOR TO INSTALL STORMWATER CONTROLS AND ADDITIONAL CONTROLS AS SHOWN IN PLANS AND IN THE SWPPP. G. SEEDING/SODDING: SEEDED OR SODDED AREAS SHALL INCLUDE ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE NOTED. REFER TO LANDSCAPE PLANS. H. TOPSOIL: STRIP, STOCKPILE, AND RESPREAD TOPSOIL IN ALL AREAS TO BE SEEDED. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6 INCHES, AFTER NATURAL SETTLEMENT, AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES, AND ELEVATIONS. LEGEND GENERAL SITE PLAN MARK DESCRIPTION PROPOSED BUILDING Qi GUARD POST/ BOLLARD HANDICAPPED PARKING 0/ SHRUB 0 DECIDUOUS TREE 0 CONIFEROUS TREE SINGLE POLE SIGN -o- DOUBLE POLE SIGN -0-o- CHAIN LINK FENCE 0 TREE LINE 621 EXISTING MINOR CONTOUR - - -620 - - - EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR 621 PROPOSED MAJOR CONTOUR 620 LEGEND GENERAL SITE DESIGN PLAN MARK DESCRIPTION o° co`L4j SPOT ELEVATION 'C'(?) TOP OF CURB AND GUTTER ELEVATION 2% SLOPE ARROW _f\j_.._ FLOW ARROW TRAFFIC FLOW SILT FENCE M M PROJECTS LIMITS LEFT -TURN ARROW RIGHT -TURN ARROW THRU ARROW LEGEND UTILITIES PLAN MARK DESCRIPTION Off UTILITY POLE W/TRANSFORMER r) FIRE HYDRANT < FLARED END SECTION [ UTILITY END CAP N VALVE CABLE TV PEDESTAL C 0 CLEANOUT dIV POST INDICATOR VALVE OMH MANHOLE OD EXISTING STORM MANHOLE EXISTING SANITARY MANHOLE OT TELEPHONE MANHOLE TELEPHONE PEDESTAL T VAULT BOX V HANDHOLE HH SIGNAL BOX S GAS METER G ELECTRIC METER E LIGHT POLE XTRANSFORMER WATER METER W EXISTING CURB INLET i7un e EXISTING INTAKE - CIRCLE PROPOSED CURB INLET - - - - @ PROPOSED STORM MANHOLE O PROPOSED SANITARY MANHOLE LEGEND SURVEY PLAN MARK DESCRIPTION ABM 1�J4 BENCH MARK • IRON ROD - FOUND O IRON ROD - SET MONUMENT FOUND 0 X CUT FOUND LEGEND UTILITY LINES EXISTING LINE TYPE DESCRIPTION PROPOSED LINE TYPE ELECTRIC - OVERHEAD OE- OE ELECTRIC -UNDERGROUND r E GAS MAIN G G WATER MAIN W W FIRE PROTECTION MAIN F-P SANITARY SEWER ) > STORM SEWER > TELEPHONE - OVERHEAD OT TELEPHONE - UNDERGROUND T CABLE LINE - OVERHEAD OC -C, - - CABLE LINE - UNDERGROUND C FIBER OPTICS - - - -FO- - - RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY BDD MJH JOB NO. 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CONTRACTOR TO FIELD \ VERIFY LOCATION AND ELEVATION. \ 11 II 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I I / I I I I I 1 / I / / / / i / I 11 1\ / / 1 I \ \ \ \ 1 1 \ \ \ \ \ 11 \ \ PROPERTY LINE (TYP) / 100-YEAR FLOOD PLAIN (TYP) \ \ \ \ \ \ \ \ \ \ \ \ \ / / / \ \ \ \ \ \ \ \ \ \ \ \ \ PROTECT EXISTING FIBER OPTIC LINES (TYP) A7 Fn ir�r i �� �� �� �� �� II --- I -II -II -I &III — — — — — — — — — — \ \ \ 36" SAN (PER MAPPING); PROTECT EXISTING OVERHEAD ELECTRIC POLES (TYP) / — / \ \ \ \ NIN \ / - - - - - - - J \ck - PROTECT EXISTING OVERHEAD / ELECTRIC POLES (TYP) SANITARY MANHOLE ADJUSTMENT - SEE UTILITY PLAN zz LU F OE —_/ OE -MEDIACOM (PER MAPPING) PROTECT EXISTING _ PAVEMENT OE OE ct- BURIED SANITARY MANHOLE ADJUSTMENT - SEE UTILITY PROTECT EXISTING SHEETS. CONTRACTOR TO FIELD SANITARY (TYP) VERIFY LOCATION AND ELEVATION. FO PROTECT EXISTING STREAM AND WETLAND (TYP). MAINTAIN A MINIMUM OF 10' FROM DELINEATED WETLAND AREA. REMOVE AND DISPOSE OF EXISTING CULVERT 0 15 NORTH 30 60 SCALE IN FEET RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS ARCHITECTURE+ENGINEERING KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY BDD MJH JOB NO. DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL iCe z 8 EXISTING CONDITIONS AND DEMOLITION PLAN CD01 Page 90 of 459 z w z W P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\CD01 DEMOLITION PLAN.dwg I I II I I I I II / I / 1 / I I II I II I II / II / II / II / II II / / II I II /1 I II I II I II I 1 I 1 I 1 I 1 / 100-YEAR FLOOD PLAIN (TYP) PROTECT EXISTING STREAM AND WETLAND (TYP). MAINTAIN A MINIMUM OF 10' FROM DELINEATED WETLAND AREA. PROTECT EXISTING SANITARY (TYP) PROPERTY LINE (TYP) PROTECT IXISTING TREELINE (TYP) PROPERTY LINE (TYP) PROTECT EXISTING RAILROAD ROW (TYP) NORTH SCALE IN FEET RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. ISSUE # A CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD DATE 05/20/2024 DESCRIPTION CITY SUBMITTAL EXISTING CONDITIONS AND DEMOLITION PLAN CD02 Page 91 of 459 1 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C101 SITE PLAN.dwg 2 2110 0♦010.°4-C"'*°°� =LUMEN L 5E - 6" MIDAMERICAN GAS (PER MAPPING)- -G- —6" MIDAMERICAN GAS (PER MAPPING) - = LUMEN=F vL-MEDIACOM (PER MAPPING)=1 - LUMEN — NjUE - W -16" WAT (PER MAPPING)- - LUMEN— -I U- LUMEN ( 18" SAN (PER MAPPING)-( 36" SAN (PER M PING) G ( 36" SAN (PER MAP =LUMEN-MEDIACOM (PER MAPPING)= _ FUTURE BUILDING EXPANSION 020" 020" G 6" MIDAMERICAN GAS (PER MAPPING)- - 2 U :LUMEN: _ = UE -16"WAT • - - LUMEN- - F n=n-n-n-n-n-n=n-n-n-n-n-n-n-n-n-n-n=n=n=n=ir—u=u=u=u=u=u=u=u=u=u=i�=lir=u=u—u—n—u—��—��—��— u u u u u u u-u-u-u-u-u-u-u-iru-n-tr-II-II-Ilcllcllcllcllcllcllcllcllcllcllcllcllcll-ll-ll-11-ll-11=ll=l 36" SAN (PER MAPP G 20' PUBLIC SANITARY EASEMENT =MEDIACOM (PER M .G PPING): LgMEN� 11 n n uu„n„u; II; II— I,— II — II — II II- IITII-11TUTuuuu II II-11 11 uu uu uu uu uu nii 11 SEE SHEET C102 6" MIDAMERICAN GAS (PER MAPPING) - - G - E F® MEDIACOM (PER MAPPINGS SEE SHEET C101 -16" WAT- - LUMEN 16" WAT W ( Qs 0 25 50 SCALE IN FEET RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL OVERALL SITE PLAN 00 C101 Page 92 of 459 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C101 SITE PLAN.dwg DIMENSIONS ARE MEASURED FROM BACK OF CURB UNLESS OTHERWISE NOTED OE OE 0 OE 1 LEGEND GENERAL SITE PLAN MARK DESCRIPTION —LIGHT DUTY HMA PAVING HEAVY DUTY HMA PAVING HEAVY DUTY PCC PAVING PCC SIDEWALK PAVING ti —( PCC CURB AND GUTTER STOOP (REFER TO STRUCTURAL) • ' 1 1 1 1 1 I I E _ OE 11 TONS CLASS "D" RIP RAP 25 TONS CLASS "D" RIP RAP 6" PCC CURB AND GUTTER HEAVY DUTY PCC PAVING FOR DOLLY PAD (TYP) HEAVY DUTY HMA PAVING KNOX BOX LOCATION LOV OE OE OE OE OE CP2 20" 20" OE OE R=300' (T 38' 10' (TYP) JTYPI 60.5' (TYP) WHITE STOP BAR 4" WIDE WHITE PAVEMENT MARKING, TYP. AUTOMATIC /— SLIDE GATE 6" PCC CURB AND GUTTER 1- HEAVY DUTY HMA PAVING (TYP) x 28' x 5" PCC PATIO 4 2.5' HEAVY DUTY PCC-7" PAVING (TYP) 75' (TYP) 65' ' /7/4'2 65' 0 (TYP) 1 60' (TYP) HEAVY DUTY PCC PAVING FOR DOLLY PAD (TYP). 4" PAINT —\ STRIPING, TYP. /7 4 at. ° a • DRIVE IN DOOR (AT DOCK HEIGHT) HEAVY DUTY PCC PAVEMENT (TYP) STRUCTURAL STOOP. SEE STRUCURAL PLANS FOR DETAILS (TYP) I'I (2) ADA ACCESSIBLE STALL SIGNAGE PAINTED ADA PARKING SYMBOL (TYP) PCC CURB AND SIDEWALK (TYP) (2) ADA ACCESSIBLE STALL SIGNAGE TRANSFORMER PAD WITH 3' WIDE GRANULAR PERIMETER PCC CURB AND SIDEWALK (TYP) 1n in A 0 4 24' 12' 24' 19.5' 19' Ad • a 24' 19.5' 0 19' 4 4 Al 4 4 24' 19.5 • R1-1 (36") STOP SIGN WHITE STOP BAR WHITE CURVED TRAFFIC ARROW, TYP. 4" WIDE WHITE PAVEMENT MARKING, TYP. 6" PCC CURB AND GUTTER LIGHT DUTY HMA PAVING (TYP) `A44 1 12' 19' 19.5' 10 MANUAL GATE SMOKERS AREA GENERATOR PAD 0 15 n NORTH 30 60 RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE—I—IATTE—RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY BDD MJH JOB NO. DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL SITE PLAN C102 SCALE IN FEET Page 93 of 459 DIMENSIONS ARE MEASURED FROM BACK OF CURB UNLESS OTHERWISE NOTED P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C101 SITE PLAN.dwg LEGEND GENERAL SITE PLAN MARK DESCRIPTION LIGHT DUTY HMA PAVING HEAVY DUTY HMA PAVING DUTY PCC PAVING LHEAVY PCC SIDEWALK PAVING • PCC CURB AND GUTTER STOOP (REFER TO STRUCTURAL) DUMPSTER ENCLOSURE. REFER TO ARCHITECTURAL PLANS RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. ISSUE # A CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD DATE 05/20/2024 DESCRIPTION CITY SUBMITTAL SITE PLAN C103 Page 94 of 459 RYAN 4:1 12:1 2' BELOW WATER LINE NORMAL WATER LINE V ELEV = 975.50' 6' TYPICAL POND CROSS SECTION NPR 3:1 CLAY LINER TO BE INSTALLED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS NOT TO SCALE I I/ lid / \\ P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C201 GRADING PLAN.dwg 1 \ \ 1 \ \ \ f.- \ \ \ 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I I I I I / I / NORMAL WATER LEVEL ELEV = 875.50' I I I I I I I I I I I I 1 I I I I 1 I I I I I I I / I I / I I I I I I I I I 1 1/ 1 I 1/ 1 I \ 1 •. 1 " I\\ 1 �2o �\ ------- :::S - - \ NI//I\ \ / \ / I I \ I _ - ----- _ _I/ \ _ 111 \N I/ \ I I ..... - N \ GAS 1 - = OE - Q� - �k / OE OE \ \ OE OE QS OE OE OE _ _CIE- - OE QS OE __ _ I / _-------__ _ CP2 OC ______ `---/ `- �� j\\--��_______ --------------------------- - - --- -------- mil/ 887.40 ME SANITARY SMNERIAH 887.36 875.619 38"(E1 878.361�� ME 887.66 ME • i 1 I / / I 8 33° • 66366 9�� • \c' 1 7. es \ 3 .33/0 \ 4 :1 OO gib 888.04 TC 887.54 GU 48 TC 886.`. 44I co co oo oo cc .U70 884.45 TC1.0% 883.95 GU- 0.Y% 887 •� ▪ C, M7 I 8 • •69 TC 8, itasG 888.07 T' \ 887.69 ME 9.09 - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '..ir .. ••=' 11 -1I".. ff II ir�n •r 11 u ..87'57 GU 887. , TC 886.19 TC 1_ 1 1 1 1 1 1 / 885\69 GU G� M ) 885.22 TC in^ 884.72 GU 886.97 886.78 TC 86.28 GU d; 0.5% VALLEY 1.6% \ 886.43 ME 886.36 ME .11=11 I! _ II T II IL,, II 11 11 n 1� n n n n-u-u u n T �� 7P "" _ it _ Ii-T If •r �r-ar-.- Ia2rrrram_ 1T l[ llrg i - u:„�i _1'241-r; 111P" 876.931E - - ���n�n-u�lldll:�lC�il�ilnnm-�I�..�r��r�ro� .c/�0.• / •. \ 0: • RIDGE -16 N. 8.2% 88 2 889.3 NI 863661E,6.,E. CO GO 889.43 M ti rn co rn oo 8-87 13 880 41g0 3 889.44 co co 889.13 0-5 889.31 889.43 889.43 1.0% 884.52 RIC GE 1.0% 884.45 TC 883.95 GUI .0% 884.45 TC 883.95 GUI io% 0% 0 0 884.55 i'E 884.05 GU U 0.6% VALLEY 1.6% 0.6% VALLEY \ 884.57 884.52 RIDGE 1.5% 1.5% 1.5%� 1 .. III 884.57 X1.5% 884.52 1.6% 0.6% RID GE 0 884.57 1.5% a 889.43 \ \ \\ o \ \ co \ \ \ \ 1 I I 0 VALLEY • GE VALLEY GjO RID VALLEY RIDG VALLEY DGE ALLEY 11. o 6 0 • 0 0 • • 2. alTh SEE SHEET C203 0 15 NORTH 30 60 SCALE IN FEET RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS ARCHITECTURE+ENGINEERING KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL iCe 44- o GRADING PLAN C201 Page 95 of 459 DETENTION BASIN BOTTOM OF BASIN: 861.00' NORMAL WATER ELEV: 875.50' TOP OF BASIN ELEV: 882.00' 100-YEAR ELEV: 977.75' P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C201 GRADING PLAN.dwg 884.33 TC 883.83 GU 884.46 TC 883.96 GU RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. ISSUE # A CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD DATE 05/20/2024 DESCRIPTION CITY SUBMITTAL GRADING PLAN C202 Page 96 of 459 Ncb 9 U H 0 co w op C7 0 CO CO 00 c 09 .• .• .• RYAN P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C201 GRADING PLAN.dwg 1 1 1 1 .4 88 889.4" 888.9; 888.9; 0 0 1. -% 1.5% 30 889.ce 1.5% 1.5% 7 889.41 • 2.5% CP. `Lo 9cb , �� VALLEY s2 2.5% 80 • 9Co tiv �GJ o GJ o0o p 0 (• q3 R 1 GE .<c ho ag• OHO 9 Ci 1/4 8�92 �pcP6'`90 �4i� b^ � G 99TC dS99TC Bch 0 CG CG o ��. 93 VALLEY 2.4% 0 cP. RID ti \ cao C� / 0b ^o d'9 2 o2). cs VALLEY 2.4% 1.5% C,G 3-6 9,19 888.9 1 0 1.5° G 888.c 1 0 9 889.41 a 1.5% 1.5% 7_ 0 • .09 TC 8.59 GU c 0•9Ao 00 . <0 00 1.9% • • 9 66, 0 .• .• RIDG G'G 887.99 TC 888.46 888.40 .70 887.49 GU •• 1.6% 1.0% 0 93 VALLEY I IDGE 93 10. 93 Ok •S 10.0% G 00 10.0° 0 00 GJ 2 LD CO CO ob 888.6 Ty 887.66 dU 10.0% � J f J 11.0% o• • • 00 Co. L 0 .09% 25.5E% ry 25 171% t• 5. 1 0 03 0 00 10 10' BENCH C 10% 10' BENCH @ 10% 10' BENCH @ 10% \ NORTH 20 \ 40 \ SCALE IN FEET RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY JOB NO. DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL GRADING PLAN C203 Page 97 of 459 RYAN 41 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C251 EROSION CONTROL PLAN .dw 0 / J / / II r I © 1e I \ / 1 I \ / \\ \\\ fr\\ \\\ \\\\\\\\\\1\\ `\\` ��� 894 \ \•893 \\ \ I\ \\I \ \\ \\ \\\ \\ --_-- -- \ I \ \ \ \ \\ \\\\—---- \ \ I I. \ \\ N \ \\ \ --'--- \ \ I I \\\ >S \ \\ �\�`-- ��J �� �.�\ \. \\ \� 0 -- EXISTING ROADWAY, TYP PROPERTY LINE, TYP — — _ \ 1 '— � II�T CO —892------------- 890------— —J 889 888------ ----- \ —887------- ---886------ -- --- 885— \ \ I I\ \ / I I \ \ / I I I \ \\ / j 1 \\ \i \./ / 1 0 / I ---886— —885------ — f II ► I\� \�— -- - EXISTING STORM CULVERT, TYP CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL METHODS NECESSARY TO PREVENT TRACKING OFF -SITE AT ALL TIMES AND AS REQUIRED BY THE OWNER. CONTRACTOR SHALL ANTICIPATE THE USE OF DUST CONTROL MEASURES. CONTRACTOR TO DETERMINE PREFERRED LOCATION DURING EACH co PHASE OF CONSTRUCTION, TYP STORE SWPPP DOCUMENTS IN MAILBOX NEAR EDGE OF CONSTRUCTION OR WITHIN CONSTRUCTION TRAILER 25'X50' STABILIZED CONSTRUCTION ENTRANCE/EXIT (SUDAS 9040.102). DRESS WITH NEW STONE AS REQUIRED TO PREVENT TRACKING OFF -SITE. INSTALL GEOTEXTILE FILTER FABRIC BELOW STONE, TYP. EXISTING GRADE / CONTOUR, TYP • CD CO CO c0 SILT FENCE ALONG EDGE OF DISTURBED AREA, TYP LOCATIONS OF TOPSOIL STOCKPILE TO BE DETERMINED BY THE CONTRACTOR. ONCE INSTALLED, WRAP PERIMETER OF STOCKPILE WITH SILT FENCE, TYP. I II / 1 I I I 0) 0) �a co no I I ' I I I I I 1 I I � I I I � I II I 11 I 11 11 11 II I1 II 11 II II 11 11 II )l 1 / 1 1 1 1 1 1 I 1 I 0) 0) 1 I 1 I (9,0 I 1 I \\I 11 N \ \ \ \ 0) coco 0) / 1 1 1 11 1 1 1 1 1 1 1 ► 1 1 1 r NEWELL STREET /\/ / // 4 1/ ----L. I I I II 4 / i / I/ ,I- / /I / / // I I 1 1 11 I I 1 I 1 I co co co 1 0) - - - \- - - - - - I I I 1 \ —I ------- ------1------�---- \l\I II I I 1 11 I —I 1 IC 1 1 II rt ICI I 1-IF 1 •---rt----�------�----� I / \ -- I I--------- —y--- TI I —I—11 I I III II Imo/ 1- I fi CO im 0 \ %\ • • / --r■ --------- oo — II \ \ c ----L--------- -- I� ��I I ICI I I 1 1 1 `yll \—_ cr \1 11 —_\-----------T-------T--- \ \ \ \\ \ \ \\ \ \ • \ 0 82,9 cP cp cp cp \\ eP • • • \ \ • \ \ • • J • \ \ 0 \-------------- — — — — 888—' ----887 ---- � \ \_ — � `----------- -- 885 —-- - i 0 co cP • • • • • 00 • PD • • • co co NEWELL STREET co co / N 881, 161, • • 884 —884 8.83 • • CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL METHODS NECESSARY TO PREVENT TRACKING OFF -SITE AT ALL TIMES AND AS REQUIRED BY THE OWNER. CONTRACTOR SHALL ANTICIPATE THE USE OF DUST CONTROL MEASURES. SILT FENCE DITCH CHECK IN EXISTING SWALE, TYP NN • • LEGEND • //y/7/ (::::::) mB 11.5% PROJECT SITE/DISTURBED AREA SILT FENCE (SUDAS 9040.119). STABILIZED CONSTRUCTION ENTRANCE/EXIT (SUDAS 9040.120) TEMPORARY TOPSOIL STOCKPILE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS. RELOCATE AS REQUIRED FOR CONSTRUCTION. CONCRETE, PAINT, AND GROUT WASHOUT AREA PER SUDAS SECT 11,050. CONTRACTOR TO HAUL OFF WASTE MATERIAL. SUGGESTED LOCATION. RELOCATE AS REQUIRED FOR CONSTRUCTION. SPILL KIT TO BE INSTALLED AND RELOCATED AS REQUIRED FOR CONSTRUCTION PORTABLE RESTROOM FACILITY LOCATION SWPPP DOCUMENT LOCATION EXISTING GRADE DIRECTION OF DRAINAGE 20 NORTH 40 80 SCALE IN FEET RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS y KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CM B JOB NO. 2240000610 CHECKED BY LCH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL z?hci c o Q 4- E&SC PLAN - PRE -DURING - CONSTRUCTION C251 Page 98 of 459 EROSION AND SEDIMENT CONTROL NOTES SEQUENCING AND PHASING NOTES P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C251 EROSION CONTROL PLAN.dwg 1. EROSION/SEDIMENT CONTROL MEASURES SHOULD BE INSTALLED BEFORE EARTH DISTURBING ACTIVITIES BEGIN AND ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL. ADDITIONAL INSTALLATION/REMOVAL OF STABILIZATION CONTROLS ASSOCIATED WITH SEEDING OUTSIDE THE SEEDING WINDOW ARE INCIDENTAL TO THE PROJECT. 2. REFER TO SUDAS 9040 FOR STORMWATER POLLUTION PREVENTION PLAN, NPDES GENERAL PERMIT NO.2 SUBMITTAL REQUIREMENTS AND EROSION/SEDIMENT CONTROL TECHNICAL SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENT ON THE SITE AT ALL TIMES. THE CONTROL MEASURES SHOWN ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS NECESSARY TO FULFILL THIS REQUIREMENT. CONTRACTOR TO INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENT CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE. 4. THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 14 OR MORE CALENDAR DAYS, THE CONTRACTOR IS REQUIRED TO INSTALL STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA. REFER TO SUDAS 9040 FOR REQUIRED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 5. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS SOON AS WORK IS COMPLETED AS INDICATED ON THE PLANS AND PROJECT MANUAL. 6. THE CONTRACTOR SHALL USE CONTROL MEASURES AS REQUIRED TO KEEP SOILS FROM LEAVING THE SITE. 7. CONTRACTOR SHALL IMPLEMENT SITE SPECIFIC BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN AND REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED BY THE CONTRACTOR AS DICTATED BY SITE CONDITIONS OR THE PROJECT GOVERNING AUTHORITIES AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. IF AFTER REPEATED FAILURE ON THE PART OF THE CONTRACTOR TO PROPERLY CONTROL SOIL EROSION, SEDIMENT AND/OR POLLUTION FROM THE PROJECT SITE, THE GOVERNING AUTHORITIES RESERVE THE RIGHT TO EFFECT NECESSARY CORRECTIVE MEASURES AND CHARGE ANY COSTS TO THE CONTRACTOR. 9. ALL BMPS AND CONTROLS SHALL CONFORM TO THE APPLICABLE FEDERAL, STATE, OR LOCAL REQUIREMENTS, STANDARDS, AND SPECIFICATIONS OR MANUAL OF PRACTICE. 10. ALL BMPS AND CONTROLS INSTALLED ON GREEN INFRASTRUCTURE SHALL REMAIN UNTIL THE SITE HAS STABILIZATION AND BEEN APPROVED BUT THE OWNER'S REPRESENTATIVE. 11. IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES, AND PARKING LOTS SHALL BE PERFORMED ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED. 12. IF DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIAL SHALL BE REMOVED. 13. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEMS BY THE USE OF INLET PROTECTION OR OTHER APPROVED FUNCTIONAL METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 14. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 15. MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/FILTER SOCKS ON A REGULAR BASIS AS PER THE STANDARD SPECIFICATIONS. SILT FENCE MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. FILTER SOCKS MUST BE CLEANED OUT WHEN THEY ARE 33% FULL. 1 I I I I I I 1 I I I \ \• 1 1 /--876-�\ \ \�- / j//i . / //// / -%/// / i/ () ( j/ice / ✓ // j/ / !/ OS �/� // // .r .r i I 1 1 00 I 1 1 • 1 / • / • 1; / 1 / 1 1 I I 1 • / 16. CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/FILTER SOCKS AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENT. SILT FENCE INSTALLATION IS TO FOLLOW SUDAS 9040.119. FILTER SOCK INSTALLATION IS TO FOLLOW SUDAS 9040.102. 17. REMOVE ALL TEMPORARY EROSION/SEDIMENT CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 18. WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE IT IS RELEASED. REFER TO SUDAS 3010 SECT 3.04 FOR DEWATERING GUIDANCE. 19. WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. WATER MUST BE FILTERED THROUGH AN APPROPRIATE FILTER DEVICE BEFORE DISCHARGING. 20. ALL EXISTING AND PROPOSED STORM INTAKES, WITHIN AND ADJACENT TO THE PROJECT AREA, MUST BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT AS IDENTIFIED ON THE DRAWINGS. INTAKES SHALL BE FREE OF DIRT, DEBRIS AND ROCK AT COMPLETION OF WORK. 21. THE CONTRACTOR IS REQUIRED TO INSTALL STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF THE SITE IMMEDIATELY FOLLOWING COMPLETION OF GRADING ACTIVITIES. REFER TO SUDAS 9040 FOR REQUIRED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 22. BIODEGRADABLE EROSION CONTROL BLANKETS SHALL BE USED AT ALL LOCATIONS IDENTIFIED ON THE DRAWINGS. POLYPROPYLENE (PLASTIC) NETTING IS NOT ALLOWED. BIODEGRADABLE STAKES SHALL BE USED IN LIEU OF 'U' STAPLES. SEE SUDAS 9040.103 FOR TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D. 23. CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER SEDIMENT CONTROL DEVICES SO AS NOT TO DAMAGE UNDERGROUND UTILITIES. 24. SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN. IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON -SITE, THE CONTRACTOR IS REQUIRED TO INSTALL AN 8" FILTER SOCK AROUND THE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED 7 06) 0 879 \ \ APPROXIMATE LOCATION OF TEMPORARY SEDIMENT BASIN WITH MINIMUM SEDIMENT STORAGE VOLUME OF 3500 CY. TEMPORARY SEDIMENT BASIN TO BE LOCATED IN THE PERMANENT BASIN FOOTPRINT. DUE TO THE SIZE OF THE TEMPORARY STORAGE VOLUME, THE POTENTIAL FOR SEDIMENT -LADEN WATER CONTAMINATION IS MINIMAL. NO OVERLAND FLOW ROUTE WILL BE UTILIZED. PROPERTY LINE, TYP EXISTING GRAVEL ACCESS, TYP l co AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. RELOCATE AS REQUIRED FOR CONSTRUCTION. 25. IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGES, WHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE NO SPILLS OR LEAKS HAVE OCCURRED, UNLESS THE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASHING, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS VEGETATED AREAS AND AWAY FROM DRAINAGE WAYS. REFER TO THE IDNR NPDES GENERAL PERMIT NO. 2 FOR ALLOWABLE NON-STORMWATER DISCHARGES. 26. POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BY AN 8" FILTER SOCK AT ALL TIMES. ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. RELOCATE AS REQUIRED FOR CONSTRUCTION. 27. CONCRETE, PAINT AND GROUT WASHOUT AREA: THE WASHOUT AREA SHOULD BE AN APPROVED CONCRETE WASHOUT CONTAINER, COLLECTION BAG, OR WASHOUT BOX PER SUDAS 11,050. PROTECT WITH AN EROSION CONTROL DEVICE (IF USING FILTER SOCKS, STACK TWO (2) TALL). CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. 28. CONCRETE SLURRY AND DUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORM INTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED, CLEANED UP, AND DISPOSED OF OFF -SITE. \ \ / \ / \ / \ / \ / \ / co 03 883 29. SPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND OIL ABSORBENT CLAY CHIPS OR PADS. THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR CONSTRUCTION. THE SPILL KIT SHOULD BE DESIGNED TO DEAL WITH ANY HAZARDOUS MATERIALS ON -SITE. 30. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLED, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 31. STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTION PREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENT CONTROLS AS REQUIRED TO CONTAIN MATERIALS ON -SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE FILTER SOCKS AROUND STOCKPILED SOILS BEFORE STOCKPILE IS RE -SPREAD. IF STOCKPILE SOILS WILL REMAIN INACTIVE FOR 14 DAYS OR MORE, THEY SHALL BE STABILIZED IMMEDIATELY BY THE CONTRACTOR. 32. THE CONTRACTOR SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE OF A STORMWATER BMP. THE OVERALL SWPPP PLAN DOES NOT ACCOUNT FOR ADDITIONAL CONTROLS THAT MAY BE REQUIRED DUE TO MICRO -PHASING OF WORK. THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS AS NEEDED TO CONTAIN SEDIMENT ON SITE. / / / / / / CO CO EXISTING GRADE CONTOUR, TYP - SILT FENCE ALONG EDGE OF DISTURBED AREA, TYP 1. THIS PROJECT WILL BE CONSTRUCTED OVER SEVERAL PHASES. EROSION/SEDIMENT CONTROL DEVICES IDENTIFIED ON THE PLAN WILL BE IMPLEMENTED ON A PER PHASE BASIS. 2. INSTALL INTAKE PROTECTION AND DOWN SLOPE AND SIDE SLOPE PERIMETER CONTROLS BEFORE LAND DISTURBING ACTIVITY OCCURS. 3. STRIP EXISTING TOPSOIL WITHIN DISTURBANCE LIMITS AND STOCKPILE. DO NOT MIX TOPSOIL WITH SUBSOIL. 4. GRADE SUBSOIL TO CONFORM WITH THE GRADES, CONTOURS AND LEVELS IDENTIFIED ON THE DRAWINGS. 5. ROUGH GRADE FOR ROADWAY, WALKS, CURBS, GUTTERS, AND LANDSCAPED AREAS. 6. COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE. 7. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 4". REMOVE ALL STONES, WOOD AND OTHER DEBRIS LARGER THAN 1" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL. 8. ALL DISTURBED AREAS NOT PAVED, OR HARD SURFACED ON THE SITE SHALL RECEIVE A MINIMUM 6" OF TOPSOIL AND SEED AS IDENTIFIED IN THE DRAWINGS. REFER SUDAS SPECIFICATION SECTION 9010 - SEEDING FOR SITE RESTORATION INFORMATION. 9. UPON COMPLETION OF EACH PHASE AND APPROVAL BY THE OWNER'S REPRESENTATIVE, EROSION/SEDIMENT CONTROL DEVICES MAY BE REMOVED/RELOCATED. SITE INFORMATION PROJECT SITE/DISTURBED AREA: 26.15 AC PRE -DEVELOPED COEFFICIENT: 0.65 POST -DEVELOPED COEFFICIENT: 0.80 NEAREST SURFACE WATER ACCEPTING SITE DISCHARGE: CEDAR RIVER / LEGEND - 881 THE OWNER IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR AND ALL SUB -CONTRACTORS ARE REQUIRED TO SIGN ON AS CO-PERMITTEE WITH THE OWNER. ALL RECORDS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AS THEY ARE PRODUCED. REFER TO THE DRAWINGS FOR CONTRACT FULFILLMENT REQUIREMENTS. O 881 11.5% PROJECT SITE/DISTURBED AREA SILT FENCE (SUDAS 9040.119). TEMPORARY SEDIMENT BASIN EXISTING GRADE DIRECTION OF DRAINAGE 1 0 20 NORTH 40 80 SCALE IN FEET RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS • R C H I T F C T 11 R F+ F N G I N F F R I N C; KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CMB JOB NO. 2240000610 CHECKED BY LCH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL E&SC PLAN - PRE -DURING - CONSTRUCTION C252 Page 99 of 459 .11 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C251 EROSION CONTROL PLAN.dwg �� \ \ PROPERTY LINE, TYP N \ ' EXISTING STORM N \ 'N \ CULVERT, TYP \ \ I , \\ \ N \ i EXISTING ROADWAY, TYP \\ \\ \ \ \ /' -\ SYNTHETIC PERMEABLE PERMEABLE CHECK DAM IN SWALE. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. FINISHED GRADE CONTOUR, TYP / 1 ADDITIONAL 8" FILTER SOCK ALONG EDGE OF PAVEMENT. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, 8" FILTER SOCK TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. SILT FENCE TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, SILT FENCE TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. ( DROP -IN INTAKE PROTECTION AROUND NEW o INTAKES. THIS CONTROL TO co REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND 1 APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND PERMANENT SEEDING, TYP. ADDITIONAL 8" FILTER SOCK ALONG EDGE OF HILLSIDE. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, 8" FILTER SOCK TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. RETENTION / BASIN, TYP / II / 1 / II / k 1I 0 / co 0ill 0 �11 I / I I II / STORMWATER DISCHARGE POINT, TYP / 1 REVETMENT, TYP NEWELL STREET 894 893 892 891 890 — -- 889 888 887 —885------- -886- 879 cP 0 09 cP cp In o CO • co v oo o\ anion. �IIIIII - visor AIME& .r co co i co co coP co 1.50% CO CO CO CO cO co co co co co C 1 wl 00 00 / /I co co co 889 888 887 887 886 ---885------ M CO co co co co NEWELL STREET co 00 'L J IJ 889 •%/ 889 .` / ,/ _.._.._..�_.._.._.._..�_.._.._.. _% 888 887 0/0 N CO CO 00 N CO co Ioo M co co co 0/0 886 16 1 •1 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ij 1 1 1 1 1 1 1 1 1 1 1 1 #f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 885— — -----884— OS 1 884 gg4 883 gg2 ag\ 8 co (96) $�9 LEGEND / �. 11.5% 0 PROJECT SITE/DISTURBED AREA SILT FENCE (SUDAS 9040.119). 8" FILTER SOCKS (SUDAS 9040.102). SHALL HAVE 'J' HOOKS AT MAXIMUM 25' INCREMENTS. DROP -IN INTAKE PROTECTION (SUDAS 9040 SECT 2.18) SYNTHETIC PERMEABLE CHECK DAM (SUDAS 9040 SECT 2.07) TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D WITH BIODEGRADABLE STAKES (NOTE: POLYPROPYLENE NETTING IS NOT ALLOWED). SEE SUDAS 9040.103. FINISHED GRADE DIRECTION OF DRAINAGE 20 NORTH 40 80 SCALE IN FEET RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS PHITFCT!RF+FNINFFPHC; I IIVE—I—IATTE—RY KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CMB JOB NO. 2240000610 CHECKED BY LCH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL E&SC PLAN - POST - CONSTRUCTION C253 Page 100 of 459 P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C251 EROSION CONTROL PLAN.dwg ADDITIONAL 8" FILTER SOCK ALONG EDGE OF HILLSIDE. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, 8" FILTER SOCK TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. FINISHED GRADE CONTOUR, TYP STORMWATER DISCHARGE POINT, TYP DROP -IN INTAKE PROTECTION AROUND NEW INTAKES. THIS I CONTROL TO REMAIN 11 UNTIL THE SITE HAS BEEN STABILIZED AND II APPROVED BY THE OWNER'S I I REPRESENTATIVE, TYP. EXISTING GRADE CONTOUR, TYP RETENTION BASIN, TYP 1.50% / — —876— .....". ....." PROPERTY LINE, TYP REVETMENT, TYP EXISTING GRAVEL ACCESS, TYP ---ti 7-- -/ / / Y / j//i . / //// / - %/// / i� ////i/ ✓ .- j/ / / / / /7 / / /7 7 i / / / SURFACE -APPLIED INTAKE PROTECTION AROUND NEW INTAKES. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. SILT FENCE TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, SILT FENCE TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND PERMANENT SEEDING, TYP. 889 *// ADDITIONAL 8" FILTER SOCK ALONG EDGE OF PAVEMENT. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, 8" FILTER SOCK TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. LEGEND PROJECT SITE/DISTURBED AREA SILT FENCE (SUDAS 9040.119). 8" FILTER SOCKS (SUDAS 9040.102). SHALL HAVE 'J' HOOKS AT MAXIMUM 25' INCREMENTS. DROP -IN INTAKE PROTECTION (SUDAS 9040 SECT 2.18) SURFACE -APPLIED INTAKE PROTECTION. NOTE: FILTER SOCKS ARE NOT ALLOWED. SEE SUDAS 9040 SECT 2.18. TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D WITH BIODEGRADABLE STAKES (NOTE: POLYPROPYLENE NETTING IS NOT ALLOWED). SEE SUDAS 9040.103. 11.5% FINISHED GRADE DIRECTION OF DRAINAGE NORTH SCALE IN FEET RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS RC HITFCTII RF+FNGI N FFR I NC; KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CMB JOB NO. 2240000610 ISSUE # A CHECKED BY LCH DATE 05/20/2024 ISSUE RECORD DATE 05/20/2024 DESCRIPTION CITY SUBMITTAL E&SC PLAN - POST - CONSTRUCTION C254 Page 101 of 459 OE - -FO- P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C301 UTILITY PLAN.dwg G 6" MIDAMERICAN GAS (PER MAPPING) -G OE 0 OE -LUMEN -FO- - - - - -FO- - - -FO- - - - - -FO- - LUMEN_ OE - - MEDIACOM (PER MAPPING)- 16" WAT (PER MAPPING)- - ( 18" SAN (PER MAPPING)-( 6" MIDAMERICAN GAS (PER MAPPING) OE OE - - - - -FO- LUMEN- FO - - - - -FO- - - - - -FO- LUMEN -F0 ADJUSTMENT. REPLACE CASTING WITH SUDAS TYPE B3-PIECE PCC CASTING EXISTING = 884.92 PROPOSED RIM = 887.98 36" SAN (PER MAPPING): SANITARY MANHOLE ADJUSTMENT. REPLACE CASTING WITH SUDAS TYPE 'B' 3-PIECE PCC CASTING EXISTING = 881.60 PROPOSED RIM = 886.21 FES-4.0 (18" RCP FLARED END SECTION) IE = 876.50 ST-4.0 E FES-3.0 (30" RCP FLARED END SECTION) IE = 876.50 ST-3.0 E 45° BEND SAN MH 1.2 (SW-301 48") RIM = 886.56 IE = 876.24 2 S IE = 876.14 1 NW ST-4.A (15 ST INT 4.1 (SW-511) RIM = 886.66 IE = 878.22 ST-4.1 E IE = 877.97 ST-4.0 W ST INT-3.1 (SW-511) RIM = 889.33 I E = 878.19 ST-3.1 E IE = 877.94 ST-3.0 W MAINTAIN 6" MINIMUM VERTICAL CLEARANCE BETWEEN STORM AND SANITARY SERVICE (TYP) HYDRANT ASSEMBLY (TYP) SAN MH 1.1 (SW-301 48") RIM = 884.80 IE=878.103E IE = 878.00 2 N MEN- -F0 W - SANITARY MANHOLE ADJUSTMENT. REPLACE CASTING WITH SUDAS TYPE 'B' 3-PIECE PCC CASTING EXISTING = 882.99 PROPOSED RIM = 885.42 G OE 0 MEDIACOM (PER MAPPING) w - -16" WAT - W I171I1MIr=1IF IF IC I G 6" MIDAMERICAN GAS (PER MAPPING)- -G- OE ..�., OE - CONNECT EXISTING 16" WATER - -FO- USING STAINLESS STEEL TAPPING SLEEVE AND 10" VALVE -LUMEN FO 10" WATER -N - - - - - - - - - - - ----------------- WATER/SANITARY CROSSING SANITARY IE = 863.86 WATER IE = 877.1 ( ( ( ( ( ( ( ( ( 36" SAN (PER MAPPING) -( WATER METER PIT -N 45° HORIZONTAL BEND (TYP) 8" WATER FO En - -FO- - -MEDIACOM (PER MAPPING TRENCHLESS INSTALLATION METHOD REQUIRED ON WATERMAIN UNDER ROADWAY. , LIMITS OF TRENCHLESS INSTALLATION TO BE - DETERMINED BY METHOD USED. 10" GATE 111 LF 10" WATER WITH � VALVE TRACER WIRE o ST-4.0 (24 ST-3.0 - (18") - ST INT 2.1A (SW-511) RIM = 883.35 IE = 880.00 ST-2.1A S G s 0 FO -FO- 45° HORIZONTAL BEND (TYP) 8" GATE VALVE HYDRANT ASSEMBLY (TYP) ST MH 1.10 FORM GRADE = 886.75 IE = 883.95 (ST 1.9 S) ST INT 1.9 FORM GRADE = 886.78 IE = 883.38 (ST-1.9 N) IE = 883.28 (ST-1.8 S) IE = 884.02 (ST-1.9A W) ST INT 1.8 FORM GRADE = 886.51 IE = 882.73 (ST-1.8 N) IE = 882.88 (ST-1.8A W) IE = 882.63 (ST-1.7 S) 8" GATE VALVE 10"X10" TEE WITH 10"X8" REDUCER ON SOUTH END 8" GATE VALVE HYDRANT ASSEMBLY (TYP) ST INT 1.7 FORM GRADE = 886.36 IE = 882.03 (ST-1.7 N) IE = 882.18 (ST-1.7A W) IE = 881.93 (ST-1.6 S) 8" WATER ST MH 1.6 FORM GRADE = 886.93 IE = 881.23 (ST-1.6 N) IE = 881.60 (ST-1.6A W) IE = 881.35 (ST-1.5 S) ST-1.6A - (15") NORTH SCALE IN FEET JMEN RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEHIATTERY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. ISSUE # A CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD DATE 05/20/2024 DESCRIPTION CITY SUBMITTAL UTILITY PLAN C301 Page 102 of 459 1 -ST-2.2A - (12") 8"X12" INSERTA TEE CONNECTION II RYAN g a 1- 36" CAN (P CU R \) 000 36" SAN (PER MAPPING)-( 36" SAN (PER MAPPING)- ( 18" SAN (PER MAPPING) 14 o� tt P�PING . / • • 1 1 1 / 1 1 I 1 1 1 / 1 1 / 1 1 1 / 1 1 1 1 1 1 POND OUTLET STRUCTURE (60" (W) X 60" (L) - SW-513 RIM = 1027.67 IE = 875.50 ST-5.1 SW FES-5.0 (18" RCP FLARED END SECTION) RIM = 876.71 IE = 875.00 ST-5.1 NE FES-2.0 (30" RCP FLARED END SECTION) IE = 876.50 ST-2.0 E ST-2.0 - (30") ST INT 2.1 (48" - SUDAS SW-502) RIM = 882.33 IE = 877.80 ST-2.1A N IE = 877.80 ST-2.1 E IE = 877.54 ST-2.0 W FES-1.0 (18" RCP FLARED END SECTION) IE = 876.50 ST-1.0 E s -(18i ST-1.0 - (42 4 , __.: A AIWA ROOF DRAIN BUILDING CONNECTION 8" IE =881.50 STMH-2.2 (48" - SW-401) RIM = 885.22 IE = 879.70 ST-2.2C S IE = 880.11 ST-2.2B E IE = 879.70 ST-2.2A N IE = 879.45 ST-2.1 W CRITICAL CROSSING. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE ROOF DRAIN BUILDING CONNECTION 8" IE =881.50 90° PIPE BEND 90° PIPE BEND ROOF DRAIN BUILDING CONNECTION 8 " IE = 885.50 STMH-1.5A (48" - SW-401) RIM = 888.94 IE = 882.24 ST-1.5C W IE = 882.24 ST-1.5B N IE = 882.24 ST-1.5A E ROOF DRAIN BUILDING CONNECTION 8 " IE = 885.50 45° HORIZONTAL BEND (TYP) 8"X6" TEE 45° HORIZONTAL BEND (TYP) II, ST INT 1.5 (48" - SUDAS SW-502) II RIM = 887.43 IE = 881.03 ST-1.5A W IE = 880.61 ST-1.5 N IE = 880.39 ST-1.4 S 8" GATE VALVE HYDRANT ASSEMBLY (TYP) 8" WATER CRITICAL CROSSING. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE ST INT 1.1 (48" (W) X 48" (L) - SW-513) RIM = 883.64 IE = 877.50 ST-1.1 E IE = 877.40 ST-1.0 W o S-V-1.1 (42 3 3 - - - 00* 000 000 00* 000 000 00* 0,00 000 000 .= ♦♦V,0 0 ` `♦,♦♦0000 0#0 3 3 sc'\ "1 110,00-111.01111... ST MH 1.2 (48" - SW-401) _RIM = 885.71 IE = 878.56 ST-1.2 E IE = 878.46 ST-1.1 W i ST-1.5A - (12") - 45° HORIZONTAL BEND (TYP) 45° HORIZONTAL BEND (TYP) ST INT 1.3 (48" (W) X 48" (L) - SW-513) RIM = 883.50 -IE = 879.06 ST-1.3 N IE = 878.95 ST-1.2 W NORTH RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEHIATTERY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL UTILITY PLAN C302 0 15 30 60 SCALE IN FEET Page 103 of 459 \Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C501 CONSTRUCTION DETAILS.dwg HEAVY DUTY P.C.C. PAVING SIDEWALK HEAVY DUTY H.M.A. PAVING LIGHT DUTY H.M.A. PAVING HMA STANDARD ���l N HMA STANDARD rAl �, TRAFFIC (ST) SURFACE Trail TRAFFIC (ST) SURFACE �r, ���� a a P.C.C. ° HMA STANDARD M HMA STANDARD O�������� d a ° e °a TRAFFIC (ST) INTERMEDIATE GRANULAR SUBBASE - ��������. .7 • • • • . - - - - ,•o•o•o•o4 • • • • . . . . TRAFFIC ST INTERMEDIATE _ °O GRANULAR SUBBASE - R .7 • • • • .. �..�.� 2..�•.A.�•.�2 - 4 a P.C.C. ° ° GRANULAR SUBBASE - w w w •o•o•o•o •.•.•.• a d ° a IDOT SECTION 4123, R •o•o SCARIFIED AND / / / / IDOT SECTION 4123, p• • • • •-�-•-•-4. IDOT SECTION 4123, \ \ \ \ \ / / / / /\/\/\/\/\ MODIFIED SUBBASE ���-� !�����! �� RECOMPACTED SUBGRADE \�\�\�\�\\ ° / / / / _ SCARIFIED AND RECOMPACTED SUBGRADE \ \ \ \ \ / / / / \\\\\ TO 95 /o STANDARD PROCTOR DENSITY = / / / / \ \ \ \ \ \ / c Zv MODIFIED SUBBASE RECOMPACTED SUBGRADE / / Il MODIFIED SUBBASE SCARIFIEDAND\\\\\ N RECOMPACTSD SUBGRADETO 95% PROCTOR DEDSIITD DENSITY TO 95% STANDARD PROCTOR DENSITY IIIIIPROCTOR EXISTING SUBGRADE ORIIIIII—III— COMPACTED FILL (98% STANDARD PROCTOR _ _ _ I I —III —III —III IIIIIIIIII COMPACTED FILL (98% STANDA-: PROCTOR DENSITY) H1_1 1 1=1 1 1=1 1 1 EXISTING SUBGRADE OR COMPACTED FILL (98%I I I I —III —III EXISTING SUBGRADE OR COMPACTED FILL IIIIIIIIII I I=III=III=I I I STANDARD PROCTOR DENSITY) HMA PAVEMENT CROSS 4 SECTIONS —III— = (98% STANDARD PROCTOR DENSITY) III I I=III=III=I IIIIIII I I DENSITY) 8 PCC PAVEMENT 1=III=1=III CROSS SECTIONS NOTE: SUBGRADE EXTEND PREPARATION 24" BEYOND EDGE SHALL OF PAVING NOT TO SCALE NOT TO SCALE / BUILDING ; `o PCC PAVING OR SIDEWALK RESERVED PARING MUTCD STATE R7-8 RESERVED PARKING SIGN W/ PERMIT REQUIRED 6:, STATE PERMIT IREQUIREDJJ MUTCD R7-8P VAN ACCESSIBLE PLAQUE VA LACCS8ULJEBE IMPROPER USE FINE PLAQUE WALL/PAVING 4 3/4„ SLOPE IMPROPER USE $200 (FINE Z ■ d SIGN AS SCHEDULED JOINT SEALANT �. Q Lb I D 4D P D4 p D P 0 bD >A d D D D 4 3/4" THICK PREFORMED EXPANSION JOINT FILLER NOTE: ALL PREFORMED JOINT MATERIAL PERPENDICULAR TO THE EXERCISED THROUGHOUT ENSURE THAT SUCH JOINT UPON COMPLETION OF PAVING ISOLATION JOINT , \ /\ /- \� SUBBASE AND \\ SUBGRADE AS SPECIFIED SUBGRADE IS FLUSH EXPANSION JOINT ENSURE THAT CONCRETE NOT FLOW UNDER EXPANSION JOINT SHALL BE INSTALLED PAVEMENT SURFACE AND CARE THE CONSTRUCTION OF THE PAVEMENT MATERIAL REMAINS IN PROPER OPERATION. WITH BASE FILLER TO DOES AND VOID SHALL BE TO POSITION 2" STEEL RND OR SQ PIPE PAINTED PER OWNER'S DIRECTION MOWING EDGE w w0 cJi) ' 9 Q - a d r NOTES: -1 1 d °4 d - - 9 1. CONTRACTOR AND INSTALLATION LOCAL CODES. TO VERIFY SIGN GRAPHICS WITH STATE AND 4 ° d d d ° CONCRETE i*, FOOTING 2. TRAFFIC SIGN AND INSTALLATION SHALL - co CONFORM TO THE LATEST EDITION OF THE 11-6DIA MANUAL ON ADA SIGN POST AND SIGN TRAFFIC CONTROL DEVICES QNOT NOT TO SCALE OTO SCALE 1" R %2" OF APPROVED 1" JOINT SEALANT R=3'-2 1/2" 2'-2 7/8" Nr MATERIAL PAVING PER PLANS ZD o 4 d d d d V d d O d d 4 a d Od d d d d C 4 d 4 O 4 d G\/\/ a d a \ \///\/ O ENGINEERED R;611 R=2'-2 7/8" 0 N\ GRANULAR u.dp- u. u. 1��SI BSI ei. w,� I.•e thl, -a � FYI:, / //\//\//\//\//\//\//\/\ / / COMPACTED FILL o ' 6 ° 1 -0 _ IZ SUBBASE \j\j' \ %/\\//\\//\\//\\// 12" ,, 24 A Z" FLEXIBLE, LIGHT WEIGHT, NON -STAINING POLYETHYLENE CLOSED CELL EXPANSION JOINT FILLER 6" PCC CURB AND SIDEWALK COMPACTED SUBGRADE MATCH ADJACENT BOTTOM PAVING OF 6-1 i- - NOTE: ALL PAVEMENT EDITION OF DEVICES CURVED TRAFFIC ARROW MARKINGS SHALL CONFORM THE MANUAL ON UNIFORM TRAFFIC (MUTCD) AND LOCAL STANDARDS TO THE LATEST CONTROL o ' 60 NOT TO SCALE NOT TO SCALE 00 6" 1'-6" 9" �*,' 23° „ - ,p4 ` " 2/ 3" 4" 1-1/2" -- SLOPE CONCRETE TOP FOR POSITIVE WATER RUNOFF SEE PLAN FOR PAVEMENT RECEIVING CURB SHOWN. BE AWAY SLOPE. SLOPE MAY FROM CURB. d 4 4"R m 1/4"R . �� 6" OD SCH 40 STEEL PIPE BOLLARD FILLED SOLID WITH CONCRETE. PAINT COLOR TO BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION ISOLATION JOINT 1 (2) NO. 5 EPDXY COATED 3 R 4 a d d da a r��—_ w-_ _� _ud a° 4' a CO z v H Q LL w d `� e�• NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS. ACCESSIBLE PARKING SYMBOL ISOLATION JOINT ' ° e / o . 18" DIA CONCRETE BASE / w BARS @ 12" OC GRANULAR SUBBASE tro•o•o•o.o•O�o�o��oUo7 0 0 o 49 .-.-.-.-.-.-.-.-.-.- ./I I- I- I--- I io•o•o•o•o•o•o•o•o•O .4E_ .• -h • • • Off• O o cn w - Q j d EU d 18" 1 \\ \ /\ /\ \ /\ 2.50' A / COMPACTED SUBGRADE 1 PLAN VIEW ^11 6" 0 SECURITY BOLLARD © 6" PCC CURB AND GUTTER 9 NOT TO SCALE NOT TO SCALE NOT TO SCALE RYAN RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY BDD JOB NO. CHECKED BY MJH DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL CONSTRUCTION DETAILS C501 Page 104 of 459 RYAN P:\Projects\2024\2240000610\Deliverables\Drawings\1_Civil\C501 CONSTRUCTION DETAILS.dwg 8" GATE VALVE 4)5 BARS @ 9" Q.C. 10'-8 SENSUS 2' NI C-2 WATER MEOSER 6'-6 36"X36" ALUMINUM HATCH I #r+-f,� 2,-0 2° SERVICE 2" CORPORATION BALL VALVE 2" SERVICE SADDLE SADDLE SENSUS tr NI F-2 M) WATER ETER • 8" GATE VALVE 4'-0 FLOW 7'-1O #4 BARS @ 9' 0.C. TWO (2) ADDITIONAL #4 BARS @ OPENING 8" 9'-4 #4 BARS @ 9" O.C. #5 BARS @ 9' O.C. PROVIDE SUMP PIT AND PUMP. SLOPE FLOOR TO SAID PIT. PIT SHALL BE 12"X12"X12". #4 BARS @ 9" O.C. 1t #4 BARS @ 12" 0.C. #A BARS @ 9" O.C. 7'-0 4'-2 2'-10 84 BARS @ 12" O.C. —44BARS @8"O.C. 10" GENERAL NOTES 1. SUPPOERT WATER MAIN PIPING FROM THE FLOOR OF THE METER PIT STRUCTURE. PROVIDE ONE (1) SUPPORT AT THE WATER METER AND ONE (1) SUPPORT AT EACH GATE VALVE ASSEMBLY. 2. WHEN INSTALLING SENSUS OMNI METERS WITH STRAINER, A MINIM OF 24 PIPE DIAMETERS OF STRAIGHT RUN OF PIPE OR EQUILVALENT FULL OPEN COMPONENTS IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE METER OR STRAINER FLANGES. FULL OPEN FLOW COMPONENTS MAY CONSIST OF: STRAIGHT PIPE, FULL OPEN GATE VALVES, BYPASS TEES AND CONCCENTRIC REDUCERS (1 NOMINAL PIPE SIZE REDUCTION ONLY), FOR ALL OTHER INSTALLATION CONFIGURATIONS, A MINIMUM OF 5 PIPE DIAMETERS OF STRAIGHT RUN 1S REQUIRED UPSTREAM. 3. GATE VALVES LOCATED IMMEDIATELY UPSTREAM AND DOWNSTREAM OF THE METER ARE ACCEPTABLE, PROVIDED THEY ARE FULLY OPEN DURIN GMETER SERVICE AND ARE NOT USED TO THROTTLE FLOW RATES THROUGHT THE METER. 4. REFER TO MANUFACTURES' INSTALLATION INSTRUCTION FOR WATER METER. 5_ PIPING CONTRACTOR TO VERY FINAL PIT DIMENSIONS PRIOR TO PIT CONSTURCTION. 6. ALL PIPE MATERIALS. EQUIPMENT, AND ASSEMBLIES SHALL BE ON THE WATERLOO WATER WORKS "ACCEPTED PRODUCTS FOR WATER DISTRIBUITION MATERIALS' LIST. 24" MIN. (TYP.) 2" CORE DRILL AND LINK �` 1 SEAL FOR COMMUNICATIONS CONDUIT . #4BARS @9'O_C. 1• t- #4 BARS (]a 12" O.C. #4 B),rS @ `VVV;A TF R M E-1--C R %SGA!_E: NTS WATER METER PIT 12"X12"X12" SUMP PIT 24" MIN. (TYP.) STEPS TO FLOOR - CENTER UNDER MANHOLE. STEPS SHALL BE NEENAH R-1980-E OR APPROVED EQUAL. SPACED 12" VERTICALLY ON CENTER. 12"X12"X12" SUMP PIT w U z w w 7� Lu w ENGINEERING FABRIC GROUND LINE 10' MIN. ENGINEERING FABRIC GROUND LINE /\ FORESLOPE TRENCH AND COMPACTED BACKFILL 12" MIN DEPTH AND 4" MIN WIDTH ENGINEERING FABRIC TO BE FOLDED ACROSS BOTTOM OF TRENCH TYPICAL SECTION SILT FENCE 8' SPACING TRENCH BOTTOM STEEL POST TO BE EMBEDDED 28" BELOW TRENCH BOTTOM DETAILS OF SILT FENCE CORD FABRIC SILT FENCE NOT TO SCALE POST WIRE FRONT VIEW ENGINEERING FABRIC FLOW TRENCH AND COMPACTED BACKFILL 12" MIN DEPTH 4" MIN WIDTH ENGINEERING FABRIC TO BE FOLDED ACROSS BOTTOM OF TRENCH NORMAL FORESLOPE 1' ABOVE GROUND VARIABLE (20' FOR NORMAL 10' DITCH) z_ GROUND LINE co w TYPICAL SECTION DITCH CHECK 5' MAX TRENCH BOTTOM NOTES: O 0 O 5' MAX 5' MAX 5' MAX NORMAL BACKSLOPE 2" RISE IN FENCE FOLD FABRIC TO FIT TRENCH DETAILS OF DITCH CHECK SECURE TOP OF ENGINEERING FABRIC TO STEEL POST. ENGINEERING FABRIC TO BE PLACED TO BOTTOM OF TRENCH. ENGINEERING FABRIC SHALL HAVE A MINIMUM 36" WIDTH. NOTE: TWIST CORD AND PLACE AROUND POST, SECURE WITH WIRE. POST TOP VIEW INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USING REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. FILTER SACKS 2"x2"x3/4" RUBBER BLOCK (TYP) 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT 2"x2"x3/4" RUBBER BLOCK (TYP) SOMETRIC VIEW DO NOT USE ON ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS FILTER SACKS (GRATED INLETS) ELEVATION VIEW PROFILE VIEW OF INSTALLED FILTER SACK SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE 1. EMPTY FILTER SACK WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE WILL BE WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS. 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OILS SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK WILL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK WILL BE BETWEEN 18 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK WILL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 300 LBS 20% 120 LBS 800 PSI 120 LBS 80% 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 265 LBS 20% 135 LBS 8420 PSI 45 LBS 90% 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 RYAN A+E, INC. 533 South Third Street Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVE-I-IATTE-RY ARCHITECTURE + E N G I N E E R I N G KEY PLAN KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE © 2024 RYAN A&E, INC. DRAWN BY CHECKED BY BDD MJH JOB NO. DATE 05/20/2024 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL CONSTRUCTION DETAILS C502 Page 105 of 459 GENERAL NOTES se ..rosy a�a. 1 •� sei SI MINE eWAI PAr� ma.; ®A �� C r��rssri�dn aoms�_ �s�s��rr®,'�5��� InIr•. w— � iismam� �srws� IVIIW ''sSzeMess�r sv�� r E �r7��is iii s��riasrv� ,_ • . sm�rssaM-fdEms •a>.�s Z*/ m•imes_sivsIINMS -� mr CM. `i! 1smmraw�rlu^1Ferit`Tr�se�iv P �iarsasi�rosawsirvs• 44V4CW. Ate,AtiratFt: sp04414'6.*..,W"A% 'r9'1474:" 4':7;z?' :474r1*t t'14';1:11:14ZA 4.*41 4-7A -":4:46ZZAI 1r" WiN7tt4,777,:48414 w s1"71W7Sic,3.7474477._ r7rA H W 2 cn SHEET INDEX SHEET NAME v 03-LANDSCAPE L001 LANDSCAPE TITLE SHEET • L100 OVERALL SITE LANDSCAPE REFERENCE PLAN • L400 OVERALL SITE LANDSCAPE TREE PLANTING PLAN • L401 LANDSCAPE PLANTING PLAN DETAIL • L500 LANDSCAPE DETAILS • SURFACE TREATMENT LEGEND SURFACE TYPE GRAPHIC ID Concrete Pavement Lawn -Low Maintenance Mix-Seeded-MNDOT #25-131 ' Native Prairie Seed Mix -Iowa CP2 Shortgrass , / /' /%;��� Native Seed-Rim/Wet Stormwater Mix -Iowa CP23-25 Planting Areas Rock Mulch #1 PLANTING LEGEND SYM COMMON NAME SCIENTIFIC NAME TREES Coniferous Tree BLACK HILLS SPRUCE Picea glauca densata Deciduous Tree a . 1, NORTHWOOD MAPLE Acer rubrum 'Northwood' ill AUTUMN BLAZE MAPLE Acer x freemanii 'Autumn Blaze' , COMMON HACKBERRY Celtis occidentalis ±� C COMMON HACKBERRY.1 Celtis occidentalis ' KENTUCKY ESPRESSO COFFEETREE Gymnocladus dioicus 'Espresso-JFS' WHITE OAK Quercus alba WHITE OAK.1 Quercus alba affiL vp HARVEST GOLD LINDEN Tilia mongolica 'Harvest Gold'(PP12,232) TN RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN 0 100' 200' 300' PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL CITY SUBMITTAL 05/20/2024 LANDSCAPE TITLE SHEET 5/17/2024 2:51:35 PM OVERALL SITE LANDSCAPE CONTEXT PLAN 1" = 100'-0" L001 Page 106 of 459 GENERAL NOTES 5/17/2024 2:51:41 PM E. I i I I I I I fi III III \ I \ v / / \ i — — — i / G).-/-{✓ /'•,✓ ✓; ,y i -✓= � -- -r ,,- >�, •F;- •r' y.- ,! -l• a r' -i -i, - /- - r 40Ir ;2-Aire AOLVAiraer ✓ / - /4,•y�_..- i ✓• -„� ,-r ,y, /• -• %` ✓ l- -, ,y'. - r•'• •i .y, - ,, -v. i: • ' �9s-, •, y �:-, - -.Y,• Y; - G�i': 4Y©���JC OAa�r' 1n111 ", ,,1 f- ✓- , ./. .�. - r, Y-' •.�•. ✓ , .!• y. / ,r-> .,l',-% i ,•,o ✓ �fy/ � ." 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C Lawn -Low Maintenance Mix-Seeded-MNDOT #25-131 ' - / / / j //f .,/ j LL Native Prairie Seed Mix -Iowa CP2 Shortgrass // ////// // / NP Native Seed-Rim/Wet Stormwater Mix -Iowa CP23-25 / / //,%+ ¢ % / NW Planting Areas PA Rock Mulch #1 >,-CzsC 6-C - R1 TN RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN 0 60' 120' 180' PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL Q— G k'qm" QO CITY SUBMITTAL 05/20/2024 OVERALL SITE LANDSCAPE REFERENCE PLAN L100 Page 107 of 459 i 1 I II I r II I I I 111111 IIIII 11 II II III III 11 1 111 I II 11 1I I I 1 I I I , ,1 / 1 1 tIFL 1 111 11 I QA it \ - _GD \- -411 QA.1 CO.1, o • I / 1 I I I l / pi 1 ---//// \\ \<NI Itilki::-12g. / , I AR '_,__ __, GD GD GD AR �' _ u \I PG 2 2 2 2 • 2 dlINIIi. _��: // VOA'G / ` I . °° lao�aoc000a _a t oao.G�o6�o f1 1 � 11`y`y`yy N , ,1 I I �, I \` I III III AR GD 1 3� IIII 1 TM I i I. i' �� �- / 1 11 N ,,ti L401 .000 III 111 1 1 II , II V S -� TM �a 000 00000, 1 I I I '\\ 1 11 111 111 1I I� QA � / 1 1,1 1( 010) /I III � ✓' , F III ,_ '/_/../ 414 IM4 Il If .0 ,v.„ III 1 1 , , 1 7 IIII 1 I 1 -1 �, I 1 II. 11 1 L ,r44 441/' 1 A. 1 ," \ , \ , . --,,,y ____,. \ , _ 4,,f, / i 1 III AF 1, Il _ ......_ / - ._ , 1 / 1 I( 1 11 / / I i PG 1 P��: r pp- ,� ; . ;�' ,, ,------ F v / ;' � ®®� , �' ' ' 11 ;' / ,% ;' ,�� ; / Al PiLti! LJI \ I 1 1 / i rA lir � vrr�.I.®r®Im rAIFArIeEAVI aAo_0lar5_4loAlo:l_0.10,7r 1 /t rAAr.00l / ' / ✓. ' A . _ WAYAFAINF . - M�I1�®���'- . ®�i®®®.�®®i®m r / „c _ �/ i WW. ��r�r�.�®�®r�w�®�eNs� - - - I :ems A��lO�ssA/ s�s�� s�a>�s /i:rW>r.I�sdssIs�M�s 4oL„gfoIru1rA1, ®®®® ®®®®® rv®®®®®®®ter®® I _„r_o,r_ _ , �i��ii�/%�Mil��iii�% MIIS EiWIAilP's� r,AcAIalS I �' ' � /' aw .® wrn. 2 if Appregairririrr inMAatIAc1r, 0y,.,TioApNz0,,tWrhr.iAW,Wo,.A.OPrW..p.s..LIg... 01411r: / Itirlartir ue' '' '' � �r ,/, � l�siriew�ws�i��c�s'���+�►i ®®� /, . e�m-si�A�s�:.s// / +' // /+- /,-1` �.®®ues �, / �1 ► , , ft. ' / , + , :+�'ro s`s-+� �' + / ' /' ` ��� s��®vim /' ,+ /' ,' / ' ' ' -P�i�� _.-- ,, /,, r/ -_�. / is- �-_/., . ®P®.III- - - it e ?�•�l•!-�►0a�!WAWA*, 4Cdift10'A + /' ' t/ /+ ' '. 71- �' yr ���®'>� _ , ,+ r / / ��.®�®�®®ram ��s►o®i�:w --.a.'°>® ' /' / / /+/' + ' / + ' / / /' +' /' ' /+ "ZIP / / / IIII----��---_-___ AlleH"Pajr*alral 271trillipA_uwizerf:401197:7L7:04,41....f.4":74,,,__ if ,Ar., _ - - - 41 ® •� ®s�+��d�di !°4. �� l�s;r>= �/ r,, ti.o '®-.�r��� '��®' ri.reea.,4rs.eg.-r..ft.xciw,rrroew,g rwfmgrpAj. :.,f*_r.4...i0-f..t�••,sr i �afwr �r®.. - - /2Afterairreirwir- ��� - _ - - moo® s`/ - - - '�-.-���,,��* - _ - - �- ' ��,I .f 1�„ ,- ,- ' Ce ��- - - - �_ = - �.11. 7 / 1 1 OVERALL SITE LANDSCAPE TREE PLANTING PLAN L400 1" = 60'-0" GENERAL NOTES 1. SEE SHEET L401 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2. ONLY TREES ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY PLANTING NOTES 1. REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2. REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3. THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE SUBCONTRACTOR. THE LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4. THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5. ALL TREES AND SHRUBS SHALL RECEIVE 4" OF SHREDDED HARDWOOD MULCH. 6. ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND IRRIGATION. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS AND AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. AREAS RECEIVING NATIVE SEED SHALL BE ON A DEDICATED IRRIGATION ZONE. LANDSCAPE CALCULATIONS TOTAL SITE AREA: 1,025,267 +/- SF TOTAL LANDSCAPED AREA: 441,154 SF (43% OF TOTAL LOT AREA) LANDSCAPED AREA: POINTS PER SQUARE FOOT: 35% or more .015 30% 25% 20% 15% 10% or less .02 .025 .03 .035 .04 TOTAL POINTS REQUIRED: 6,617 (441,154 SF x .015) TOTAL POINTS PROVIDED: 6,669 (4,830 + 1,839) TREES: 1. Minimum 65% of all required points shall be achieved through tree plantings. Required Points from trees: 4,301 (6,617 x .65) Provided Points from trees: 4,830 (3,550 + 1,280) 9 Evergreen @ 6 ft 19 Overstory @ 3" 14 Overstory @ 2.5" SHRUBS/PERENNIALS: Provided Points from plantings:1,839 STREET TREE PLANTING: (80 pts): (90 pts): (80 pts): 720 pts 1,710 pts 1,120 pts 3,550 pts Minimum of 1.5 points per linear foot of street frontage must be met through the provision of trees. Applicable Frontage: Newell Street: 801.5 LF Required Points: 1,202 pts (801.5 x 1.5) Provided Points: 1,280 (480 + 800) 6 Evergreen @ 6 ft (80 pts): 10 Overstory @ 2.5" (80 pts): 480 pts 800 pts 1,280 pts VEHICULAR USE AREA: 1. Points required per SF of vehicular use area shall be placed within islands in the vehicular use area or within 5' of the perimeter. There shall be .04 points per SF of vehicular use area. Vehicular Use Area: 30,875 SF Required Points: Provided Points: PLANT SCHEDULE 1,235 pts (30,875 SF x .04) 1,290 pts (900 + 390) 10 Overstory Tree @ 3" (90 pts): 39 shrubs @ #5 cont. (10 pts): 900 pts 390 pts 1,290 pts SYM QTY ID I COMMON NAME TREES Coniferous Tree SCIENTIFIC NAME I MATURE PLANTING SIZE HEIGHT/WIDTH COMMENTS �15 gilt PG BLACK HILLS SPRUCE Picea glauca densata '6' B&B 35722' 80 pts 15 Deciduous Tree O5 + AR NORTHWOOD MAPLE Acer rubrum 'Northwood' 3" B&B 50'/35' 90 pts � Vri 3 AF AUTUMN BLAZE MAPLE Acerxfreemanii 'Autumn Blaze' 2.5" B&B 55'/35' 80 pts +j 2 CO COMMON HACKBERRY Celtis occidentalis 2.5" B&B 55740' 80 pts + 5 CO.1 COMMON HACKBERRY.1 Celtis occidentalis 3" B&B 55'/40' 90 pts a° 10 GD KENTUCKY ESPRESSO COFFEETREE Gymnocladus dioicus 'Espresso-JFS' 3" B&B 50740' 90 pts 6 QA WHITE OAK Quercus alba 2.5" B&B 60760' 80 pts 4 QA.1 WHITE OAK.1 Quercus alba 3" B&B 60760' 90 pts 10 8 TM HARVEST GOLD LINDEN Tilia mongolica 'Harvest Gold'(PP12,232) 2.5" B&B 35725' 90 pts 43 SHRUBS Coniferous Shrub + 10 Jc SEA GREEN JUNIPER Juniperus chinensis 'Sea Green' #5 CONT. 5'/5' 10 pts 0 12 Jvg GREY OWL JUNIPER Juniperus virginiana 'Grey Owl' #5 CONT. 24"/4' 10 pts 22 Deciduous Shrub +F 30 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #2 CONT. 30"/30" 5 pts 0 19 Po AMBER JUBILEE NINEBARK Physocarpus opulifolius 'Jefam'(PP23,177) #10 CONT. 60"/48" 10 pts CII 39 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 373' 10 pts 6 Sxb ANTHONY WATERER SPIRAEA Spiraea x bumalda 'Anthony Waterer' #5 CONT. 374' 10 pts Op 5 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 676' 10 pts 99 PERENNIALS/VINES/GRASSES 0 5 Ep POWWOW WILD BERRY CONEFLOWER Echinacea purpurea 'Pas702917' #1 CONT. 24"/24" NA O 13 Hba BLUE ANGEL HOSTA Hosta'Blue Angel' #1 CONT. 36"/48" NA :� 13 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" NA I 27 Pf LITTLE SPIRE RUSSIAN SAGE Perovskia 'Filagran' #1 CONT. 24"/18" NA O 35 Rhi BLACK-EYED SUSAN Rudbeckia hirta #1 CONT. 30"/18" NA 93 Ornamental Grass 0 41 Cxa KARL FOERSTER FEATHER REED GRASS Calamagrostis x acutiflora 'Karl Foerster' #5 CONT. 48"/30" 10 pts 18 Hss SAPPHIRE BLUE OAT GRASS Helictotrichon sempervirens 'Saphirsprudel' #2 CONT. 24"/18" 5 pts TN RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN 0 60' 120' 180' PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL e c'P;c(z- Q�O CITY SUBMITTAL 05/20/2024 OVERALL SITE LANDSCAPE TREE PLANTING PLAN 5/17/2024 2:51:48 PM 59 L400 Page 108 of 459 erip AwititastrarAtirmitrdiar—AwareArAirgartrarstritardrirafoureedvarargeowtravais .� -. -_,✓ v •., ./_ ,s . ✓ ,�, , y /, � / - /_, ✓_� '�, . -, ,�`" ...� �. _✓ ,% r� ,•v �%, ',/� 'f.', r'-�= - ti�., saw:`., - �- wi, ArimardrAredI!� fir'" / urts, f 1 1 .lei s arrir �� � r _ ��� �� _ , , _ `� .��e" TI.��A�s�.�k�---trrJ��'`alir ������►�l1BGerso92vAAt-im;., 1 LANDSCAPE PLANTING PLAN DETAIL wer AmprAmforitireer -Tvamwr Air u •-sVVVVVVT+ 01:4zcr.'• — .-2 0 r. mlammgclgotlavg • oreorwrerfoo mo_ _ �f — 7 — = Ss \ 3— Jvg /r.,.,\ GENERAL NOTES 1. SEE SHEET L400 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2. ONLY SHRUBS ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY PLANTING NOTES REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2. REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3. THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE SUBCONTRACTOR. THE LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4. THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5. ALL TREES AND SHRUBS SHALL RECEIVE 4" OF SHREDDED HARDWOOD MULCH. 6. ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND IRRIGATION. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS AND AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. AREAS RECEIVING NATIVE SEED SHALL BE ON A DEDICATED IRRIGATION ZONE. PLANT SCHEDULE MATURE SYM QTY ID i COMMON NAME SCIENTIFIC NAME PLANTING SIZE HEIGHT/WIDTH COMMENTS TREES Coniferous Tree 15 PG BLACK HILLS Picea glauca densata '6' B&B 35'/22' 80 pts SPRUCE 15 Deciduous Tree 0 5 AR NORTHWOOD MAPLE Acer rubrum 'Northwood' 3" B&B 50'/35' 90 pts .4 3 AF AUTUMN BLAZE MAPLE Acer x freemanii 'Autumn Blaze' 2.5" B&B 55'/35' 80 pts O 2 CO COMMON HACKBERRY Celtis occidentalis 2.5" B&B 55'/40' 80 pts O 5 CO.1 COMMON HACKBERRY.1 Celtis occidentalis 3" B&B 55'/40' 90 pts 10 GD KENTUCKY ESPRESSO COFFEETREE Gymnocladus dioicus 'Espresso-JFS' 3" B&B 50'/40' 90 pts 6 QA WHITE OAK Quercus alba 2.5" B&B 60'/60' 80 pts 4 QA.1 WHITE OAK.1 Quercus alba 3" B&B 60'/60' 90 pts 0 8 TM HARVEST GOLD LINDEN Tilia mongolica 'Harvest Gold'(PP12,232) 2.5" B&B 35'/25' 90 pts 43 SHRUBS Coniferous Shrub 10 Jc SEA GREEN JUNIPER Juniperus chinensis 'Sea Green' #5 CONT. 5'/5' 10 pts 0 12 Jvg GREY OWL JUNIPER Juniperus virginiana 'Grey Owl' #5 CONT. 24"/4' 10 pts 22 Deciduous Shrub +F 30 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #2 CONT. 30"/30" 5 pts O 19 Po AMBER JUBILEE NINEBARK Physocarpus opulifolius 'Jefam'(PP23,177) #10 CONT. 60"/48" 10 pts 61 39 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 3'/3' 10 pts 6 Sxb ANTHONY WATERER SPIRAEA Spiraea x bumalda 'Anthony Waterer' #5 CONT. 3'/4' 10 pts 5 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' 10 pts 99 PERENNIALS/VINES/GRASSES 0 5 Ep POWWOW WILD BERRY CONEFLOWER Echinacea purpurea 'Pas702917' #1 CONT. 24"/24" NA 0 13 Hba BLUE ANGEL HOSTA Hosta'Blue Angel' #1 CONT. 36"/48" NA • 13 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" NA l� 27 Pf LITTLE SPIRE RUSSIAN SAGE Perovskia 'Filagran' #1 CONT. 24"/18" NA 0 35 Rhi BLACK-EYED SUSAN Rudbeckia hirta #1 CONT. 30"/18" NA 93 Ornamental Grass 0 41 Cxa KARL FOERSTER FEATHER REED GRASS Calamagrostis x acutiflora 'Karl Foerster' #5 CONT. 48"/30" 10 pts 18 Hss SAPPHIRE BLUE OAT GRASS Helictotrichon sempervirens 'Saphirsprudel' #2 CONT. 24"/18" 5 pts 59 TN RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN 0 10' 20' 40' 60' PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL O� Q- G �_ek+G) `z- O 0 CITY SUBMITTAL 05/20/2024 LANDSCAPE PLANTING PLAN DETAIL 5/17/2024 2:51:52 PM L401 1" = 20'-0" L401 Page 109 of 459 GENERAL NOTES 5/17/2024 2:51:54 PM w z 2 N TREE PLANTING DETAILS 1/2" = 1'-0" 4R i 12" TYP. II I VARIES PER PLAN PLANT SPACING 0.C. (SEE SCHEDULE) -TET-TET-TET-TmI � T�I 1 C SHRUB AND PERENNIAL PLANTING DETAILS GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE LANDSCAPE SUBCONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' © 120 DEGREE INTERVALS 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH OR APPROVED EQUAL FLAGGING; ONE PER WIRE SHREDDED HARDWOOD MULCH; 4" DEPTH -NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) TAMP SOIL AROUND ROOT BALL BASE FIRMLY W/FOOT PRESSURE SO ROOT BALL DOESN'T SHIFT EDGE CONDITION VARIES; (SEE PLANS) DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK -PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE SUBGRADE GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. PERENNIAL PLANT SPACING VARIES; (SEE PLANTING SCHEDULE) SHREDDED HARDWOOD MULCH; 4" DEPTH; (SEE SPEC) EDGE CONDITION VARIES PER PLAN PLANTING SOIL; 12" MIN. DEPTH UNLESS OTHERWISE NOTED; (SEE SPEC) SUBGRADE GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE LANDSCAPE SUBCONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE LANDSCAPE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS 8' 0" STEEL STAKE FLAGGING; ONE PER WIRE ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL SHREDDED HARDWOOD MULCH; 4" DEPTH -NO MOUNDING; 36" DIA. AROUND OUTER TRUNK; (SEE SPEC) PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) TAMP SOIL AROUND ROOT BALL BASE FIRMLY W/FOOT PRESSURE SO ROOT BALL DOESN'T SHIFT EDGE CONDITION VARIES; (SEE PLANS) DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK -PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE SUBGRADE PLANT SPACING O.C. (SEE PLANS AND SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SCARIFY BOTTOM AND SIDES OF PLANTING PIT PRIOR TO INSTALLATION GENERAL NOTES: • CONTRACTOR TO VERIFY SITE SLOPE CONDITIONS PRIOR TO PLANTING AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES WITH PLANTING METHODS INDICATED. • DIAMETER OF PLANTING HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL; SLOPE SIDE GRADUALLY. FLAGGING; ONE PER WIRE DOUBLE STRAND 14 GA. WIRE; 3' © 120 DEGREE INTERVALS KEEP MULCH RING 4" AWAY FROM TRUNK BASE 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP. �rl PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS; DO NOT OVER COMPACT. AFTER BACKFILLING POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. TREE PLANTING DETAIL ON SLOPE GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISHED GRADE, TYP. ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL 6" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, TYP. SHREDDED HARDWOOD MULCH; 3" DEPTH -NO MOUNDING; 36" DIA. AROUND OUTER TRUNK; (SEE SPEC) PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) ORIGINAL SLOPE SHOULD PASS THROUGH POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL, TYP. • CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE SHRUB PLANT SPACING VARIES; (SEE PLANTING SCHEDULE) SHREDDED HARDWOOD MULCH; 4" DEPTH, TYP. (SEE SPEC) EDGE CONDITION VARIES PER PLAN PLANTING SOIL; 18" MIN. DEPTH UNLESS OTHERWISE NOTED; (SEE SPEC) SUBGRADE SHRUBS TO SIT ON SUBGRADE 1/2" = 1'-0" L500 3/4" = 1'-0" • „441• " A, 114 IA -4A.4.4A6m, AAVi •••••A••�', ,I��:- ,fig''-�✓. 11 \ POLY EDGER DETAIL L500/ 1 1/2" = 1'-0" PLANTINGS; (SEE PLANS) ROCK OR HARDWOOD MULCH; 3" DEPTH (VARIES PER PLAN) GEOTEXTILE UNDERLAYMENT; (NOTE: NOT NECESSARY IF CONDITION IS HARDWOOD MULCH) HOLD MULCH 1" MAX BELOW FINISH GRADE OF LAWN FINISHED GRADE AND EDGE CONDITION VARIES;(SEE PLAN FOR CONDITION) COMMERCIAL GRADE PVC EDGING; COLOR 'BLACK' 1. LANDSCAPE SUBCONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. 3. LANDSCAPE SUBCONTRACTOR SHALL PROTECT EXISTING ROAD SURFACES, CURBS / GUTTERS, TRAILS, TREES, GRASSED SURFACES AND OTHER INSTALLED SITE AMENITIES DURING CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 4. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO HE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 5. ALL EXISTING TREES WITHIN LIMITS OF CONSTRUCTION AND NOTED TO REMAIN SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 6. B&B TREES AND SHRUBS ARE BALLED AND BURLAPED. 7. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE SUBCONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. 8. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 9. SUBCONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. 10. LANDSCAPE SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 11. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 12. LANDSCAPE SUBCONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO (2) CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLANTING SPECIFICATIONS 1. PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2. BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE. 4. MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 5. TREE STAKING: IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 7. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. 8. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9. EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING WITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA. PLANTING NOTES 1. NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE SUBCONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 5. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. 6. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 8. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 10. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. ACCEPTANCE & WARRANTY NOTES 1. LANDSCAPE SUBCONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE TIME OF FINAL OWNER AND CITY ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 2. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY PLANTED MATERIALS UNTIL THE TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 3. LANDSCAPE SUBCONTRACTOR SHALL PREPARE AND SUBMIT A A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF THE LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 4. LANDSCAPE SUBCONTRACTOR SHALL PREPARE AN AS BUILT DRAWING(S) OF LANDSCAPE INSTALLATION SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. IRRIGATION NOTES 1. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. 2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED ALL SOD/SEED, PLANTING AREAS -AT GRADE & RAISED, INCLUDING CONTAINER PLANTINGS INDICATED ON PLAN SHALL BE 100% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4. IT SHALL BE THE LANDSCAPE SUBCONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AREAS, AT GRADE AND RAISED PLANTED AREAS, INCLUDING CONTAINER PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE SUBCONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION A 05/20/2024 CITY SUBMITTAL CITY SUBMITTAL 05/20/2024 LANDSCAPE DETAILS 6. IRRIGATION SYSTEMS SHALL COMPLY WITH ALL CITY CODES & REQUIREMENTS. 7. IRRIGATION SYSTEMS SHALL COMPLY WITH EPA GUIDELINES FOR WATERSENSE SMART CONTROLLERS AND REQUIRED SENSORS. L500 Page 110 of 459 -1 1 1 1 1 1 0 VERIFY SHEET SCALE HERE 5/17/2024 2:56:13 PM EXTERIOR ELEVATION PAINT LEGEND PT 1: BLUE ACCENT PAINT PT 2: LIGHT GRAY PAINT PT 3: CHARCOAL GRAY PAINT (A ' B (C) F, (G) (H) 719'i 10" (N) 44'-11" 56'-0" 70'-0" 70'-0" 70'-0" 70'-0" 84'-0" 70'-0" 70'-0" 70'-0" 44'-11" 3 O2 - - _ A302 1 _ ----- ---- - --- -- A302 -T -- ---- --- .-- - .O. PRECAST ❑ ❑ _ ❑ U ❑ ❑ U 1 o I I I U ❑ 0 ❑ U I U n ❑ 40' 00" LEVEL 1 AH n _ :i `° " JI �0�� 1 w 1 w w 1 w w 1 w w I L. II +� 'I ,� J�L v L w w� w w± w, L - -, ul `, u 1 L KDOCK LEVEL �4 WEST ELEVATION - OVERALL -4'-0" ,A300 3/64" = 1'-0" 1 2 3 310'-0" (5 6 / T.O. PRECAST 4 1 40'-0" LEVEL 1 Ar- 3 SOUTH ELEVATION - OVERALL 0" O N (M) K O 719' H - 10" 300 �G) 3/64" = 1'-0" (E D (C) (I-3D 44' - 11" 70' - 0" 70' - 0" 70' - 0" 84' - 0" 70' - 0" 84' - 0" 56' - 0" 50' - 9" 70' - 0" / 50' - 2" 2 A30) L---- -� ( --- A301 - A303 � ---- (- ) 1 T.O. PRECAST A _ _ I ❑I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ SIGNAGE 40'-0" I!j1-lLEVEL,S 1 Li l` ) 2 EAST ELEVATION - OVERALL 300 3/64" = 1'-0" 0 ® U 310'-0" O 2 2 A303 1 T.O. PRECAST AL I V JIVHk, ❑ ❑ ❑ n ❑ 40'-0" I A 1 1 LEVEL 1 ii- 1 NORTH ELEVATION - OVERALL 0" 300 3/64" = 1'-0" RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION 05/20/2024 CITY SUBMITTAL EXTERIOR ELEVATIONS - OVERALL A300 Page 111 of 459 EXTERIOR ELEVATION PAINT LEGEND VERIFY SHEET SCALE HERE (0) 11 N() (M) K) (H) 51'-5" 51'-5" 51'-5" 51'-5" 51'-5" 51'-5" 51'-5" / 9'-11" 14'-0" 14'-0" 14'-0" / 14'-0" 14'-0" 14'-0" 14'-0" / 14'-0" 14'-0" 14'-0" 14'-0" / 14'-0" 14'-0" / 14'-0" y 14'-0" 14'-0" 14'-0" 14'-0" / 14'-0" 14'-0" 14'-0" / 14'-0" 14'-0" 14'-0" 14'-0" / / / / / 40'-0" / / / / / / / / / / / / 40'-0"� / / / / / / / 40'-01'KSF4 / / � (SF4) \%'(SF4)i�40'-0"� SF4 (� TYP. SF4 SF4 / � SF4 1.‘t I Q DIY rllr' \ 15 11 4' 7" 9' - 5" t 11 o 2" EJ Co ® I o i": : .1171 I b En • E01 3 EAST ELEVATION - ENLARGED PARTIAL 2 301 1/16" = 1'-0" (H) (G) Ei (D) (c) 6) T.O. PRECAST AL 40'-0" LEVEL 1 0" 51'-5" 1 51'-5" 1 51'-5" 1 51'-5" 1 51'-5" 1 51'-5" 1 51'-5" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 8'-9" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 13 -0" 1' - 0" SF4 le 40' - 0"0 � le 40' - 0" TYP.ID 40' - 0" 1 i A303 1 SF4 I SF4 V T.O. P ll o —= Iv SIGNAGE I o �� I I I 1 It IIII I II P in 1 I I I I KSF3) 2 EAST ELEVATION - ENLARGED PARTIAL 1 SF3) CSF3 > (SF3) CSF3 SF3 > ( SF1 RECAST fth 40'-0" LEVEL 1 301 1/16" = 1'-0" 6 4 1 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0" 11" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 4'-0" /i / // / / / (sF4) 40' - 0" / / SF4 / / / ®NP- / / (SF4) / 40' - 0" / SF4 / / / / / (SF4) 40' - 0" / / (SF4) / /� 11" iv o ♦ SIGNAGE 11 1 li Eo I0 o ♦ o /0rn\ /OCO\ ' SF2 RECAST fth 40'-0" LEVEL 1 o° PT 1: BLUE ACCENT PAINT PT 2: LIGHT GRAY PAINT PT 3: CHARCOAL GRAY PAINT *KEYNOTE LEGEND E01 HOLLOW METAL DOOR E14 PREFABRICATED METAL CANOPY WITH HANGER RODS E15 SCUPPER AND DOWNSPOUT E17 PREFINISHED METAL COPING WITH CONTINUOUS KEEPER RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION 05/20/2024 CITY SUBMITTAL EXTERIOR ELEVATIONS - ENLARGED 5/17/2024 2:56:25 PM (1 301 NORTH ELEVATION - ENLARGED 1/16" = 1'-0" A301 Page 112 of 459 EXTERIOR ELEVATION PAINT LEGEND VERIFY SHEET SCALE HERE (A) 51'-5" B 51'-5" (c) 51'-5" (D) 51'-5" E 51'-5" 51'-5" (G) 51'-5" (H) 19' - 11" „1' „,1 „,1 „,1 „,1 „,1 „,1 „,1 „,1 IT - V IT - V IT - V IT - V IT - V IT - V IT - V IT - V IT - V IT - V , - V IT - V IT - V IT - V IT - V IT - V IT - V IT - V IT -'. IT - V IT - V IT - V IT - V IT - V IT - V SF4 K 9 (SF4) CSF4 > ® CSF4 > E1 TYP. SF4 15 (SF4) (SF4) b. _. - ra U I iJ 1_ �J 1_ I I _L i i LJ 0. LJ LJ b = b _ ....- m 1 _ .0 o . m \ / ® a ® a ® ® a ® a © e o 1 it /\ �■ �_ // rn II WEST ELEVATION - ENLARGED PARTIAL 2 302 1/16" = 1'-0" (H) 51'-5" 51'-5" 51'-5" IEO 1 (k) 51'-5" 51'-5" (M) 51'-5" (N) 51'-5" T.O. PRECAST 40'-0" BLEAR HEIGHT 32'-0" LEVEL 1 )OCK LEVEL AL -4'-0" PT 1: BLUE ACCENT PAINT PT 2: LIGHT GRAY PAINT PT 3: CHARCOAL GRAY PAINT *KEYNOTE LEGEND E01 HOLLOW METAL DOOR E15 SCUPPER AND DOWNSPOUT E17 PREFINISHED METAL COPING WITH CONTINUOUS KEEPER (o) 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 9'-11" (SF4) (SF4) (SF4) (SF4) TYP. KSF4) SF4) (SF4) 2 WEST ELEVATION - ENLARGED PARTIAL 1 302 1/16" = 1'-0" 11 1 2 E01; 4 6 11" O 0o 0 T.O. PRECAST AL 40'-0" LEVEL 1 0" DOCK LEVEL AL -4' - 0" 60'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 0" 14'-0" 14'-0" 16'-0" 11" / / (SF4) / / / / (3F4) / / / SF4 / I' / / / SF4 / / / CSF4) / / / SF4 / 0 T.O.f N 00 O 0 RECAST 40'-0" LEVEL 1 AH 0" 7. RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION 05/20/2024 CITY SUBMITTAL EXTERIOR ELEVATIONS - ENLARGED 5/17/2024 2:56:38 PM SOUTH ELEVATION - ENLARGED 302) 1/16" = A302 Page 113 of 459 EXTERIOR ELEVATION PAINT LEGEND O VERIFY SHEET SCALE HERE 5/17/2024 2:56:44 PM 28'-11" T.O. PRECAST 40' - 0" SIGNAGE LEVEL 1 0" B.O. PRECAST -1'-0" PT 1: BLUE ACCENT PAINT PT 2: LIGHT GRAY PAINT PT 3: CHARCOAL GRAY PAINT *KEYNOTE LEGEND (A) 46'-0" 14'-0" 14'-0" 14'-0" 4'-0" L J i ♦ 0 N 0 0 N 0 N 0 O N T.O. PRECAST 40'-0" LEVEL 1 0" If RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM OWNER CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R KEY PLAN PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION 05/20/2024 CITY SUBMITTAL EXTERIOR ELEVATIONS - ENLARGED OFFICE A303 WEST ELEVATION - ENLARGED - OFFICE ENTRY 301/4" = 1'-0" 1 1 NORTH ELEVATION - ENLARGED - OFFICE ENTRY �A303 1/4" = 1'-0" Page 114 of 459 Schedule Symbol Label QTY Manufacturer Catalog Description Input Power WP1 15 COOPER LIGHTING SOLUTIONS - LUMARK (FORMERLY EATON) PRV-XL-PA4A-740-U- T4W PREVAIL AREA AND (4) 70 CRI, 4000K, WITH 24 LEDS AND ROADWAY LUMINAIRE 785mA LIGHT ENGINES TYPE IV WIDE OPTICS 245 8 S1 COOPER LIGHTING SOLUTIONS - LUMARK (FORMERLY EATON) PRV-XL-PA4A-740-U- T4W PREVAIL AREA AND (4) 70 CRI, 4000K, WITH 24 LEDS AND ROADWAY LUMINAIRE 785mA LIGHT ENGINES TYPE IV WIDE OPTICS 245 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 2.2 fc 5.0 fc 0.8 fc 6.3:1 2.8:1 Note 1. FIXTURE MOUNTING HEIGHT AS NOTED ON DRAWINGS. S1@33' S1@33' S1@33' S1@33' S1@33' S1@33' @33' WP1 @ 30' @30' @ 30' WP1 @ 30' @ 30' WP1 @ 30' WP1 @ 30' WP1 @ 30r WI w P1@30' !P1 @ 30' WP1 @ 30' WP Plan View WP1 @ WP1 @ 30' 30' Designer WL Date 05/17/2024 Scale 1" = 40'-0" Drawing No. Summary Page 115 of 459 STORM WATER MANAGEMENT PLAN TVS Waterloo Warehouse Waterloo, Iowa S-H Project # 224000610 May 20, 2024 I hereby certify that the portion of this technical submission described below was prepared by me or under my direct personal supervision. I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signature: Name: LOU C. HARDIN, P.E. Date: License Number: 25320 My license renewal date is December 31, 2025. Pages, sheets, or divisions covered by this certification: All sheets Prepared by SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G 4125 Westown Parkway, Suite 100 — West Des Moines, Iowa 50266 Page 116 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 1 of 7 I. Project Description An existing 34.6-acre property has been subdivided into two lots, here -in referred to as Area A and Area B. The proposed project involves the development of Area A, and the establishment of release rates for Area A and Area B. Detention is proposed for Area A, but detention has not been designed for Area B at this time. The purpose of this report is to document design of stormwater improvements related to the development of Area A and to establish a future allowable release rate for Area B. The project is the proposed development of a 23.6-acre site for commercial use (Area A). The project will include a 225,000 square -foot warehouse, associated parking and driveways, and allowance for potential future expansion of the warehouse facilities. The City of Waterloo requires that any new development use structural best management practices manage water quality and quantity for stormwater runoff. Management of water quality requires 100% retention or infiltration of the Water Quality Volume (WQv) in accordance with the Iowa Stormwater Management Manual. Additionally, rainfall runoff for storms greater than the WQv up to the 100-year event must be released at or below the five-year undeveloped release rate. A curve number of 58 is assumed when calculating peak flows for the undeveloped state, based on Meadow land use and a hydrologic soil group type of B. The detention practices outlined in this report will be sized to accommodate possible future expansion of impervious area on the South side of the site, which may occur if the owner chooses to expand the warehouse. The existing site is composed of three sub -watersheds that drain to three different outlet locations. One outlet is located on the southwest corner (EX DA 1), the second is located on the south side of Area A (EX DA 2), and the third is located on the east side of Area B (EX DA 3). Additional area (Area B) beyond the extent of the proposed site is considered in this report, since the areas are owned by the same developer and the areas are contiguous. This report establishes release rates for both areas, but only includes detention calculations for the Area A, as Area B is not being developed at this time. Drainage patterns are described more in depth further in this report. Table 1. General Watershed Overview Drainage Area Name Unit Area EX DA 1 (West) acres 9.4 EX DA 2 (South) acres 6.9 EX DA 3 (East) acres 16.8 II. Summary of Project Impacts All storm events up to the 100-year event will be managed using a wet detention pond located on the West side of the site. The outlet of this pond will provide extended detention of a 1.25" WQv event, and will control release rates in the 5, 10, and 100-year storm events to below the pre -developed rates resulting from similar storms in the pre -developed condition. Page 117 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 III. Pre -Project Conditions Page 2 of 7 A. Soil Conditions a. Soil Types and Hydrologic Soil Groups According to the USDA web soil survey, soil on the proposed site is predominantly Flagler Sandy Loam of Hydrologic Soil Group A. However, the existing and proposed conditions were modeled assuming Hydrologic Soil Group B, since the Curve Number for meadow with Type A soil is below the recommended threshold for the SCS Curve Number Method. See attached for a soil map obtained from USDA Web Soil Survey. B. Site Conditions Both Area A and Area B are currently and have historically been used for row crop production. Historical aerial images indicate that agricultural land has been the typical vegetative cover since at least the 1930's. A WOTUS delineation was performed in April 2024 to identify the presence of Waters of the United States on site. Features were identified in two locations. Wetlands were found to exist on the West side of Area A and on the East side of Area B. No impacts are planned to either feature at this time. C. Topography and General Drainage Patterns The existing site is very flat, with an average slope of 2.5%. Three sub -watersheds were identified within the 34.6-acre property. One of these sub -watersheds (EX DA 1) drains to an existing waterway on the West side of the site, where it continues to flow Southwest. The second sub -watershed (EX DA 2) drains South to the railroad Right -Of -Way, where it pools and eventually flows West to combine with runoff from the first sub -watershed. The final sub -watershed (EX DA 3) outlets on the East side of Area B to an existing parking lot used to stage John Deere machinery. Existing watersheds and drainage patterns are shown in the attached exhibit EX01. D. Existing Streams and Floodplains a. Streams or Drainageways Passing through Site A WOTUS delineation was performed in April 2024 to identify the presence of Waters of the United States on site. Features were identified in two locations. Wetlands were found to exist on the West side of Area A and on the East side of Area B. No impacts are planned to either feature at this time. b. FEMA FIRM Panel Information The FEMA floodplain map indicates a regulatory floodplain on the west side of Area A. Development within the 100-year floodplain is not planned at this time, in order to avoid the need for a floodplain permit. E. Historic (Natural) Site Conditions Prior to settlement, this site would likely been tall grass prairie. Local requirements establish a maximum value of 58 to be used for Curve Numbers to represent natural site conditions. F. Existing Site Conditions Area A and Area B are currently in row -crop agriculture. Page 118 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Table 2. Pre -Developed Site Conditions Parameter EX DA 1 EX DA 2 EX DA 3 Area (acres) 9.4 6.9 16.8 Meadow (HSG B) 58 58 58 TOC (Minutes, Meadow) 37 37 54 G. Contributing Off -site Drainage No off -site areas contribute to Area A or Area B at this time. IV. Proposed Site Conditions Page 3 of 7 A. Overall Site Properties The development of the project site will include construction of a 225,000 SF building, and associated parking, driveways, and utilities. The majority of the site will be designed to drain to storm sewer, which will convey drainage to a detention pond on the West side of the site. A total of 427,500 SF of impervious surfaces are planned to be installed at this time. Future expansion is anticipated south of the proposed warehouse. Therefore, additional imperviousness has been assumed for the area draining to the pond in order to account for any development that may happen in the future. A total impervious area of 647,500 sf has been accounted for at this time, 630,000 sf of which is assumed to drain to the pond. For the purpose of calculating runoff potential for peak flows, the proposed pond surface area is considered to be impervious. However, the pond area is not included as impervious in the WQv calculations. Table 3, below, summarizes the areas and Curve Numbers associated with Area A and Area B. Tables 4 and 5 summarizes areas and Curve Numbers for the areas that will ultimately be accounted for with the proposed detention on Area A and future detention with Area B. Table 3. Proposed Site Conditions Based on Property Lines Parameter Area A Area B Lawns or Open Spaces (CN=61) 5.2 0 Row Crop, SR + CR (CN=75) 0 9.6 Pond (CN=98) 3.5 0 Impervious Surfaces (CN=98) 14.9 0 Total Site Area (acres) 23.6 9.6 Curve Number 84 75 Table 4. Proposed Drainage Areas to West Boundary (Area A) Drainage Area Name Area (acres) CN DA 1 1.3 61 DA 3 20.6 87 DA 4 1.5 61 Total Area 23.4 84 Page 119 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Table 5. Proposed Drainage Areas to East Boundary (Area B) Drainage Area Name Area (acres) CN DA 2 1.6 81 DA 5 8.2 75 Total Area 9.8 76 Page 4 of 7 B. Direct Discharge Areas There are two direct discharge areas on the project site: DA 1 and DA 2. DA 1 represents 1.34 acres on the West side of the site that will sheet flow off of the project site and drain into the existing drainage way. Runoff from this area will count against the allowable release rate for the pond associated with Area A. DA 2 consists of 1.45 acres on the North and East sides of the site that will sheet flow off of the site either into the existing ditch along Newell Street or onto Area B. Since this area drains toward Area B, DA 2 will ultimately count against the future release rate of Area B. Both of these direct discharge areas are primarily open space with, with DA 2 having a small amount of impervious area. Table 6. Direct Discharge Summary Parameter Unit DA 1— West (Area A) DA 2 — East (Area B) Direct Discharge Area acres 1.3 1.6 Lawns or Open Spaces acres 1.3 1.2 Impervious Surfaces acres 0.0 0.4 Impervious % % 0 25 Curve Number 61 81 Time of Concentration minutes 5 5 V. Stormwater Modeling Information A. Stormwater Model(s) Used SewerGEMS Version 10.04.00.158 was utilized for stormwater modeling. Thhe SCS method was used for the computation of hydrographs, as well as to determine the existing and proposed stormwater runoff values for the site. B. Parameters a. Time of Concentration The time of concentration was calculated using SCS methodology for sheet flow, shallow concentrated flow, and open channel flow. T b. Rainfall Distribution MSE 4 (Midwest and SE Regions) rainfall distributions were used, as recommended in Iowa SUDAS figure 2B-5.03. c. Precipitation Depths Rainfall depths were obtained from Iowa Statewide Urban Design and Specification manual, for Section 3 for the state of Iowa. MSE 4 (Midwest and SE Regions) rainfall distributions were used. Page 120 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Table 7. Design Rainfall Values Storm Event Rainfall 1-year 2.63 2-year 3.04 5-year 3.78 10-year 4.48 25-year 5.56 50-year 6.48 100-year 7.48 Page 5 of 7 C. Release Rate Calculations Local requirements in Waterloo require that peak runoff rates for the proposed 5, 10, and 100-year storm events do not exceed natural conditions created by the same storm events in the pre -developed condition. There are three existing discharge points on the site, one of which discharges to the West side of the site (EX DA 1), one to the South (EX DA 2), and one to the East (EX DA 3). Runoff from EX DA 2 ultimately drains to the Southwest corner of Area A. Therefore, for determining the allowable release rate for Area 1, runoff from EX DA 1 and EX DA 2 are combined. The allowable release rate for Area B is based on runoff from EX DA 3. Table 8, below, summarizes Pre -Developed release rates for Area A and Area B. Table 8. Pre -Developed Release Rates Storm Event EX DA 1 EX DA 2 EX DA 3 Area A Pre- Developed Peak Flow (cfs) (1+2) Area B Pre - Developed Peak Flow (cfs) (3) 5-Year 2.74 2.01 3.91 4.75 3.91 10-Year 4.92 3.61 6.95 8.53 6.95 100-Year 17.64 12.95 24.89 30.59 24.89 The allowable and proposed release rates for Area A are summarized in Table 9, below. Table 9. Proposed Release Rates - Area A Rain Event Area A Pre- Developed Peak Flow (cfs) DA 1 Peak Direct Discharge (cfs) Pond 1 Allowable Release Rate Pond 1 Release Rate (cfs) Allowable Release Rate Less Pond Release Rate (cfs) 5-Year 4.75 0.62 4.13 2.88 1.25 10-Year 8.53 1.41 7.12 4.06 3.06 100-Year 30.59 2.30 28.29 11.03 17.26 When Area B is developed, the allowable release rates for the basin, less any direct discharge flows should be based on the Pre -Developed peak flows listed in the table below. Page 121 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Table 10. Future Proposed Release Rates — Area B Page 6 of 7 Rain Event Area B Pre- Developed Peak Flow (cfs) Peak Direct Discharge (cfs) Pond Allowable Release Rate Pond Release Rate (cfs) Allowable Release Rate Less Pond Release Rate (cfs) 5-Year 3.91 10-Year 6.95 100-Year 24.89 D. Outlet Structure The outlet structure is proposed as a 3'x3' SW-513 inlet box with an invert elevation of 875.50. A low -flow orifice will be notched into the side of the box at 875.50. This opening will be 0.5' tall and 2' wide, for an open area of 1 square foot. This opening provides control of small storms, as well as 24-hour drawdown of the Water Quality Volume. At elevation 876.00, a 24" circular opening will provide large storm control. Above the 24" opening, the side openings will provide pass through capacity incase the lower stages are clogged. These openings will be set at 878.50 and will be 0.75' tall by 3' wide. The rim of the structure will be set at 879.75. The outlet structure will discharge to a proposed 18" culvert, which will discharge to the existing waterway in the SW corner of Area A. The normal water level elevation of the pond is 875.50. Highwater elevations for the pond during different storm events are shown below. Pond Storm Highwater Event Elevation 5-Year 10-Year 100-Year 741.61 741.94 742.24 An auxiliary spillway will be provided on the West side of the detention pond, and will be sized to pass the 100- year peak flow to the pond, including on -site and off -site flows. The crest elevation will be set at 880.00. The top of pond elevation is 882.00. Page 122 of 459 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Table 11. Release Rate Calculation Summary VI. Stormwater Management Approaches Page 7 of 7 A. Water Quality Volume The pond also manages the water quality volume, both by containing greater than twice the water quality volume in the permanent pool, and by providing extended detention of the water quality volume. Water quality volume calculations are shown below. WQv = Rv x 1.25in x A/12 A = Area of site (Acres) Rv = 0.05 + 0.009 x 1 Proposed Site: A = 1,019,232 sf I = Proposed Imperviousness (%) Impervious Area 630,000 sf A = 23.40 Ac I = 61.8% Rv = 0.05 + 0.009 x 1 Rv 0.606 WQv = Rv x 1.25in x A/12 WQv = 1.48 Ac*ft WQv = 64,339 cf When accounting for the 23.4-acres that drain to the proposed pond, the water quality volume is roughly 64,339 cubic feet. The permanent pool volume of the detention pond is over 1,000,000 cubic feet. The pond also provides extended detention of a water quality event by providing a drawdown time greater than 24-hours for the water quality volume. A 1.25" storm event results in a pond highwater elevation of 875.90. Following this event, the pond takes more than 48 hours to return to normal water level elevation. VII. Stormwater Conveyance Design Site storm sewer pipes were designed to convey the peak flow expected during a 5-year storm event without surcharge. Projected flows were computed using SewerGEMS software. Storm inlets were placed and sized to convey capture and convey drainage without surcharging in a 100-year event. All overflow routes are designed to reach the proposed detention basin. Page 123 of 459 APPENDIX Page 124 of 459 A. DRAINAGE EXHIBITS Page 125 of 459 A B C D F 3 1 I \ ) \ 1 • �I I 1 l 1\ 1 I J 1 I �/ \\ 1 f 1 I ,, l \ / / • / 1 / r < / / _ ________—__=,„- -,- - // �--/ /.1 / J) / /) _/ i _—/- 'J � \ \,,, \ = <\ l '\ 1� T _ — 5 ' II1L1 J I II \ l'' I\11 ) ' / / (1 / 1 � 4 'y'. — J'' -_lid /I /11 / / / 1 J f\ /' \ �� /- t // / / \ \ I / / \ / \ [ I�(\ / \ /r//,- / / . tllf \.11II , / I / r� 111(1 1 j • \I 11 / / / /ter 1 1 [ 1 A \ IP f 1 - / ,-1�//1/,"^ \/ °1 I I 1/) �� 4 \ \ I / /// / 1 1 / / 13\1, \ I I - - // - /-'� I)r'':..._ / -3 1 1 x l 11' I 1 I I / /_/ ) ^ / I / �� Ill I� \ I 1 . —\� ,I• l (P_ -- // /•� J j I`I j I I I !I)I /\/ // /— / I\ r III _ --- / / �/\ j I � / / (• 1, [ 1 /- < H/ V IIij // — --\ �J ` irrNTEW ST7146 ��,� \ `\> /--' —ter._— ��J\,.—/__-ter - =---_- - Vic. ,ems / / ^I /1, ‘,/-:J �1-1 • / 1//—\\ \I J \ / /I • •\I \ • i I I 1 h ti j i'tr • \ / \ • • \ 1 ^• \— \ \ 11 f/ • rl• • AREA = 6.933 ACRES 1III // - �_` /� CN = 58 1 r\ /! AREA = 9.44 ACRES %' r•� -I •/ // i v/1 (/J \ CN = 58 =i�� i� • / / ) / <177— r• . rl 7:1 \ I I )0 / /' [ i • } 1 '% yam/ l~ \ l y;f0� G%y�% _\ eao— J�) s / G�k \ / I 1 —• 2 w ▪ / \J ~` \ \\� Lt� NORTH 1 l / - ,,i'' �� rim♦ ,� /�JT \ ` _ _ _ I/ :• II' ' _ r_-= / ' \... % / i� gi rJ a ram° !\ (• ,�rr' /^� 9 l _ • \ \ 1 11 � \ 1/G �\^ \ _ / / � (` -- -. —._— - ��_1ssCLE IN FEET I I I 1 �� r [ • \ • __1 • • \ • \ 8 ! \ - ,I \} / `- \ \ 7 \ \ 1 1 i I )\ • (_ \ SITE A - PROPOSED SITE DA-2 2? ; AREA = 16.80 ACRES CN=58 / / // 1 • t\/ / IL 1 • II 'c-/ S'/,Li \. I J II 71 I 1 I If / \ • \ • • \ • J _ / 7J SITE B - FUTURE SITE • • \ < — / - _- \:moo\ _ ------ \ it 1 / it \^ \ 1\_--/ / \ / \ _ / \\ \ / Is 2 3 800.798.0313 I SHIVE-HATTERY.COM TVS WATERLOO WAREHOUSE Q3 ❑ 0 Q 0 0 0 0 Y 00 0 ❑ LL 0 U W Z Q FZ a X CC W0 EX01 ¶age "I Lb oT 459 B E _/ / \ r 1 ./ //r 1 1 )— //--1 °/,'. ( /,/ °I l I 1 / I I l y / / ,890,.,-- \ ' / ,' ! 1 / / I tl I' -/I // I I/ /_, / 1 /s ) ' 1 / / [ A I \1 / -- (J,i (I J i ' 1 111 I1/II / // (r�.s//J//�I j�/1 _ee/I 1 1II ��� \ llr\ //i (// \I/rll/ ,--- - - _ —:1) 1 j 111 f is \/ \ / / /'— I 1 11 / / III l 1 I I q' \ l i I .--s. 1 11 \ 1 l/ \ \Il I I \ \\ \ \ \ \ (1 \ \\ \ ) \ 1 I \ I \ \ I (/ I \\ 1\ 1 ( ) I ` 1 \ i \ \\\\ \ \ , \ \ \ 1 1 1 \ \ \. \ �` \ ) I -�— / / / I j / / /) // - -_,-- / / ( C \ . - / -_L _,. . / :1 \ \ \ .1.\\\ \\ —\ -. , 1\/\1 -",-, 1 1 \ / / / ( „-, - /� J I I 1 ✓ I I/ 1 1 I J 1( (1 (\ 1 _-• J/ r� /t / \�, �// /I 1 I 1 1/ (// // 11 r-"' // // / ///0 \\\\ 1 1 I 1 J / /J// // / I (\)\ \1)1 I / I / ( ,, / / \( (11 1 I / / /,/,/ ( r J11� ( I f C //l////\ / 1 DA-1 AREA = 1.34 ACRES CN=61 / \ I / \/ 1 �/ \ / \ / I / ✓ \a'' J 1 LI I /\ t \ AREA A RELEASE RATES CALCULATED HERE FOR BLUE AREAS / 1 \ (�> • \/' \ 1/4 I _ \r' II )( 11 /r—) 1 4,111 V ) 1-1 / 1` —'1 \ i/-- )-/ r —.�J ✓ (lam / ( �-\ / I ..._ c = =..____El,__ _.___, _,,,_,,,,__:, =2,,,;._/7._.=„_-:.:7_75,-: NEWELL ST � - Arlir%MIR -- — 888 1 ry sss :— --t(' i \1 SITE A - PROPOSED SITE DA-3 AREA = 20.59 ACRES CN = 92 DA-5 AREA = 8.18 ACRES CN=75 `v ( I\ ( L iJ I V SITE B - FUTURE SITE '\ , \ \ --'-‘ \\\\ l`8g0\ 2 \—, N. \/ \ I AREA B RELEASE RATES __cl ___ CALCULATED HERE FOR GREEN AREAS s3i �J i / \— _,1 7 / l I \ • / ▪ DA 4 I ^P� ,�� AREA = 1.45 ACRES /' CN 61 //\ r 7-5 \-\\:1 C\*. P1/427 / E / I \NORTH i fZG / _�\-, �/ — \/ I / ?��\ �\ \( /`--- / \l `_` ✓G��, .-�J (' iv—/� r / / / �l 1(`.��-------11�t_�— -‘1 800.798.0313 I SHIVE-HATTERY.COM •age "12 / OT 459 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment Individual Building Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name — Business Name if Applicable (please print): Ryan Companies Address: 533 South Third St. Phone: 319-270-3873 Fax: City: Minneapolis State: MN Zip: 55415 Email. aaron.bunge@ryancompanies.com b. Status of applicant: (a) Owner X (b) Other (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): Address: Phone: Fax: City: State: Zip: Email• 2. PROPERTY INFORMATION: a. General location of site plan to be amended: South of Newell Street, East of 937 North Elk Run Rd b. Legal description of property or portion to be amended: West half of the Northeast quarter of section 21, Township 89 North, Range 12 West of the 5th P.M., Blackhawk County, IA and the East half of the Northwest Quarter of section 21, Township 89 North, Range 12 West of the 5th P.M Blackhawk County, IA. c. Dimensions of proposed site plan amendment: North 801', East 1015', South 1076', West 1406' d. Area of proposed site plan amendment: 23.54 acres e. Current zoning: M-2 f. Reason(s) for site plan amendment and proposed use(s) of property: Warehouse g. Conditions (if any) agreed to (does not affect existing conditions unless specified): 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 site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. 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, 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. 05/20/2024 P128 of 459 Signature of Applicant Date Signature of Owner CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Director Finance Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Resolution authorizing fund transfers, as listed in Exhibit "A" as required by law. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Fund transfers as listed on Exhibit "A". NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Fund Transfers Resolution Schedule FYE24 Ex A Page 129 of 459 City of Waterloo June 30, 2024 Fund Transfers - Exhibit A TO FROM General Fund General Fund Trust & Agency Fund Trust & Agency Fund Debt Service Fund Tax Increment Financing Fund Debt Service Fund Sewer Fund Debt Service Fund Iowa Reinvestment District Fund Airport Fund Debt Service Grants Fund General Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund PURPOSE, PER STATE LAW Transfer Employee Benefits Levied in the Trust & Agency Fund to the General Fund Transfer Emergency Levy from the Trust & Agency Fund to the General Fund ACTUAL $ 10,772,100.00 $ 661,968.00 $ 11,434,068.00 Transfer TIF revenue to reimburse the TIF share of General Obligation Bond principal and interest $ 4,307,485.00 Transfer sewer revenue to reimburse the sewer share of General Obligation Bond principal and interest $ 2,078,596.00 Reimburse Debt Service Fund for reinvestment district funds received to be used to pay principal on the 2017C bond issue $ 176,597.00 $ 6,562,678.00 Error from prior Bond payoff and deposits not changed 308,090.00 Spent in ARPA from June 1, 2023-May 31, 2024 $ 1,311,116.02 Transfer TIF increment funds to reimburse for Business Park Survey in the San Marnan TIF district. Transfer TIF increment funds to reimburse for administrative expenses in the San Marnan TIF district. Transfer TIF increment funds to reimburse for property acquisition in the Rath TIF district. $ Transfer TIF increment funds to reimburse for administrative expenses in the Rath TIF district. $ Transfer TIF increment funds to reimburse for property aquisition in the Rath TIF district. Transfer TIF increment funds to reimburse for administrative expenses in the Crossroads TIF district. Transfer TIF increment funds to reimburse for property aquisition in the Northeast TIF district. Transfer TIF increment funds to reimburse for administrative expenses in the Northeast Site TIF district. Transfer TIF increment funds to reimburse for backbone design services in the Northeast Site TIF district. Transfer TIF increment funds to reimburse for administrative expenses in the Martin Road TIF district. Transfer TIF increment funds to reimburse for property cleanup in the Martin TIF district. $ 81,991.18 15,035.00 725,000.00 7,907.26 3,304.50 1,629.00 7,950.00 5,544.00 18,080.26 6,138.50 25,000.00 Page 130 of 459 City of Waterloo June 30, 2024 Fund Transfers - Exhibit A TO FROM PURPOSE, PER STATE LAW ACTUAL Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Transfer TIF increment funds to reimburse for property aquisition in the Martin TIF district. $ 403,402.93 Transfer TIF increment funds to reimburse for the installation of electric lines in the Leversee area in the East Waterloo Unified (Midport) TIF district. $ 34,265.82 Transfer TIF increment funds to reimburse for the design and construction of a sanitary sewer lift station project in the Leversee area in the East Waterloo Unified (Midport) TIF Capital Projects Fund Tax Increment Financing Fund district. Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Transfer TIF increment funds to reimburse for backbone design services in the East Waterloo Unified (Logan) TIF district. $ 61,259.26 $ 36,160.53 Transfer TIF increment funds to reimburse for the front footage water line project in the East Waterloo Unified (Midport) TIF district. $ 11,625.58 Transfer TIF increment funds to reimburse for administrative expenses in the East Waterloo Capital Projects Fund Tax Increment Financing Fund Unified (Midport) TIF district. $ 1,759.55 Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Transfer TIF increment funds to reimburse for property acquisition and an economic development grant for North Crossing in the East Waterloo Unified (Midport) TIF district. $ 1,000,000.00 Transfer TIF increment funds to reimburse for the design and construction of the Hyper Drive street project in the East Waterloo Unified (Midport) TIF district. Transfer TIF increment funds to reimburse for environmental expenses in the East Waterloo Unified (Logan) TIF district. Transfer TIF increment funds to reimburse for Gates Park renovation expenses in the East Waterloo Unified (Logan) TIF district. Transfer TIF increment funds to reimburse for property demolition in the East Waterloo Unified (Logan) TIF district. 73,538.78 23,223.00 $ 2,750,000.00 $ 39,700.00 Transfer TIF increment funds to reimburse for engineering at the Chamberlain site in the Capital Projects Fund Tax Increment Financing Fund East Waterloo Unified (Logan) TIF district. $ 48,276.92 Capital Projects Fund Tax Increment Financing Fund Transfer TIF increment funds to reimburse for administrative expenses in the East Waterloo Unified (Logan) TIF district. $ 29,107.88 Page 131 of 459 City of Waterloo June 30, 2024 Fund Transfers - Exhibit A TO FROM PURPOSE, PER STATE LAW ACTUAL Transfer TIF increment funds to reimburse for property acquisition and an economic development grant for North Crossing in the Capital Projects Fund Tax Increment Financing Fund East Waterloo Unified (Logan) TIF district. $ 1,000,000.00 Transfer TIF increment funds to reimburse for platting and design services in the East Capital Projects Fund Tax Increment Financing Fund Waterloo Unified (Logan) TIF district. $ 23,876.00 Transfer TIF increment funds to reimburse for economic development grant for D&K Hickory House in the East Waterloo Unified Capital Projects Fund Tax Increment Financing Fund (Logan) TIF district. $ 183,276.70 Transfer TIF increment funds to reimburse for administrative expenses in the University Capital Projects Fund Tax Increment Financing Fund Avenue TIF district. $ 5,067.00 Transfer TIF increment funds to reimburse for engineering and construction of University Capital Projects Fund Tax Increment Financing Fund Avenue in the University Avenue TIF district. $ 99,551.80 Transfer TIF increment funds to reimburse for property cleanup in the University Avenue TIF Capital Projects Fund Tax Increment Financing Fund district. $ 20,000.00 Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Capital Projects Fund Tax Increment Financing Fund Transfer TIF increment funds to reimburse for engineering expenses at the Weisman Steel Site in the University Avenue TIF district. Transfer TIF increment funds to reimburse for property cleanup in the Riverfront (Downtown) TIF district. Transfer TIF increment funds to reimburse for property acquisition and economic development grants in the Riverfront (Downtown) TIF District. Transfer TIF increment funds to reimburse for implementation expenses in the Riverfront (Downtown) TIF District. $ 2,299.00 $ 28,096.69 $ 614,802.08 $ 17,923.82 Transfer TIF increment funds to reimburse for an economic development grant for the CV Sports Courts in the Riverfront (Downtown) TIF District. $ 1,022,016.21 Transfer TIF increment funds to reimburse for engineering and construction at the Cedar River Marina in the Riverfront (Downtown) Capital Projects Fund Tax Increment Financing Fund TIF District. $ 5,294.10 Transfer TIF increment funds to reimburse for the Waterloo Community Playhouse relocation study in the Riverfront Capital Projects Fund Tax Increment Financing Fund (Downtown) TIF District. $ 2,625.00 Transfer TIF increment funds to reimburse for Whitewater design services in the Riverfront Capital Projects Fund Tax Increment Financing Fund (Downtown) TIF District. $ 150,230.00 Page 132 of 459 City of Waterloo June 30, 2024 Fund Transfers - Exhibit A TO FROM PURPOSE, PER STATE LAW ACTUAL Capital Projects Fund Tax Increment Financing Fund Subtotal - TIF Projects Only Transfer TIF increment funds to reimburse for administrative expenses in the Riverfront (Downtown) TIF District. $ 77,108.50 $ 8,662,066.85 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the San Marnan TIF district. $ 39,809.14 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the Rath TIF district. $ 29,317.57 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the Crossroads TIF district. $ 18,221.94 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the NE Site TIF district. $ 15,429.67 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the Martin TIF district. $ 20,409.05 Transfer TIF increment funds to reimburse for salaries in the East Waterloo Unified General Fund Tax Increment Financing Fund (Midport) TIF district. $ 37,295.10 Transfer TIF increment funds to reimburse for salaries in the East Waterloo Unfied (Logan) General Fund Tax Increment Financing Fund TIF district. $ 28,795.13 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the Schoitz TIF district. $ 913.77 Transfer TIF increment funds to reimburse for General Fund Tax Increment Financing Fund salaries in the University Ave TIF district. $ 12,873.24 Transfer TIF increment funds to reimburse for salaries in the Riverfront (Downtown) TIF General Fund Tax Increment Financing Fund district. $ 43,872.39 Subtotal - TIF Administration $ 246,937.00 Subtotal - TIF Projects & Admin $ 8,909,003.85 TOTAL TRANSFERS $ 28,524,955.87 $ Page 133 of 459 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 June 17, 2024 AGENDA ITEM TITLE Motion to approve Change Order No. 2 with WRH, Inc., of South Amana, Iowa, for a net increase of $108,092.58, in conjunction with FY 2023 Wastewater Treatment Plant Final Clarifier No. 2 Rehabilitation Project, Contract No.1067, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approve Change Order No. 2 SUMMARY STATEMENT AND BACKGROUND INFORMATION Motion approving Change Order No. 2 with WRH.Inc, of South Amana, IA, for a net increase of $108,092.58, in conjunction with FY 2023 Wastewater Treatment Plant Final Clarifier No.2 Rehabilitation , Contract No. 1067, and authorizing the Mayor and City Clerk to execute said document. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 134 of 459 ATTACHMENTS 1. CO 2EncI - To City Page 135 of 459 heAl STRAND ASSOCIATES® Exelle:ce in Engineering"'' June 4, 2024 CHANGE ORDER NO. 2 PROJECT: OWNER: CONTRACT: CONTRACTOR: Strand Associates, Inc.® 910 West Wingra Drive Madison, WI 53715 (P) 608.251.4843 www.stra nd.com F.Y. 2023 Wastewater Treatment Plant Final Clarifier No. 3 Rehabilitation City of Waterloo, Iowa 1067 WRH, Inc. Description of Change 2a Use skimmer arm assembly furnished by Owner instead (DEDUCT) of Contractor -furnished skimmer arm. Add replacement of existing skimmer arm wiper blade. These changes are in accordance with the Cost Proposal Request (CPR) 001 dated October 20, 2023, and Request for Change (RFC) 4 dated February 1, 2024. 2b Remove Allowance for Partial Depth Base Slab Repairs (DEDUCT) from Specifications Section 03 01 30—Concrete Surface Repair in accordance with RFC 5R-2 dated May 22, 2024. 2c Remove Allowance for Full Depth Base Slab Repairs (DEDUCT) from Specifications Section 03 01 30—Concrete Surface Repair in accordance with RFC 5R-2 dated May 22, 2024. 2d Remove Allowance for Chemical Crack Injection from (DEDUCT) Specifications Section 03 64 00—Crack Repairs in accordance with RFC 5R-2 dated May 22, 2024. 2e Add Base Slab Concrete Repair Lump Sum integral ADD with grout topping placement in accordance with RFC 5R-2 dated May 22, 2024. 2f Change the Final Clarifier Equipment Inspection and ADD Repair —Unidentified Repairs from $50,000.00 to $55,975.58 to add manifold seal repair plates in accordance with RFC 6 dated May 1, 2024, and Evoqua report dated February 28, 2024. 2g Extend Contract Substantial Completion and ADD Final Completion Dates by 35 calendar days in accordance with RFC 5 dated May 22, 2024. TOTAL VALUE OF THIS CHANGE ORDER: KPB:tII\S:\MAD\4400- 4499\4463\016\Construction\Change Orders\CO 2\CO 2.docx ADD ($6,553.80) ($9,000.00) ($32,000.00) ($10,000.00) $159,670.80 $5,975.58 $0.00 $108,092.58 Arizona j Illinois Indiana Iowa Kentucky I Ohio Tennessee I Texas Wisconsin Page 136 of 459 Strand Associates, Inc. City of Waterloo—WRH, Inc. Contract 1067, Change Order No. 2 Page 2 June 4, 2024 Contract Price Adjustment Original Contract Price Previous Change Order Adjustments Adjustment in Contract Price this Change Order Current Contract Price including this Change Order Contract Substantial Completion Date Adjustment Original Contract Substantial Completion Date Contract Substantial Completion Date Adjustments due to previous Change Orders Contract Substantial Completion Date Adjustments due to this Change Order Current Substantial Contract Completion Dates including all Change Orders Contract Final Completion Date Adjustment Original Contract Final Completion Date Contract Final Completion Date Adjustments due to previous Change Orders Contract Final Completion Date Adjustments due to this Change Order Current Final Contract Completion Dates including all Change Orders $842,000.00 $36,605.84 $108,092.58 $986,698.42 January 7, 2024 173 Days 35 Days August 2, 2024 February 6, 2024 171 Days 35 Days August 30, 2024 %% 0 � 1 pN�,i,; his document shall become a supplement to the Contract and all provisions will apply hereto. =a3 : RANDALL A. W I WRTZ 16137 °'= ��) • swir% U ANT Strand As ci es, Inc.®Date / ���fOtW& %��AP ;OMMEND CONTRACTOR—WRH, Inc. APPROVED CITY —City of Waterloo, Iowa KPRall`S:''MAD 4400--4499 4463 016'Conslruclio 'Change Orders CO 2 CO 2.docx 6X41 Date Date www.strand corn Page 137 of 459 Request for Change (RFC) Project: FY 23 Wastewater Treatment Plant Final Clairifier #3 Rehabilitation - Waterloo, la. RFC No. 4 DATE 02/01/24 Job No. 1419 Reference: RFQ # Location Contract No. A Change in the scope of work is indicated below and Owner's prompt approval or rejection of this authorization is requested so that the material may be purchased and to prevent any delay in field operations. Reason for Change: ( ) Design Request ( X) Owner Request ( ) Other ---- Explain ( ) Field Condition ( ) Suggested by Contractor 1) A) Credit for owner -provided skimmer arm, B) Cost of providing and installation of additional wiper blades. 2) It is requested that the completion date be; by 0 calendar days. ( ) extended ( X ) decreased 3) Basis of Payment: a) ( ) Firm price for performing this change along with attached supporting details is ( ) increased / ( X ) decreased by $6,553.80 b) ( ) Unit Price $0.00 c) ( ) Change to be performed per unit prices in Contract $0.00 d) ( ) The time required to prepare and agree upon a detailed estimate prior to proceeding with the change would unduly delay job progress. The following is an approximate estimate to assist Owner in determining whether or not change should be made. If notified to proceed, a detailed estimate in the form agreed upon, with supporting details, will be submitted after receipt of said notice. Approximate Estimate is ( ( ( (x $0.00 ) CHANGE WILL NOT BE MADE PROCEED ON THE FOLLOWING BASIS: ) Firm Price ) Estimate of Price ) Unit Price in Contract Comments: Submitted by: ( ) Time and Material ( ) Change in Completion Date ( ) No Change Tim Williams " Owner WRH, Inc. Date: 2/1/2024 Date: Page 138 of 459 FY 23 Wastewater Treatment Plant Final Clairifier #3 Rehabilitation - Waterloo, la. 02/01/24 RFC Calculation 1419 RFC # 4 Subcontractors Quantity Unit Unit Rate Line Total LS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Material: Net material Credit includes: Credit for owner provided Skimmer Arms Additional cost of additional skimmer blades 1.00 LS -$10,000.00 ($10,000.00) $0.00 $0.00 $0.00 $0.00 $0.00 Labor: (sorting materials and installation of additional skimmer blades) General Labor 16.0 Hr $79.50 $1,272.00 Skilled Labor 8.0 Hr $84.34 $674.72 Truck Driver Hr $87.35 $0.00 Equipment Operator Hr $91.40 $0.00 Foreman 8.0 Hr $95.40 $763.20 Superintendent 1.0 Hr $104.03 $104.03 Project Manager 1.0 Hr $182.75 $182.75 Equipment: $0.00 Field Truck Day $93.60 $0.00 Med. Duty Flatbed Truck Hr. $61.20 $0.00 Skid loader Hr $57.20 $0.00 Scissor Lift Hr $41.60 $0.00 Excavator (under 100 HP) Hr $83.20 $0.00 Excavator (100 HP +) Hr $135.20 $0.00 Crane Hr $282.54 $0.00 Dozer (small) Hr $98.80 $0.00 Dozer (large) Hr $130.00 $0.00 Sub -total Sales Tax on Material Contractor's Fee (Self -performed) Contractor's Fee (Sub -contracts) 0.00% 15.00% 5.00% ($7,003.30) $0.00 $449.51 $0.00 $0.00 ($6,553.80) Bond & Insurance 2.00% Total Proposed Change ($6,553.80) A) Credit for owner -provided skimmer arm, B) Cost of providing and installation of additional wiper blades. 2 of 2 Page 139 of 459 \hf/ Request for Change (RFC) Project: FY 23 Wastewater Treatment Plant Final Clarifier #3 Rehabilitation - Waterloo, Ia. RFC No. 5R - 2 DATE 05/22/24 Job No. 1419 Reference: RFQ # Location Final Clarifier #3 Contract No. 1067 A Change in the scope of work is indicated below and Owner's prompt approval or rejection of this authorization is requested so that the material may be purchased and to prevent any delay in field operations. Reason for Change: ( ) Design Request ( X) Owner Request ( ) Other ---- Explain 1) ( ) Field Condition ( ) Suggested by Contractor The BASE BID included the following Allowance #1: - Concrete Surface Repair- Top Slab surface Repairs Q�t rr Unit Price Allowance Total 10 CF $ 900.00 $ 9,000.00 Following multiple inspections of the clarifier floor, it was evident that much more of the existing floor needed to be replaced. WRH is requesting: - An additional Lump Sum Change Order item to cover the full extent of the floor repair. - With approval of this RFC, the project can draw from the current Allowances: - Allowance #1 Partial Depth Base Slab Repairs $ 9,000.00 - Allowance #2 Full Depth Base Slab Repairs $ 32,000.00 - Allowance #3 Chemical Injection Crack Repairs $ 10,000.00 $ 51,000.00 2) It is requested that the completion date be; by 35.00 calendar days. ( X) extended ( ) decreased 3) Basis of Payment: a) ( X ) Firm price for performing this change along with attached supporting details is (X ) increased / ( ) decreased by $159,670.80 b) ( ) Unit Price c) ( ) Change to be performed per unit prices in Contract $0.00 d) ( ) The time required to prepare and agree upon a detailed estimate prior to proceeding with the change would unduly delay job progress. The following is an approximate estimate to assist Owner in determining whether or not change should be made. If notified to proceed, a detailed estimate in the form agreed upon, with supporting details, will be submitted after receipt of said notice. Approximate Estimate is $0.00 ) CHANGE WILL NOT BE MADE PROCEED ON THE FOLLOWING BASIS: ) Firm Price ) Estimate of Price ) Unit Price in Contract Comments: ( ) Time and Material ( ) Change in Completion Date ( ) No Change Submitted . ,• •• -• • Tim Willi Owner WRH, Inc. Date: 5/22/2024 Date: Page 140 of 459 FY 23 Wastewater Treatment Plant Final Clarifier #3 Rehabilitation - Waterloo, Ia. RFC Calculation 1419 RFC #5R-2 Subcontractors Quantity Unit Unit Rate Line Total Roto Rooter - Cleaning 2.00 Day $0.00 Material: PCC Mix 106.00 CY $177.50 $18,815.00 At 2" thick & 105' diameter the planned grout quantity is 54 CY Floor grout and floor repairs used 160 CY Deducting for the planned 54CY grout course leaves a 106 CY overrun for floor repairs. Labor: Preparation, placing and curing partial depth PCC Mobilization - Straight Time 27.50 Hr $ 170.13 $4,678.58 Mobilization - OT 4.00 Hr $ 218.17 $872.68 Crane & Operator - Straight 24.80 Hr $ 252.55 $6,263.24 Crane & Operator - OT 3.50 Hr $ 303.83 $1,063.41 Mini w/ Breaker & Operator - Straight 66.50 Hr $ 163.14 $10,848.81 Mini w/ Breaker & Operator - OT 3.50 Hr $ 214.42 $750.47 Supervision - Straight Time 76.19 Hr $ 111.09 $8,463.95 Supervision - OT 9.00 Hr $ 166.64 $1,499.76 Labor - Straight Time 712.58 Hr $ 90.08 $64,189.21 Labor - OT 116.66 Hr $ 135.12 $15,763.10 Air Compressor 22.00 Hr $ 13.46 $296.12 Pump Truck & Operator - Straight Time 5.30 Hr $ 252.55 $1,338.52 Pump Truck & Operator - OT 2.98 Hr $ 378.83 $1,128.91 Jackhammer 1.00 LS $ 150.00 $150.00 $0.00 Sub -total $136,121.74 Sales Tax on Material 0.00% $0.00 Contractor's Fee (Self -performed) 15.00% $20,418.26 Contractor's Fee (Sub -contracts) 5.00% $0.00 $0.00 $156,540.00 Bond & Insurance 2.00% $3,130.80 Total Estimated Change $159,670.80 DOES NOT include costs for PRV's, core drilling, waterstop, welding, roughening the surface. ON Fri. 5/17/24 (the day of the grout pour) only 2/3 of the hours are included. 1/3 of the grout quantity used was for +/- 2" of grout topping included in the Base Bid. Labor & Equipment Calculation Confidential Page 1 Page 141 of 459 BENTON'S READY MIXED CONCRETE 725 CENTER STREET CEDAR FALLS, IA 50613 PHONE:(319) 266-2641 FAX:(319) 266-2693 over commitment amount 5/20 W R H , INC. apinvoices@wendlerinc.com *** INVOICE *** Customer No. 72700 Invoice Date 5/17/2024 Invoice Number 215861 Page 1 Job Id WWTP Clarifier # 3 Rehab PO / Lot # 14192304 Credit Terms NET DUE IN 30 DAYS Date Ticket Qty Description Price Amount 05/17/24 1 160.00 CY WRH SPECIAL GROUT 112.00 17920.00 05/17/24 1 160.00 EA HAUL RATE - 6.25 YDS + 60.00 9600.00 05/17/24 1 160.00 EA high range super plas. 5.50 880.00 THANK YOU FOR YOUR BUSINESS.... Sub -Total 28400.00 Invoices are available for email now. Notify the office, if you would like them emailed. Sales Tax- IA 7 .00 Invoice Total 28400.00 A discount of $800.00 if paid by discount 30 days- Net 30 days Page 142 of 459 Request for Change (RFC) Project: FY 23 Watewater Treatment Plant Final Clarifier #3 Rehabilitation - Waterloo, la. RFC No. Reference: RFQ # 6 DATE 05/01/24 Job No. 1419 Location Clarifier #3 Contract No. 1067 A Change in the scope of work is indicated below and Owner's prompt approval or rejection of this authorization is requested so that the material may be purchased and to prevent any delay in field operations. 1) Reason for Change: ( ) Design Request (X ) Owner Request ( ) Other ---- Explain ( ) Field Condition ( ) Suggested by Contractor Field inspection of the existing clarifier mechanism revealed the need for additional Metal manifold plates be added to the center column to keep debris out. As the existing allowance has been used, we respectfully request a change order to increase the allowance to cover this additional work. 2) It is requested that the completion date be; by 2 calendar days. ( X ) extended ( ) decreased 3) Basis of Payment: a) ( x ) Firm price for performing this change along with attached supporting details is ( x ) increased / ( ) decreased by $6,270.78 b) c) d) ( ( ( ) Unit Price $0.00 ) Change to be performed per unit prices in Contract $0.00 ) The time required to prepare and agree upon a detailed estimate prior to proceeding with the change would unduly delay job progress. The following is an approximate estimate to assist Owner in determining whether or not change should be made. If notified to proceed, a detailed estimate in the form agreed upon, with supporting details, will be submitted after receipt of said notice. Approximate Estimate is $0.00 ( ) CHANGE WILL NOT BE MADE PROCEED ON THE FOLLOWING BASIS: ( ) Firm Price ( ) Time and Material ( ) Estimate of Price ( ) Change in Completion Date (x ) Unit Price in Contract ( ) No Change Comments: ,. Submitted by: WRH, Inc. Approved by Tim William Owner Date: 5/1/2024 Date: Page 143 of 459 FY 23 Watewater Treatment Plant Final Clarifier #3 Rehabilitation - Waterloo, la. 05/01/24 RFC Calculation RFC # 6 Subcontractors Material: Additional Materials - Superior Welding Welding Materials Labor: General Labor Skilled Labor Safety Professional Foreman Superintendent Project Manager Equipment: Field Truck Skid loader Scissor Lift Excavator (under 100 HP) Excavator (100 HP +) Welder Dozer (small) Dozer (large) Sales Tax on Material Contractor's Fee (Self -performed) Contractor's Fee (Sub -contracts) Bond & Insurance Total Proposed Change Quantity Unit Unit Rate Line Total LS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sub -total 1.00 LS 1.00 LS $421.29 $421.29 $75.00 $75.00 $0.00 $0.00 $0.00 $0.00 $0.00 16.0 Hr $79.50 $1,272.00 Hr $96.08 $0.00 Hr $111.09 $0.00 16.0 Hr $105.09 $1,681.44 2.0 Hr $111.09 $222.18 2.0 Hr $195.17 $390.34 2.0 Day $93.60 $187.20 Hr $57.20 $0.00 16.0 Hr $41.60 $665.60 Hr $83.20 $0.00 Hr $135.20 $0.00 16.0 Hr $26.93 $430.88 Hr $98.80 $0.00 Hr $130.00 $0.00 $5,345.93 0.00% $0.00 15.00% $801.89 5.00% $0.00 $0.00 $6,147.82 2.00% $122.96 $6,270.78 2 of 2 Page 144 of 459 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Motion to approve Change Order No. 14 with Peterson Contractors, Inc., of Reinbeck, Iowa, in the amount of $120,120.00, in conjunction with FY 2020 University Avenue Reconstruction Phase 3 Project, Contract No. 971, 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 ATTACHMENTS 1. +Change Order #14 Page 145 of 459 Page 146 of 459 Jifrip CHANGE ORDER NO. 14 Owner City of Waterloo Date: 5/29/2024 Project University Avenue Reconstruction - Phase 3 Owner's Contract No. 971 Contractor: Peterson Contractors, Inc. Date of Contact Start 3/16/2020 Contract Amount: $ 14,387,651.08 You are directed to make the following changes in the Contract Documents. Description: 14-1 MOBILIZATION, SAN SWR WORK $ 4,000.00 /LS x 1 LS $ 4,000.00 14-2 SAN SWR GRAVITY MAIN, TRENCHED, 8" $ 70.00 /LF x 159 LF $ 11,130.00 PVC TRUSS 14-3 MANHOLE, SAN SWR, SW-301, 48" $ 7,500.00 /EA x 1 EA $ 7,500.00 14-4 CONNECT TO EXIST MANHOLE, SAN SWR $ 2,750.00 /EA x 1 EA $ 2,750.00 14-5 MANHOLE ADJUSTMENT, MAJOR $ 4,500.00 /EA x 1 EA $ 4,500.00 14-6 MOBILIZATION, WATER MAIN WORK $ 4,000.00 /LS x 1 LS $ 4,000.00 WATER MAIN, TRENCHED, DIP, 6", NITRILE 14-7 GASKETS, RESTRAINED JOINTS $ 70.00 /LF x 627 LF $ 43,890.00 14-8 FIRE HYDRANT ASSEMBLY PER PLAN $ 10,900.00 /EA x 1 EA $ 10,900.00 14-9 6" X 22.5 FITTING $ 825.00 /EA x 3 EA $ 2,475.00 14-10 6" X 45 FITTING $ 850.00 /EA x 1 EA $ 850.00 14-11 6" X 90 FITTING $ 875.00 /EA 1 EA $ 875.00 14-12 6" CAP $ 800.00 /EA x 1 EA $ 800.00 14-13 6" VALVE FITTING $ 4,750.00 /EA x 2 EA $ 9,500.00 14-14 SILT FENCE $ 3.00 /LF x 1900 LF $ 5,700.00 SEEDING, FERTILIZING, AND 14-15 HYDROMULCHING (URBAN) $ 4,500.00 /AC x 2.5 AC $ 11,250.00 TOTAL ADDITIONS $ 120,120.00 Reason for Change Order 14-1- These bid items includes all labor, equipment and supplies to construct the sanitary sewer and water main for the developable site north 14-15 of University Avenue and east of Black Hawk Creek. Silt fence and seeding items are for restoring areas disturbed by sewer and water CONTRACT PRICE CONTRACT TIME To Substantial To Final Completion Completion Original: $ 14,387,651.08 Original Completion Date: 11/19/2021 I 11/19/20211 Previous C.O.s (ADD/DEDUCT) $ 426,132.44 This C.O. (ADD/DEDUCT) $ 120,120.00 Revised Completion Date: Contract Price with all approved Change Orders: $ 14,933,903.52 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) 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: Owne ACCEP BY: Date Contractor (Authorized Signature) Date -2 r 6/10/24 Date AECOM 60630288 I 14 Project No. C.O. No. Page 147 of 459 www.petersoncontractors.com PETERSON CONTRACTORS, INC. 104 Blackhawk Street P.O. Box A Reinbeck, Iowa 50669 Phone: 319-345-2713 Fax: 319-345-2991 QUOTE J8633 Weisman Water & Sanitary SPECIAL PROVISIONS: 1. Please refer questions to Chris Fleshner at (319) 415-5212. 2. PCI assumes the Sanitary Tie-in will be 14' or less and a standard connection. All other work will be considered extra. 3. PCI assumes that all items will be measured for final payment. 4. PCI excludes all Traffic Control if required. 5. PCI assumes all work can be completed without having to remove existing features such as trail. ITEM # DESCRIPTION UNIT TYPE QUANTITY UNIT PRICE TOTAL AMOUNT 1 Sanitary MOB LS 1.000 $4,000.00 $4,000.00 2 8" Sanitary Sewer LF 159.000 $70.00 $11,130.00 3 Sanitary Manhole EA 1.000 $7,500.00 $7,500.00 4 Sanitary Connect to Existing EA 1.000 $2,750.00 $2,750.00 5 Sanitary Manhole Adjustment EA 1.000 $4,500.00 $4,500.00 6 Silt Fence LF 400.000 $3.00 $1,200.00 7 Seeding AC 1.000 $4,500.00 $4,500.00 Sanitary Subtotal - $35,580.00 11 Water MOB LS 1.000 $4,000.00 $4,000.00 12 6" Water Main LF 627.000 $70.00 $43,890.00 13 Hydrant Assembly EA 1.000 $10,900.00 $10,900.00 14 6" x 22.5 Fitting EA 3.000 $825.00 $2,475.00 15 6" x 45 Fitting EA 1.000 $850.00 $850.00 16 6" x 90 Fitting EA 1.000 $875.00 $875.00 17 6" Cap EA 1.000 $800.00 $800.00 18 Silt Fence LF 1,500.000 $3.00 $4,500.00 19 Seeding AC 1.500 $4,500.00 $6,750.00 20 6" Valve EA 2.000 $4,750.00 $9,500.00 Water Subtotal - $84,540.00 TOTAL QUOTED AMOUNT - $120,120.00 Page 148 of 459 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Paul Huting, Leisure Services Director Leisure Services Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Motion to approve Change Order No. 7 with Woodruff Construction of Waterloo, Iowa, for a total decrease of ($214,278.68), 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 No. 7 with Woodruff Construction of Waterloo, Iowa, for a total decrease of ($214,278.68) SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES 2030 Vision and Strategic Plan #7 Sportstown USA: Quality of Life IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 149 of 459 ATTACHMENTS 1. Change Order #7 - Contractor Signed Page 150 of 459 CHANGE ORDER NO. 7 Owner City of Waterloo Date: 6/13/2024 Project Gates Park improvements Project Owner's Contract No. 1076 Contractor: Woodruff Construction Date of Contact Start 5/30/2023 Contract Amount: $ 4,362,172.81 You are directed to make the following changes in the Contract Documents. Description: 45 PCC Pavement, Class C, 5 IN. Sidewalk 73 Construction Entrance Maintenance 94 AISC Steel Fabricator 97 Epoxy Flooring 97 Steel Countertop Support Detail 100 Metal Arch Signs and Columns for Gateways 100 Metal Arch Signs and Columns for Gateways 101 Monument Entry Signs 10? Splash Pad Wall5lgnage 103 Donor Recognition Sign 105 Amphitheater Wood Roof Finish 107 Monument Entry 4th & tester 108 Playground Fence 109 Playground 4' X 8' Double Gate - Wireworks 111 Concrete Curb Around Play Surface 114 Playground and Spray Park Railings 115 Basketball Goals 116 Basketball Court Coating 129 Amphitheater Restroom Building MEPT 130 Splash Pad Restroom Building MEPT 142 Updated Security Cameras 143 Chemical Controller and Equipment 143 Added Activation Bollard and Wiring 147 Dual Tot Slide - Children's Slide 6-1 Masonry Cold Weather Protection (Splash Pad) 7-1 Water Service Winterization 7-2 4' H Black Vinyl Chain Link Fence 7-3 Water Service Adjust for Flow Through 7-4 Storm Sewer Overflow 7-5 Winterization (4" Valve/Check Valve) 1/2 Freight 7-6 Bypass of Surge Tank (filtration System) 1/2 Freight 7-7 Splash Pad Retaining Wall Changes 7-8 Weir Re-Plumbing/Reinstall Play Eq Labor Only 7-9 Surge Tank Adjust for Flow Through 7-10 Splash Pad Concrete Modifications TOTAL. ADDITIONS $ 43.15 /5Y 25 SY $ 1,078.75 $ 23.97 /SY 30 5Y $ 719.10 $ (35,103.00) /1S 1 LS $ (35,103.00) $ 1,463,00 /LS 1 LS $ 1,463.00 $ 2,884.20 /LS x 1 LS $ 2,884.20 $ (5,605.00) /LS x 1 LS $ (5,605.00) $ (379.20) /LS x 1 LS $ (379.20) $ (454.00) /Ls 1 LS $ (454.00) $ (1,987.50) /LS 1 L5 $ (1,987.50) $ 636.50 /LS 1 LS $ 636.50 $ (225,826.82) /LS 1 LS $ (225,826.82) $ (7,111,00) /LS x 1 L5 $ (7,111,00) $ 7.60 /IF x 1045.000 LF $ 7,942.00 $ (914.00) /EA x 2.000 EA $ (1,828.001 $ 37.16 /1F 206 LF $ 7,654.56 $ 292.80 /LF x -28.000 LF $ (8,198.40) $ (6,456.24) /LS x 1 LS $ (6,465.24) $ 2.18 /SF x 14250 SF $ 31,065.00 $ 803.00 /LS 1 LS $ 803.00 $ 2,805.00 /L5 x 1 L5 $ 2,805.00 $ 4,240.00 /LS x 1 LS $ 4,240.00 $ (9,836.76) /15 x 1 LS $ (9,836.76) 5 4,235.00 /LS 1 LS $ 4,235.00 $ (11,460.00) /LS x 1 LS $ (11,460.00) $ 100.00 /UNITS x-167.21 UNITS $ (16,720,6E) $ 11,000.00 /LS x 1 LS $ 11,000.00 $ 55.00 /LF x 104.000 LF $ 5,720.00 $ 100,00 /UNITS x 111,023 UNITS $ 11,102.30 $ 100.00 /UNITS x 20.657 UNITS $ 2,065.68 $ 100.00 /UNITS x 12.081 UNITS $ 1,208.05 $ 100.00 /UNITS x 35.647 UNITS $ 3,564.66 $ 100.00 /UNITS x 71.810 UNITS $ 7,181.00 $ 100.00 /UNITS x 1.262 UNITS $ 126.15 $ 100.00 /UNITS x 17.398 UNITS $ 1,739.78 $ 100.00 /UNITS x 74.638 UNITS $ 7,463.77 $ (214,278.68) Reason for Change Order 45 Quantity added for additional 5" sidewalk around upper splash pad. 73 Quantity added to maintain installed construction entrance. 94 Reduction in unit price to remove requirement for AISC certified steel fabricator. Contractor able to use Grosse Steel. 97 Increase In unit price to add In epoxy flooring in chemical room closets. 97 Increase in unit price for added angles to the back of the frames, diagonal brace angles under each end, and expoxy anchors for additional support to countertops. 100 Reduction in unit price to eliminate all masonry from bid item. Reduce SPRAY and PLAY lettering to 3/8" thick material. Change Steel columns to 10" and take to grade to match up with concrete foundation. Increase in amount of exposed steel that needs painted and paint exposed form lined concrete. 100 Decrease in unit price to eliminate the fence posts embedded In the concrete by adding mounting brackets to the metal signage posts, pier size was able to be reduced. 101 Reduction in unit price to eliminate masonry from the item. Reduced lettering thickness to 3/8" material. Concrete scope change to include CIP concrete footings, walls, and cap. Walls to Include smooth finish and chamfered edges. 102 Reduction In unit price to reduce lettering thickness to 3/8" material an Splash Pad Building. Also includes lettering on Amphitheater masonry wall. 103 Redaction in unit cost to eliminate masonry from item. Reduced lettering thickness to 3/8" material. Concrete scope change to include CiP concrete footings, walls, and cap. Walls to include smooth finish and chamfered edges. 105 Remove Wood -looking soffit In its entirety on the job. 107 Design change per attached drawing. (PCO18) 108 Increase in unit price to change all standard 2" vinyl coated fencing to 1-1/4" mesh polyolefin coated chain link fencing. 109 Decrease In unit price to change gates to 1-1/4" mesh polyolefin coated chain link fencing and utilizing the 10" steel columns of the gateway posts. 111 Quantity added for concrete playground curb. 114 Quantity removed from Splash Pad Retaining Wall. 115 Removing bid item since Woodruff is donating back cost for basketball goals. 116 Increase to unit price for change product for basketball court coating from a concrete stain to a 5treelbond product. See attached product data. 129 Increase to unit price to add in bath fans to each restroom. Electrical only. 130 Increase to unit price to add in bath fans to each restroorn. Electrical only. 142 increase In unit price to upgraded security cameras to most current AXIS model. 143 Decrease in unit price since chemical controller equipment was originaly provided by Select DBC through contract. Leisure Services will now provide the material and equipment through their chemical provider. 143 Increase in unit price for added activation bollard to upper splash pad to activate upper splash features. Bollard to be provided by Leisure Services. Pricing includes installation of the bollard and mount as well as conduit and wiring from the splash pad controller, 147 Quantity deduct for slide return. 6-1 Reduction In quantity to match finalized winterization costs. 7-1 New item includes installation of 48" HDPE manhole, 6"x1" Tee, 1" shut off valve, 1" copper line, and 1" double check valve inside the manhole. This item is to al low the Splash Pad bui€ding water service line to drain empty prior to Winter Shutdown to prevent freezing. 7-2 4' H black vinyl chain link fence to be Installed around upper splash bad in lieu of railing. Page 151 of 459 7 3 A unit shall be measured and paid for to an equivelant for the time and material. thru Contractor shall submit material invoices, hours worked, and employee hourly rates. 7 10 Work under these items shall not exceed the listed dollar amount for each item. See attached revised drawings. CONTRACT PRICE Original: Previous C.O.s {ADD/DEDUCT) This C.O. (ADD/DEOUCT} Contract Price with all approved Change Orders: 9,352,172.81 Original Working Days (958,451.601 (714,278.68) Revised Working Days: $ 8,189,442.53 CONTRACT TIME To Substantial Completion 2401 To final Completion 2401 It Is agreed by the Contractor that this Change Order includes any and all casts associated with or resulting from the change(s) 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 SHAH. APPLY HERETO. APPROVED: BY: Owner (Authorized Si ACCEPTED: BY: Date Date )/�� AECOM 60672429 Project No. C.O. No. Page 152 of 459 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Public Works Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Motion to approve appointment of Jesse Gaherty from Interim Collection Systems Project Director to the position of Collection Systems Project Director in the Waste Management Services division of Public Works, effective June 18, 2024. RECOMMENDED COUNCIL ACTION Requesting approval of appointment. SUMMARY STATEMENT AND BACKGROUND INFORMATION Jesse Gaherty has been successfully serving as the Interim Collection Systems Project Director for the last two years. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Operating budget. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 153 of 459 1. Jesse to FT Collection System Project Director 6-2024 2. Personnel Requisition Form - Jesse Gaherty 3. 2020_-_COLLECTION SYSTEMS- _PROJECT DIRECTOR_ DESCRIPTION_19 (1) 4. 2020_-_Questions_for_Collection_Systems-Project_Director (2) (1) Page 154 of 459 City of Waterloo Public Works Division 7V% Date: 6-10-2024 Mayor, PUBLIC I am requesting the conversion of Jesse Gaherty's, who has been in the interim position as the Waste Management Services/ Collection System Project Director to a permanent role. Jesse has been serving excellently in the interim capacity following the departure of Matthew Hosford, the previous Project Director. Over the past two years, Jesse has demonstrated exemplary leadership and dedication in this role, successfully managing the waste management services collection systems with efficiency and effectiveness. Jesse has also just recently obtained his Grade IV Iowa DNR Wastewater Operator Certification. Since Jesse's performance in the interim position has been outstanding. He is the ideal candidate to assume this role permanently. His expertise, commitment, and familiarity with the responsibilities has made him a valuable asset to our team. His dedication to professional development, as evidenced by his certification achievement, reflects his ongoing commitment to excellence in his field. I would like this transition from his interim position to the permanent Waste Management Services Collection System/ Project Director to take place at the next Council Meeting, Monday June 17th. I also want his Grade pay adjusted to Grade 11, step E which would be $104,998. I am confident that Jesse's appointment to this permanent position will greatly benefit the City of Waterloo and contribute to the continued success of our waste management services. Should you require any further information or assistance regarding this matter, please do not hesitate to contact me. pResp Ily, Randy Bennett Public Works Division Manager Page 155 of 459 PERSONNEL REQUISITION FORM Check as applicable: ❑ To start recruiting or civil service process and/or ® To fill a vacancy n Active Civil Service List Expires: A proposed job description and questionnaire must accompany this form at time of submission to Human Resources. ************************************************************************************************** Position Title: Collection System Project Director Department: Waste Management Services Reports To: Operations Director Work Location: 3505 Easton Avenue Employment Status: ® Regular Full Time ❑ Temporary Full Time from to ❑ Regular Part Time n Temporary Part Time from to ❑ Regular 7-Month n Intern/Co-op Student from to Type of Position: Recommended Recruitment Sources: Civil Service Position: Yes ® No n Internal Posting Only Bargaining Position: n Yes ® No ❑ Internal Posting and External Advertising Bargaining Group: Non -bargaining Position: ® Yes ❑ No ************************************************************************************************* Complete the following if the requisition is to fill a vacancy: n New Position or ® Replacement Position for: Matthew Hosford, Collection Systems Project Director (Specify name and title of former incumbent) If replacement, former incumbent: ® Retired/Resigned/Terminated ❑ Transferred ❑ Promoted Date incumbent terminated employment: 6/3/2022 Date of final payout: Anticipated start date: ASAP No. of hours/week: 40 Work schedule: 7:00 am - 4:00 pm Justification of need for position: Covered in Supplemental Questions form. What are the likely consequences if the position is not filled? Covered in Supplemental Questions form. APPROVALS Annual salary requirements: $104,998 Hourly Rate: 50.48 Benefits: $71.64 / $149,003.02 (Payroll taxes, pension, health ins.- assuming family) Is position budgeted for this and future FYs? ® Yes ❑ No If no, how will position be funded? Approved subject to the following conditions: Submitting Department Head Date Mayor Date Chief Financial Officer Date Human Resources Director Date Human Resources Committee Chairperson Date Created 6/30/2017 Page 156 of 459 Submit resume by going to www.cityofwaterlooiowa.com, clicking on Career Opportunities, reviewing the description and following directions to submit cover letter and resume. We will not accept mailed, faxed, hand -delivered or directly emailed resumes. Resumes will be accepted until position is filled. POSITION VACANCY COLLECTION SYSTEMS/PROJECT DIRECTOR DEPARTMENT SALARY FLSA CIVIL SERVICE BARGAINING UNIT PUBLIC WORKS - WASTE MANAGEMENT SERVICES $85,000-$110,000 annualized EXEMPT EXCLUDED NON -BARGAINING GENERAL STATEMENT OF DUTIES Assistant Director position responsible for coordination and supervision of all maintenance functions of the City's storm and sanitary waste water collection systems and waste water treatment plant. The work is performed under the general direction of the Public Works Division Manager, but considerable leeway is granted for the exercise of independent judgment and initiative. Directly supervises employees in Sanitary -Storm Sewer Maintenance and CMOM associated programs. Will act on behalf of Division Manager in his absence. EXAMPLES OF ESSENTIAL FUNCTIONS (Illustrative Only) These functions are considered essential for successful performance in this job classification. 1. Manages subordinate staff in the day-to-day performance of their jobs. 2. Oversees the preventive maintenance program for all wastewater and sewer structures and facilities, evaluates and updates the program as necessary. 3. Coordinates and inspects the maintenance and repair of the collection system, lift stations, flood control system and waste water treatment plant. 4. Plans and supervises the maintenance, upkeep and repair of department machinery and equipment including functionality of pumps, conveyors, blowers, and other equipment. 5. Assumes project manager duties from inception and design to construction and delivery of projects at any project development stage. 6. Assists with design or designs construction and/or improvement projects such as CIPP and prepares contract documents including plans, estimates, and specifications as necessary. 7. Oversees and monitors works performed by consultants and contractor and takes appropriate measure when necessary. 8. Assists with capital improvements planning, costing and construction planning 9. Assists Public Works Division Manager in ensuring all related maintenance programs are in compliance with regulatory guidelines, procedures, and reporting practices. 10. Plans, coordinates and supervises plant and sewer maintenance employees and contractors in scheduled and emergency maintenance activities. 11. Helps to make sure staff has current knowledge of all pertinent regulations and environmental guidelines. 12. Coordinates flood control activities; confers with engineers, developers and the business community about flood control procedures and plans. 13. Assists in the investigation and resolution of citizen complaints regarding flood control and sewer maintenance. 14. Assists with orienting new employees and solving personnel problems; approves vacation and other time -off requests and monitors use of sick leave and other absences. 15. In coordination with Treatment Operations Director, sets up safety training programs for staff and ensures that all employees receive initial and ongoing safety training including Page 157 of 459 hazardous materials, confined space entry and personal protective equipment training. and verbal instructions. 16. Performs administrative duties including assisting with budget preparation, union contract administration and personnel evaluations. 17. Acts as Department Director, on rotating basis with Treatment Operations Director, in absence of Public Works Division Manager. 18. Compiles reports, performs data entry and completes forms on personal computer using the applicable software. 19. Works independently and with others with minimum supervision. 20. Attends work regularly at the designated place and time. 21. Performs all work duties and activities in accordance with City policies, City procedures OSHA, and City and Waste Management Services safety rules and regulations. REQUIRED KNOWLEDGE & ABILITIES 1. Thorough knowledge of the practices, equipment, materials and methods necessary to maintain a comprehensive waste water collection and treatment system. 2. Basic knowledge of hydraulics and flood control systems. 3. Ability to plan, assign, supervise and review work of subordinate employees. 4. Working knowledge of computer aided drafting and design 5. Working knowledge of design standards. 6. Ability to produce technical reports. 7. Ability to solve problems and make independent decisions and recommendations that involve flood control and storm -sanitary sewer maintenance. 8. Ability to review work logs and statistical data and present facts and findings clearly and concisely. 6. Ability to enforce rules, policies and procedures; ability to observe and enforce appropriate safety precautions. 7. Ability to understand, give and carry out written 8. Ability to discuss work related issues with the public tactfully and promptly in a clear, concise and easily understandable manner 9. Ability to complete assigned work without direct supervision and ability to work independently and with others with little or no supervision. 10. Personal computer skills and ability to learn related software applications, enter and retrieve information on a computer, develop computer - generated reports and update records. Experience with related professional software is a plus. 11. Ability to travel inside and outside in all types of weather conditions to review work sites, meet with the public and to attend meetings; will require driving to and from the destination and/or physically moving from one City facility or work site to another. 12. Ability to consult and communicate orally and in writing to read, analyze, record and interpret complex technical data, review materials on a variety of projects, present facts and findings clearly and concisely, give advice and recommendations, and respond to questions by the public, public officials, coworkers and contractors; ability to prepare written reports and complete forms and perform required record keeping. 13. Knowledge of occupational hazards and the safety precautions necessary in sewer maintenance operations. 14. Ability to maintain effective working relationships with other City depai ltuents, supervisor and subordinates. 15. Ability to work with people from a broad variety of social, economic, racial, ethnic and educational backgrounds. ACCEPTABLE EXPERIENCE & TRAINING 1. Graduation from an accredited college or university preferably with a Bachelor of Science in civil or environmental engineering. An alternate degree coupled with extensive sanitary and storm waste management related management and/or design experience will be considered. 2. A minimum of 5 preferably 10 years of responsible professional experience in predominantly municipal sanitary and waste Page 158 of 459 management and/or proven related professional engineering experience in planning, design, and development, and demonstrated administrative leadership. OR 3. Any equivalent combination of education and experience that provides the knowledge, skills and abilities necessary to perform the essential functions of the position. 4. Must obtain an Iowa Grade IV Collection Systems DNR License within two years of hire. 5. Must obtain an Iowa Grade IV Wastewater Treatment License as soon as possible. 6. Current driver's license and good driving record based on City of Waterloo driver performance criteria. ESSENTIAL PHYSICAL ABILITIES The following physical abilities are required with or without accommodation. 1. Sufficient clarity of speech and hearing or other communication capabilities that permits the employee to communicate effectively with coworkers, vendors, contractors, elected officials, Federal, State and other government regulatory agencies in person or over a phone, to understand and give verbal instructions and respond to questions from the public or coworkers. 2. Sufficient personal mobility and physical reflexes that permits the employee to operate passenger vehicle (generally a pickup truck) safely in all types of weather and a variety of street conditions and to access work sites in all areas of the City. 3. Sufficient vision or other powers of observation that permits the employee to review a variety of written material, to operate a passenger vehicle and to complete regulatory reports. 4. Sufficient manual dexterity that permits the employee to operate a personal computer, handle files and perform other administrative/technical responsibilities. MISCELLANEOUS 1. Willing to comply with City of Waterloo residency policy concerning emergency response time within six month probationary period (must live within ten mile radius of Waterloo City Hall); must maintain a local telephone number. 2. The City of Waterloo reserves the right to require a physical examination, including a drug test, by a physician of the City's choice to determine if an applicant is capable of performing the essential functions of the job classification. 3. The City of Waterloo will conduct a background investigation including employment, education and criminal history checks on any applicant being considered for this position. 4. Must submit to and pass oral interview(s). WORK SCHEDULE Generally 7:00 a.m. to 4:00 p.m. Monday through Friday with one -hour unpaid lunch. Hours may vary based on flexible scheduling or needs of the department. Must be available outside of and in addition to these hours for City meetings, council meetings and emergency activities that require the attendance of the Collection Systems/ Project Director. Will be required to be on call as required by the Public Works Division Manager. COLLECTION SYSTEMS -PROJECT DIRECTOR DESCRIPTION 19 October 2019 Page 159 of 459 PERSONNEL REQUISITION ASSISTANT DIRECTOR COLLECTION SYSTEMS/MAINTENANCE SUPERVISOR The following questions are provided as guidelines to assist you in developing your rational for the position of ASSISTANT DIRECTOR COLLECTION SYSTEMS/MAINTENANCE SUPERVISOR in the Waste Management Services 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. Supplemental recommended job title change comment: I am suggesting that the job title be upgraded to add Assistant Director, primarily to potentially better attract candidates. That essential job duty was already in the job description. (1) What are the key job responsibilities of this position? This position mainly will be responsible for coordination and supervision of all maintenance functions of the City's CMOM program including storm and sanitary waste water collection systems and waste water treatment plant. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? No, not really. Related work must either not receive the attention it deserves or attempt to be accomplished by the director. (3) How is the work of this position being accomplished now? It is being covered on an as needed basis, but not to the level and completeness it could be if filled. (4) Are the filled positions in your department currently being utilized to their maximum potential? It has been proven that filling of this position will actually improve overall operational efficiencies by improved supervision of the collection system operation. (5) How would filing 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)? In a short term basis, it will enable the Director to be less involved in direct oversight of aspects of the management and enable more focus on the departments overall big picture needs. In the long term, it is expected that with the Director expecting to retire within the next 5 years, filling of this position will potentially enable this person to be groomed to fill the Director's position (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? Page 160 of 4511 (9) Direct cost savings would be difficult to predict, the majority of cost savings would be noticed in efficiency improvement in maintenance activities and improved oversight of overall maintenance activities. (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? No real way to identify. A minimal amount could be saved for any OT being obtained by the CMOM (Specialist/Technician) position that might not be incurred with that position as this position would not be entitled to OT. (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. Most notably would be the Consent Decree and CMOM program. Filling of this position will assist in the management oversight that will better insure compliance and avoidance of future penalties. 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. This is difficult to accurately predict; however, most notably will be a retarded progression of completeness and delayed activities to enable proper implementation of the CMOM program. (10) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? The incumbent had not been here long enough to acquire vacation, however; those duties would be covered in a diluted fashion as much as time allows with other work load. (11) Is it possible that the City could outsouree this position to an outside agency? If so, what savings, if any, would the City realize as a result of this change? 1 would say direct outsourcing is not applicable; however, potentially less outsourcing to consultants could be reduced depending upon the person's expertise and capabilities. (12) How would you rank this position in terms of its contribution to City business in comparison with other positions reporting to you? Extremely high, other than local system knowledge, that type of leadership - capabilities is generally lacking with current personnel. (13) How does this position impact the Goals and Objectives for the City adopted by the City Council? Page 161 of 45 Most notably would be Goal #3, specifically strategy 3.4 "Identify and implement proven cost and resource saving measures" 3.5 streamline efforts and improve efficiency in City operations". Filling of this position will provide more direct oversight with observations and associated recommendations to potentially improve overall work productivity. Note: Forward completed questionnaire to Human Resources Department with original copy o.f Personnel Requisition barn. Page 162 of 45 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Public Works Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Motion to approve the appointment of Austin Packard from the current Civil Service List to the position of Animal Control Officer in the Public Works Animal Control Department, effective June 20, 2024, pending pre -employment physical and drug testing. RECOMMENDED COUNCIL ACTION Requesting council approve appointment. SUMMARY STATEMENT AND BACKGROUND INFORMATION Adding a 2nd full-time position to the Animal Control Department to help provide better coverage and resident service. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Operating budget. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 163 of 459 1. PERSONNEL REQUISITION QUESTIONS - AC Page 164 of 459 PERSONNEL REQUISITION ANIMAL CONTROL OFFICER The following questions are provided as guidelines to assist you in developing your rational for the position of Animal Control Officer in the Public Works 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? Answering emergency calls from PD and Dispatch Center involving animals, handling and investigating dog attacks, picking up of DOAs, answering barking dog complaints, too many animals and unsanitary conditions, dogs running at large, investigate cruelty cases and dog fighting. Pick up of confined, stray dogs and cats. Animal Bites — following up on quarantine and licensing. Issue warnings and citations. Release animals to owners — collecting proper fees, micro chipping animals. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? Some of the complaint calls could be handled by other employees; however, emergency calls along with all field work requires an experienced and trained animal control officer. (3) How is the work of this position being accomplished now? 1 - Full-time officer and 1 part-time officer (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)? Animal control duties would be handled and answered properly for the residents of Waterloo. Complaint calls and requests for assistance by PD would be answered promptly. (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? This is a service provided to the residents of Waterloo and is a cost center rather than a revenue generating department. Additional AC Officers will allow for shorter response times, allow more officers to respond to more calls and to allow officers to have a more proactive approach rather than a reactive approach with residents. Page 165 of 459 (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? Overtime has been paid and comp earned because of workload. Additional officers will help alleviate the need for excessive OT. (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. (9) Call volume and the demand for services have increased; however, retaining staff has been difficult due to demands of position and staffing hours of 24/7/365. 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. If this position is not filled, the City will not be able to provide Animal Control Services to the residents of Waterloo and the City will need to seek an agreement with an outside agency to provide these services. (10) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? The remaining officer covers emergency calls only. (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? A one year contract with Cedar Bend Humane Society would cost approximately $625,000 - $660,000 which would not be a cost savings to the residents of Waterloo. (12) How would you rank this position in terms of its contribution to City business in comparison with other positions reporting to you? Animal Control is a key component of the Public Works Department and fulfills a crucial role for the citizens of Waterloo — as is each department within PW (ie. Streets, Sanitation, Traffic, etc.) (13) How does this position impact the Goals and Objectives for the City adopted by the City Council? Animal Control is a vital part of the health and safety of the citizens of Waterloo. Page 166 of 459 Note: Forward completed questionnaire to Human Resources Department with original copy of Personnel Requisition form. Page 167 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Human Resources Director Human Resources Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Communication from the Culture and Arts Department on the notice of the conclusion of employment of Brandon Alvarado, Graphic Designer/Digital Arts Manager, effective May 17, 2024, with recommendation of approval of payout of $1,089.45 for unused benefits. 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. B. ALVARADO PAYOUT 6-17-2024 Page 168 of 459 Page 169 of 459 CITY OF �JJ �TERLOO IOWA Community of opportunity City Council Notice of Employment Severance Today's Date: 6/6/2024 Department: Center for the Arts Effective Date: 5/17/2024 Job Classification: Graphic Designer / Digital Arts Mgr Employment Date: 11/13/2023 Employee Name: Brandon A. Alvarado The employment with the named City of Waterloo employee has been severed by reason of: ❑ Retired Disability Related ❑ No ❑ Yes • Resigned ❑ Termination ❑ Other In accordance with City Policy, it is requested to allow payment which consists of the following: Benefits Total Hours (x) Hourly Rate Payout Vacation -Accrued Vacation -Current Usable Sick Leave (25%) Casual Hours Comp Time Pay Unscheduled Leave Birthday Comments Approved by Human Resources 29 $ 18.00 12 $ 18.00 32.1 $ 18.00 3.5 $ 18.00 0 $ 0 8 $ 18.00 522.00 216.00 144.45 63.00 144.00 Total Payment $ 1,089.45 NicoI.e� ri4chelk= Date 6 CJ Date: 06/06/2024 Council Agenda Date: 6/17/2024 KMW Page 170 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department June 17, 2024 AGENDA ITEM TITLE Motion to approve Cigarette/Tobacco Permit renewal applications as listed in Exhibit "A", and authorizing the City Clerk to approve any Cigarette/Tobacco applications received and paid for between June 18, 2024, and July 1, 2024. 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. 2024-2025 TOBACCO PERMITS -EXHIBIT A Page 171 of 459 BEHAR BAR 312 W 4TH ST BROADWAY LIQUOR & FOOD 821 BROADWAY ST BYRON MART 306 BYRON AVE BROKEN RECORD 315 W. 4TH ST CASEY'S GENERAL STORE #2427 3035 LOGAN AVE CASEY'S GENERAL STORE #2866 51 E. TOWER PARK DR CASEY'S GENERAL STORE #2867 2424 RANCHERO RD CASEY'S GENERAL STORE #2879 3260 UNIVERSITY AVE CASEY'S GENERAL STORE #2880 1604 LA PORTE RD CASEY'S GENERAL STORE #3880 1900 W RIDGEWAY AVE DOLLAR GENERAL STORE #10073 3815 UNIVERSITY AVE DOLLAR GENERAL STORE #4698 2935 LOGAN AVE DOLLAR GENERAL STORE #7136 66 E. TOWER PARK DR DOLLAR GENERAL STORE #7162 820 W. 5TH ST DOLLAR GENERAL STORE #20584 1650 IDAHO ST DOLLAR GENERAL STORE #21528 428 E 1ST ST EXPRESS MART 2027 FALLS AVE FAMILY DOLLAR #21424 1120 FRANKLIN ST FAMILY DOLLAR #25600 611 BROADWAY ST FAMILY DOLLAR #30944 2206 KIMBALL AVE FAREWAY STORES #951 40 W. SAN MARNAN DR FLIRT'S 319 JEFFERSON ST GREENLEAF TOBACCO 2313 LOGAN AVE GREENLEAF TOBACCO 1503 E SAN MARNAN DR HOMETOWN FOODS 1010 E. MITCHELL AVE HY-VEE C-STORE #1 3700 UNIVERSITY AVE HY-VEE FOOD STORE #1 2834 ANSBOROUGH AVE HY-VEE FOOD STORE #2 2181 LOGAN AVE HY-VEE FOOD STORE #3 1422 FLAMMANG DR HY-VEE GAS #2 2221 LOGAN AVE HY-VEE GAS #3 1512 FLAMMANG DR HY-VEE WINE & SPIRITS #1 2126 KIMBALL AVE IRON HORSE SALOON 303 W 4TH ST ISLE CASINO HOTEL WATERLOO 777 ISLE OF CAPRI BLVD JIM'S FOOD 437 SULLIVAN AVE KARMA BAR 309 W. 4TH ST KWIK STAR #1004 111 E. DONALD ST KWIK STAR #229 1717 E. SAN MARNAN DR KWIK STAR #380 506 W. 9TH ST KWIK STAR #569 875 FISHER DR KWIK STAR #715 1636 W. 4TH ST KWIK STAR #722 1214 FRANKLIN ST KWIK STAR #723 707 BROADWAY ST KWIK STAR #724 1105 CEDAR BEND ST KWIK STAR #732 324 FLETCHER AVE LOGAN AVE CONVENIENCE STORE 735 LOGAN AVE Page 172 of 459 LOVE'S TRAVEL STOP #702 3301 GREYHOUND DR, SUITE A METRO MART #1 3201 W. 4TH ST METRO MART #4 2332 FALLS AVE NEIGHBORHOOD MART 2100 LAFAYETTE ST NEW STAR 315 FLETCHER AVE NEW STAR 1020 FRANKLIN ST NEW STAR ANSBOROUGH 1459 ANSBOROUGH AVE NEW STAR LIQUOR 1625 W. 4TH ST PLACO SMOKE & VAPE SHOP 1010 E MITCHELL AVE PUFF CITY SMOKE AND VAPE 1916 E MITCHELL AVE SMITTY'S BAR 709 JEFFERSON ST SMOKE O'S 1509 FLAMMANG DR TOBACCO OUTLET #500 1803 LA PORTE RD WALGREENS #10855 1850 LOGAN AVE WALGREENS #3590 3910 UNIVERSITY AVE WALGREENS #7455 111 W. RIDGEWAY AVE WALMART #1496 1334 FLAMMANG DR WEST SIDE CONVENIENCE 919 W. 5TH ST YESWAY #1022 1976 FRANKLIN ST Page 173 of 459 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department June 17, 2024 AGENDA ITEM TITLE E Liquor Licenses a. Light House Lounge, 1307 W. 5th St., Class C Alcohol with Sunday Sales (Renewal) Exp: 6/28/2025. b. Main Street Waterloo, 300 Jefferson St., Special Class C Alcohol w/Sunday Sales (New) Exp: 10/12/2024. c. Metro Fuel #1, 3201 W. 4th St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7//2025. d. Metro Fuel #4, 2332 Falls Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/30/2025. e. CVS Pharmacy #8544, 1825 E. San Marnan Dr., Class E Alcohol w/Sunday Sales (Renewal) Exp: 5/31/2025. f. Placita, 321 W. 4th St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/13/2025. g. Walgreens #7455, 111 W. Ridgeway Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. h. Walgreens #10855, 1850 Logan Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. i. Walgreens #3590, 3910 University Ave., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/16/2025. j. Casey's General Store #2867, 2424 Ranchero Rd., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/14/2025. k. Benevolent and Protective Order of Elks #290, 407 E. Park Ave., Class C Alcohol w/Outdoor Service, Catering and Sunday Sales (Renewal) Exp: 6/30/2025. I. Black Hawk Tennis Club, 1005 Black Hawk Rd., Special Class C Alcohol w/Outdoor Service and Sunday Sales (Renewal) Exp: 6/25/2025. m. BP Fuel, 127 Jefferson St., Class E Alcohol w/Sunday Sales (Renewal) Exp: 5/29/2025. n. Flirts Gentlemen's Club, 319 Jefferson St., Class C Alcohol w/Sunday Sales (Renewal) Exp: 6/10/2025. o. Kwik Star #724, 1105 Cedar Bend St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/21/2025. p. Target, 1501 E. San Marnan Dr., Class E Alcohol w/Sunday Sales (Renewal) Exp: 6/27/2025. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT Page 174 of 459 DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 175 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Fire Rescue Department June 17, 2024 AGENDA ITEM TITLE Fireworks Display Applications a. Bamboo Ridge Campground/Lost Island KOA, Red, White and Boom Event, July 6, 2024 (Rain date: July 7, 2024), beginning at 10:00 p.m. for approximately 20 minutes. b. Sunnyside Golf and Country Club, 4th of July Annual Fireworks Display, July 4, 2024 (Rain date: July 5, 2024), from 9:30 p.m. to 10:00 p.m. 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 Page 176 of 459 None Page 177 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Engineering Department June 17, 2024 AGENDA ITEM TITLE Bonds. 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. BONDS FOR COUNCIL APPROVAL_6.17.24 Page 178 of 459 RIGHT-OF-WAY CONSTRUCTION BONDS FOR COUNCIL APPROVAL June 17, 2024 100067795 AFFORDABLE PROPERTY MAINTENANCE EVANSDALE, IA 7901174792 ALL STAR PLUMBING & HEATING, INC. HUDSON, IA 67092522 EMIR TAHIROVIC WATERLOO, IA 101182303 JULIA LYNN BLOESER WATERLOO, IA 55-207712 QUALITY CONCRETE CONSTRUCTION, INC. WATERLOO, IA 64588154 S&D CONSTRUCTION LLC WATERLOO, IA 7901138741 TRUEG CUSTOM CONCRETE JESUP, IA 101186657 WAPSIE PINES LAWN CARE AND LANDSCAPING INC. CEDAR FALLS, IA Page 179 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department AGENDA ITEM TITLE MEETING DATE June 17, 2024 FY 2024 Hawthorne Avenue Storm Sewer Lift Station Relief Well Project, Contract No. 1066. 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 180 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE FY 2023 Hammond Avenue Bridge Replacement, Iowa DOT project number BROS-8155(759)--8J- 07, Contract No. 922. 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 181 of 459 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 Asbestos Abatement Services, Contract No. AB-2024-05-08P. RECOMMENDED COUNCIL ACTION approval MEETING DATE June 17, 2024 SUMMARY STATEMENT AND BACKGROUND INFORMATION The properties in question were acquired by the City, and three are owned by the Waterloo Development Corporation (WDC) and will be abated by the City through a Project Funding Agreement with WDC, where WDC agrees to pay the City for our costs associated with the project, and agrees to indemnify and hold the City harmless. City of Waterloo properties include 708 W 3rd Street, 324-326 W 7th Street, 617 W 1st Street, 200 E Mullan Avenue, and 1202 Sycamore Street. WDC properties include 100 Commercial Street, 118 Sycamore Street, and 128 Sycamore Street. The properties are being abated of asbestos in preparation of demolition. NEIGHBORHOOD IMPACT The action is in preparation for demolition, which will remove blighted buildings in several neighborhoods. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Estimate: $100,000. To be paid from Nuisance Abatement bonds and/or TIF funds, with WDC property expenses reimbursed by WDC. ALTERNATIVE ACTION Page 182 of 459 LEGAL DESCRIPTION ATTACHMENTS 1 Bid Tabulation 2. RFB Asbestos Abatement Services Contract AB-2024-05-08P 3. Exhibit B part 1 Survey Reports 4. Exhibit B part 2 Survey Reports 5. Exhibit C Asbestos Abatement Services Contract AB-2024-05-08P 6. Addenda Number 1 to RFB Asbestos Abatement Services Contract AB-2024-05-08P 7. Addenda Number 2 to RFB Asbestos Abatement Services Contract AB-2024-05-08P 8. Sign In Sheet for Mandatory Walk Through 118 Sycamore St Page 183 of 459 Asbestos Abatement Contract No. AB-2024-05-08P June 6, 2024 Estimate: $100,000.00 Bidder Bid Security Bid Amount All Star Environmental Dubuque, IA 5% Total Bid $97,360.00 REW Services Corporation Des Moines, IA 5% Total Bid $101,060.00 Abatement Specialists, LLC Cedar Rapids, IA 5% Total Bid $130,590.00 Site Services, Inc. Algona, IA 5% Total Bid $214,683.00 Advanced Environmental Waterloo, IA 5% Total Bid $79,500.00 Page 184 of 459 CITY OF WATERLOO, IOWA OF WA TF V rt/// op a fill O Request for Bid ASBESTOS ABATEMENT SERVICES May 2024 RFB Asbestos Abatement Services Contract AB-2024-05-08P 708 W. 3rd St, 324-326 W. 7th St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), and 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties) City of Waterloo, Iowa Prepared by the City of Waterloo Planning and Zoning Department Aric Schroeder -Project Manager Page 185 of 459 SECTION I NOTICE OF REQUEST FOR BID 1.0 Receipt and Opening of Bid The City of Waterloo is seeking sealed bids for asbestos abatement services Contract AB- 2024-05-08P — 708 W. 3' St, 324-326 W. 7th St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), as well as 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties). All bids must be received in a sealed envelope in the City Clerk's Office, Waterloo City Hall, 715 Mulberry Street, Waterloo, IA 50703 (date and time stamped) by Thursday May 23, 2024 at 1:00 p.m. (our clock), Central Time, in order to be considered. City Hall is located at 715 Mulberry Street, Waterloo, Iowa. Bids sent electronically or via facsimile will not be accepted. The mailing container should be marked as noted below, and include the name of the company submitting the bid. 1.1 RFB Timeline Name of the Bid: Notice of RFB Date: Mandatory Walk Thru: Deadline for Bid Submittal: Submit Sealed Bid to: Method of Submittal: Contact Person, Title: E-mail Address: Phone: Asbestos Abatement Services Contract AB-2024-05-08P May 3, 2024 There will be a mandatory walk thru for 118 Sycamore St on Thursday, May 9, 2024 at 1:00 p.m. Bidders that do not have a representative in attendance at this walk thru are NOT eligible to bid on this contract. There will not be a mandatory walk thru for all other properties, and bidders are advised/encouraged to make their own inspections prior to bid submittal. See Section 4.5 for additional details. Thursday, May 23, 2024 at 1:00 p.m., Central Time Address exactly as stated: SEALED RFB FOR ASBESTOS ABATEMENT SERVICES CONTRACT AB-2024-05-08P City of Waterloo City Clerk's Office 715 Mulberry Street Waterloo, IA 50703 Mail or Overnight Delivery, In Person (No Electronic or Fax Submittals) Aric Schroeder, City Planner/Project Manager (City's Representative) aric.schroeder@waterloo-ia.org Phone: 319-291-4366 1.2 The City reserves the right to accept or reject any or all proposals and to waive any informalities or irregularities in proposals if such waiver does not substantially change the offer or provide a competitive advantage to any Bidder. The City reserves the right to defer acceptance of any bid for a period not to exceed sixty (60) calendar days from the date of the deadline for receiving bids. RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 2 of 10 Page 186 of 459 1.3 The City is not responsible for delays occasioned by the U.S. Postal Service, the internal mail delivery system of the City, or any other means of delivery employed by the Proposer. Similarly, the City is not responsible for, and will not open, any proposal responses that are received later than the date and time stated above. Late proposals will be retained in the RFB file, unopened. No responsibility will be attached to any person for premature opening of a proposal not properly identified. 1.4 Bids will be opened on Thursday May 23, 2024, at 1:00 pm (our clock) Central Time in the second floor Council Chambers and will be streamed live on the City of Waterloo's YouTube Channel. The main purpose of this opening is to reveal the name(s) of the Bidder(s), not to serve as a forum for determining the award. The awarding of the contract could be as early as the City Council meeting on Monday June 3, 2024 at 5:30 p.m. Proposals will be evaluated promptly after opening. After an award is made, a proposal summary will be sent to all companies who submitted a proposal. Proposal results will not be given over the telephone. Proposals may be withdrawn anytime prior to the scheduled closing time for receipt of proposals; no proposal may be modified or withdrawn for a period of sixty (60) calendar days thereafter. SECTION II INSTRUCTIONS TO BIDDERS 2.0 The Bid shall include the attached Exhibit "A" signature page, properly completed. A company representative who is authorized to bind the company will sign on behalf of the company to indicate to the City that you have read all provisions of the RFB and agree to all terms and conditions, except as provided in paragraph 2.4 below. The City of Waterloo reserves the right to reject any or all bids, and to accept in whole or in part, the bid, which, in the judgment of the proposal evaluators, is the most responsive and responsible bid. 2.1 General Liability Insurance with limits of liability of at least $1,000,000 per occurrence for Bodily Injury and Property Damage is required. At a minimum, coverage for Premises, Operations, Products and Completed Operations shall be included. This coverage shall protect the public or any person from injury or property damages sustained by reason of the contractor or its employees carrying out their work. The Contractor shall provide certificate of insurance having the City of Waterloo and Waterloo Development Corporation as additional insured. 2.2 A bid guarantee from each Bidder equivalent to five percent (5%) of the bid price is required. The bid guarantee shall consist of a firm commitment, such as a bid bond, certified check, or other negotiable instrument acceptable to the City, as assurance that the Bidder will, upon acceptance of its bid, execute such contractual documents as may be required within the time specified. 2.3 This Request for Bid does not commit the City to make an award, nor will the City pay any costs incurred in the preparation and submission of bids, or costs incurred in making necessary studies for the preparation of bids. 2.4 Important Exceptions to Contract Documents - The Bidder shall clearly state in the submitted bid any exceptions to, or deviations from, the minimum bid requirements, and any exceptions to the terms and conditions of this RFB. Such exceptions or deviations will be considered in evaluating the bids. Any exceptions should be noted on the Signature Page. Companies are cautioned that exceptions taken to this RFB may cause their bid to be rejected. No additional exceptions shall be allowed after submittal of a bid. RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 3 of 10 Page 187 of 459 2.5 Incomplete Information - Failure to complete or provide any of the information requested in this RFB, and/or additional information as indicated, may result in disqualification by reason of "non responsiveness". SECTION III SPECIAL TERMS AND CONDITIONS 3.0 Term of Contract 3.0.1 The initial term of the Contract shall be for approximately three (3) months anticipated to begin June 3, 2024, to August 5, 2024. 3.0.2 The City and the Contractor may renew the original Contract for one (1) week time periods by mutual agreement. Two (2) week's notice must be given to renew the Contract for additional increments. 3.0.3 A Contract, approved by the City Council and signed by the Mayor, shall become the document that authorizes the Contract to begin, assuming the insurance and bond requirements have been met. Each section contained herein, any addenda and the response (Bid) from the successful bidder, and all exhibits to the RFB shall also be incorporated by reference into the resulting Contract. 3.0.4 No price escalation will be allowed during the initial term of the Contract. If it is mutually decided to renew beyond the initial period and the Contractor requests a price increase, the Contractor shall provide documentation on the requested increase. The City reserves the right to accept or reject price increases, to negotiate more favorable terms, or to terminate (or allow to expire) without cost, the future performance of the Contract. 3.0.5 The total actual expenses shall not exceed the amount allowed by the project Contract, including any renewal extensions thereof, unless amended by written agreement. 3.1 Agreement Forms 3.1.1 After award, the Bidder will be required to enter into a written contract with the City that is substantially in the form attached hereto as Exhibit "C". 3.1.2. Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in the Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14-day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14-day period), then City may declare that Contractor is in default under the Contract. 3.1.3 Termination for Convenience. The Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate the Contract at any time by delivering to Contractor 10-days' advance written notice of intent to terminate. 3.1.4 Remedies. If Contractor is in default of the Contract and has not cured said default as set forth in Section 3.1.2 above, the City may take any one or more of the following steps, at its option: 3.1.4.1 by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants under the Contract, or enjoin any acts or things which may be unlawful or in violation of the rights of the City under the Contract, or obtain damages caused to the City by any such default; 3.1.4.2 have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 4 of 10 Page 188 of 459 3.1.4.3 declare a default of the Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under the Contract; 3.1.4.4 terminate the Contract by delivering to Contractor a written notice of termination; and/or 3.1.4.5 take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor under the Contract, including but not limited to the recovery of funds. 3.1.4.6 No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action under the Contract, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 3.2 Terms of Payment 3.2.1 Invoices for services authorized under this Contract shall be submitted as "lump sum" after services are delivered and accepted, although the city may, at the city's sole option, provide partial payment for partial work completed. 3.2.2 For accounting purposes, all invoices shall contain a sufficient level of detail regarding all services provided and allowable expenses incurred, and be submitted to the City with supporting documentation by e-mail or US mail to: Attn: City of Waterloo Planning and Zoning Department, 715 Mulberry Street, Waterloo, IA 50703. 3.2.3 City has the right, at its discretion, to deny payment for any work by any Contractor if the total actual expenses exceed the amount allowed by the project Contract, including any renewal extensions thereof. The Contractor is not obligated to continue performance of services under this Agreement or otherwise incur costs in excess of the total actual expense allowed unless an amendment to the Contract is approved, and the City notifies the Contractor, in a written amendment, of the City's acceptance of the revised total actual expense allowed. 3.2.4 All work is to be done in strict compliance with this RFB. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third party claims filed or reasonable evidence that a claim will be filed or other reasonable cause. SECTION IV SERVICE REQUIREMENTS 4.0 Background The City of Waterloo, Iowa, is seeking proposals for asbestos abatement services for: 708 W. 3rd St, 324-326 W. 7t' St, 617 W. lst St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), as well as 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties). The City of Waterloo is working jointly with the Waterloo Development Corporation (WDC) to complete asbestos abatement work on the three noted properties owned by WDC. The City has a separate agreement with WDC to provide the authorization for the City to proceed with the work. 4.1 Scope of Work The City of Waterloo is seeking a qualified asbestos abatement contractor to remove asbestos containing material (ACM). Bidder shall be responsible to familiarize itself with the RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 5 of 10 Page 189 of 459 specifications included in this RFB and to make a personal examination of the job site(s) and the physical conditions that may affect its bidding and performance under the Contract. The services to be performed under this Contract shall consist of the following: 4.1.1 All services must be performed in accordance with all applicable codes and ordinances of the City of Waterloo, Iowa, accepted professional standards and best practices, as well as all applicable Federal and State regulations, including but not limited to asbestos Statutes and Rules (published by the Iowa Division of Labor), 40 CFR Part 61, National Emissions Standards for Hazardous Air Pollutants (NESHAP), as well as applicable State regulations of the Iowa Department of Natural Resources. The Contractor shall hold and maintain an asbestos permit issued by the Iowa Division of Labor, and all personnel who perform work on the Project shall hold and maintain an Iowa asbestos license issued by the Iowa Division of Labor. 4.1.2 Remove ACM as identified in the asbestos surveys included as Exhibit "B". 4.1.3 Document amounts of ACM removed from each structure. 4.1.4 Document ACM disposal at the Black Hawk County landfill through the use of landfill tickets and provide copies to the project manager upon request. 4.1.5 At the request of the City given with reasonable advance notice, attend meetings of the City relative to the work set forth in this Agreement. 4.1.6 Provide other services as requested by the City as may be necessary to implement the asbestos abatement project. 4.2 Silence of Specifications — Commercially accepted practices shall apply to any detail not covered in this specification and to any omission of this specification. Any omission or question of interpretation of the specification that affects the performance or integrity of the service being offered shall be addressed in writing and submitted with the Proposal. 4.3 The contractor that conducted asbestos surveys is eligible to perform asbestos abatement on the same properties, and therefore is eligible to bid on this RFB. 4.4 The Contractor shall complete the Project in an expeditious manner and shall commence work within ten (10) days after being notified by the City with a Notice to Proceed on any given property or properties. All work shall be completed and necessary reports and documentation provided within the Contract Term (anticipated to be September 15). If Contractor is prevented from timely completing the work because of circumstances beyond the Contractor's reasonable control as determined by the City, the time for completion of the work will be tolled for a period of time equivalent to the stoppage resulting from such circumstances. The Contractor does hereby expressly acknowledge and agree that time is of the essence of this Contract, and, thus, failure by the Contractor to timely render and perform services hereunder shall constitute a material breach of the Contract. 4.5 A mandatory walkthrough will be required for 118 Sycamore St on Thursday, May 9, 2024 at 1:00 p.m. Bidders that do not have a representative in attendance at this walk thru are NOT eligible to bid on this contract. 118 Sycamore has a sizable hole in the floor in one section and it is anticipated that this portion of the building may have to be demolished as a RACM demo, but it is anticipated that the other sections of the building will be able to be abated, and then demolished as non-RACM. This will be further reviewed and discussed at the RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 6 of 10 Page 190 of 459 mandatory walkthrough, and it is anticipated that an addendum will be issued to clarify what will be expected for abatement of this property. There will not be a mandatory walk thru for all other properties, and bidders are advised/encouraged to make their own inspections prior to bid submittal. The Planning Department is in possession of a key for 100 Commercial St, 118 Sycamore St, and 128 Sycamore St, but does not have a key for the other properties. The other properties are partially boarded up and may require a cordless drill with various bits to remove boards to provide access. Please re -install any boards you remove to attempt to maintain security. Please Note: Some of the properties are in very poor condition, and may require careful methods (such as an extension ladder) to reach basements or upper levels. Use caution when entering the properties. Enter at your own risk. For those properties with a key, prospective bidders can "check out" keys from the Planning Department. SECTION V GENERAL TERMS AND CONDITIONS 1. LANGUAGE, WORDS USED INTERCHANGEABLY - The word CITY refers to the CITY OF WATERLOO, IOWA throughout these Instructions and Terms and Conditions. Similarly, PROPOSER refers to the person or company submitting an offer to sell its goods or services to the CITY, and CONTRACTOR refers to the successful bidder. 2. PROPOSER QUALIFICATIONS - No Proposal shall be accepted from, and no Contract will be awarded to, any person, firm or corporation that is in arrears to the City upon debt or Contract, that is a defaulter, as surety or otherwise, upon any obligation to the City, or that is deemed irresponsible or unreliable by the City. If requested, Proposers shall be required to submit satisfactory evidence that they have a practical knowledge of the particular supply/service proposal and that they have the necessary financial resources to provide the proposed supply/service as described in this Request for Proposal. 3. SPECIFICATION DEVIATIONS BY THE PROPOSER/ OFFEROR - Any deviation from this specification MUST be noted in detail, and submitted in writing in the Proposal. Completed specifications should be attached for any substitutions offered, or when amplifications are desirable or necessary. The absence of the specification deviation statement and accompanying specifications will hold the Proposer strictly accountable to the specifications as written herein. Failure to submit this document of specification deviation, if applicable, shall be grounds for rejection of the item when offered for delivery. If specifications or descriptive papers are submitted with Proposals, the Proposer's name should be clearly shown on each document. 4. COLLUSIVE PROPOSAL - The Proposer certifies that the proposal submitted by said Proposer is done so without any previous understanding, agreement or connection with any person, firm, or corporation making a proposal for the same Contract, without prior knowledge of competitive prices, and it is, in all respects, fair, without outside control, collusion, fraud or otherwise illegal action. 5. SPECIFICATION CHANGES, ADDITIONS AND DELETIONS - All changes in Proposal documents shall be through written addendum. Verbal information obtained otherwise will NOT be considered in awarding of Proposals. 6. PROPOSAL CHANGES - Proposals, amendments thereto, or withdrawal requests received after the time advertised for Proposal opening, will be void regardless of when they were mailed. 7. HOLD HARMLESS AGREEMENT - The Contractor agrees to protect, defend, indemnify and hold harmless the City of Waterloo, its officers and employees, their agencies and agents, from any and all claims and damages of every kind and nature made, rendered or incurred by or in behalf of every person or corporation whatsoever, including the parties hereto and their employees that may arise, occur, or grow out of any acts, actions, work or other activity done by the Contractor, its employees, subcontractors or any independent contractors working under the direction of either the Contractor or subcontractor in the performance of this Contract. 8. PROPOSAL REJECTION OR PARTIAL ACCEP- TANCE - The City reserves the right to reject any or all Proposals. The City further reserves the right to waive technicalities and formalities in Proposals, as well as to accept in whole or in part such Proposals where it is deemed advisable in protection of the best interests of the City. 9. PROPOSAL CURRENCY/LANGUAGE - All proposal prices shall be shown in US Dollars ($). All prices must remain firm for the duration of the Contract regardless of the exchange rate. All proposal responses must be submitted in English. 10. PAYMENTS - Payments will be made for all goods/services delivered, inspected and accepted within 45 days and on receipt of an original invoice and all necessary supporting documentation. RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 7 of 10 Page 191 of 459 11. MODIFICATION, ADDENDA & INTERPRETATIONS - Any apparent inconsistencies, or any matter requiring explanation or interpretation, must be inquired into by the Proposer in writing at least 72 hours (excluding weekends and holidays) prior to the time set for the Proposal opening. Any and all such interpretations or modifications will be in the form of written addenda. All addenda shall become part of the Contract documents and shall be acknowledged and dated on the signature page. 12. LAWS AND REGULATIONS - All applicable State of Iowa and federal laws, ordinances, licenses and regulations of a governmental body having jurisdiction shall apply to the award throughout as the case may be, and are incorporated here by reference. 13. SUBCONTRACTING - No portion of this Proposal may be subcontracted without the prior written approval by the City. 14. ELECTRONIC SUBMITTAL - Telegraphic and/or proposal offers sent by electronic devices (e.g. facsimile machines) are not acceptable and will be rejected upon receipt. Proposing firms will be expected to allow adequate time for delivery of their proposal either by airfreight, postal service, or other means. 15. CANCELLATION - Either party may cancel the award in the event that a petition, either voluntary or involuntary, is filed to declare the other party bankrupt or insolvent or in the event that such party makes an assignment for the benefit of creditors. 16. ASSIGNMENT - Proposer shall not assign this order or any monies to become due hereunder without the prior written consent of the City. Any assignment or attempt at assignment made without such consent of the City shall be void. 17. EQUAL OPPORTUNITY - The successful firm agrees not to refuse to hire, discharge, promote, demote, or to otherwise discriminate in matters of compensation against any person otherwise qualified solely because of age, race, color, religion, sex, sexual orientation, gender identity, marital status, national origin, citizenship status, disability, or veteran status. 18. TAXES - The City of Waterloo is exempt from sales tax and certain other use taxes. Any charges for taxes from which the City is exempt will be deducted from invoices before payment is made. 19. PROPOSAL INFORMATION IS PUBLIC — All documents submitted with any proposal and the proposal shall become public documents and subject to Iowa Code Chapter 22, which is otherwise known as the "Iowa Open Records Law". By submitting any document to the City of Waterloo in connection with a proposal, the submitting party recognized this and waives any claim against the City of Waterloo and any of its officers and employees relating to the release of any document or information submitted. Each submitting party shall hold the City of Waterloo and its officers and employees harmless from any claims arising from the release of any document or information made available to the City of Waterloo arising from any proposal opportunity. RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 8 of 10 Page 192 of 459 EXHIBIT "A" SIGNATURE PAGE The undersigned Proposer/Bidder, having examined these documents and having full knowledge of the condition under which the work described herein must be performed, hereby proposes that they will fulfill the obligations contained herein in accordance with all instructions, terms, conditions, and specifications set forth; and that they will furnish all required services and pay all incidental costs in strict conformity with these documents for the stated process as payment in full. 708 W. 3rd St, 324-326 W. 7th St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), as well as 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties). Total "lump sum" bid: $ Total bid in written form: Submitting Firm: Address: City: State: Zip: Authorized Representative (print) Authorized Representative Signature Date: Email: Phone: Fax: EXCEPTIONS/DEVIATIONS to this Request for Proposal shall be listed in writing on an attached document provided by the Bidder. Please be as specific as possible. Please check one: Our company has no exceptions/deviations. Our company does have exceptions/deviations which are listed on an attached document. GENERAL INFORMATION. Freight and/or delivery charges, if any, shall be included in the price. FIRM PRICING. Offered prices shall remain firm for a minimum of ninety (90) days after the due date of this solicitation unless indicated otherwise. Accepted prices shall remain firm for the duration of the contract. ADDENDA (It is the Bidder's responsibility to check for issuance of any addenda). The authorized representative herby acknowledges receipt of the following addenda: Addenda Number Date Addenda Number Date A representative of my company attended the Mandatory Walk Thru: Representative Name We choose not to bid at this time but would like to be considered for future requests for bid RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 9 of 10 Page 193 of 459 Our "not to exceed" bid price for each property is: Property Address (City owned properties) Per Property Cost (bid) Total 708 W 3rd St $ 324-326 W 7th St $ 617 W 1st St $ 200 E Mullan Av $ 1202 Sycamore St $ Property Address (WDC owned properties) 100 Commercial St $ 118 Sycamore St $ 128 Sycamore St $ Total Proposed Lump Sum Contract Amount: $ RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 10 of 10 Page 194 of 459 2?VKFYE ENVIRONMENTAL E 1w I r r Ivi 1 rr L. ASBESTOS INSPECTION REPORT 708 W 3rd Street Waterloo, IA Project Report bated: April 8th, 2024 It 0 o WaterI0• Page 195 of 459 Z?VKEYE ENVIRONMENTAL INI ,I1 1%11 i 1%1Tom►L I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATIO N 2. CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY City of Waterloo Page 196 of 459 VKEYE ENVIRONMENTAL NI I1 IliI IEI%IT L A. ASBESTOS INSPECTION REPORT DATA 1. LOCATION 708 W 3rd Street Waterloo, Iowa 2, CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3. DATE(s) OF INSPECTION March 21, 2021 4. FIRM PERFORMING INSPECTION Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 5. LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 27511 6, LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code: 103025 City of Waterloo Page 197 of 459 VKEYE ENVIRONMENTAL 01%1 11 1%1 l 1 E 1SJ "1- L� B. SCOPE OF WORK Methods and Procedures: The property located 708 W 3rd Street, Waterloo, [owa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations, Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar En age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and NEHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, Fs estimated and summarized_ If further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/116 with 400 or 600 Point Count Procedure, Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (T1rM ). Sample analysis was performed by Eurofins CEI. Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACBM)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources, Specific questions about testing or abatement activities may be directed to Mr. Tom Wuehr, Iowa DNR - Air Quality Division, Torn.Waehr@DNR.lowa.gov 515-494-8212 Additional forms, guidance and technical €nforrnation regarding asbestos can be found on the DNR wcbsite at: httg: www.towudnr.gov air/prof asbestos asbestos.htmi City of Waterloo Page 198 of 459 VKEYE ENVIRONMENTAL 1% Nf 11 1%111 E it T L INSPECTION NOTES In accordance with your request and authorization IHawkeye Environmental, t.LC has performed an asbestos survey for the project referenced above. It is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a vacant residential property. The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspected asbestos building materials. City of Waterloo Page 199 of 459 12?VKEYE ENVIRONMENTAL E 1%1 I pi N IVi E 1%' L C. SUMMARY OF ASBESTOS BUILDING MATERIALS None Material 708 IN 3rd Street Surfacing Materials D es cri pt lon Locatio 11 Thermal Systems Insulation Material 1 Description Location Miscellaneous Materials Material Window Glazing Description Location Quantity Quantity QuantSty Black Roof 18 windows Cement Siding Red Exterior Walls Duct Paper Linoleum {no mastic) Gray Tan Basement Kitchen —2800 SF 8 boots, 140 LF 250 SF Quantities supplied are estimates. Contractors must field verify all riiatertal quantities, locations and cond]tions. City of Waterloo Page 200 of 459 VKEYE ENTAL E VIRONM M%1 f 1 F-I 1 1 IVI 01 11 A L BULK SAMPLE ANALYSIS 708 W 3rd Street Waterloo, Iowa City of Waterloo Page 201 of 459 eurofins CEI March 28, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 708 VV 3rd St CEI LAB CODE: B245914 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on March 26, 2024. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method_ Sample results containing >1% asbestos are considered asbestos -containing materials (AGMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Pf.l,, CIH Laboratory Director NVIAip® TESTING ilVUP LAB CODE 14176A-O 730 SE Maynard Road • Cary, NC 2751 i • 919.4 1.1413 Page 202 of 459 eurofins CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 708 VV 3rd St LAB CODE: B245914 TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE: 03/28/ 4 TOTAL SAMPLES ANALYZED: 24 # SAMPLES > 1 % ASBESTOS: 4 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 203 of 459 eurofins CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 708 W 3rd St LAB CODE: B245914 METHOD: EPA 600 f R93 f 116 and EPA 600 M4-82 1 020 Client ID Layer Lab ID 001 B245914.01 ASBESTOS Color sample Description °lo {aok Shingle None Detected 002 B245914_02 Black Tarpapor None Detected 003 B245914,03 Black Flashing/ Vera Tar None Detected 004 B245914.04 Gray Window Glazing None Detected 005 B24 59'141.05 Tan Window Glazing Chrysolite 5% 005 B245914.06 Gray Cement Siding Chrysotlle 15% 007 B245914.07 Black Vapor Barrier None Detected 000 B45914.08 Brown Insulation None Detected 009 B245914.09 Off-white Duct Paper Chrsotile 65°% 010 B45914.10 White Duct Mastic None Detected d 011 B245914.11 012 013 Tan B245914_12 Black B245914.13 Gray Linoleum Chrysotile 20% U ndellayrnent None Detected Paster Nome Detected 014 B245914.14 White Plaster Skim Coat None Detected 015 B245914,15 Gray Plaster None Detected 016 B245914.16 White Plaster Skim Coat None Detected 017 B245914.17 Gray Plaster Nona Detected 018 B245914.18 Vuhite Plaster Skim Coat None Detected 019 B245914.19 \A4hite Texture NDne Detected 020 021 B245914.20 White Texture B245914.21 White Texture None Detected None Detected 022 B245914.22A Beige Linoleum B245914.22B Yellow Mastic None Detected None Detected 023 B245914.23 Black Shingle None Detected 024 B2455914.24 WhilerTari Drywall Nono Detected 730 SE Maynard Road • Cary. NC 27511 . 919,481.1413 Pago 1 of 1 Page 204 of 459 eurofins I CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: 1- l awkeye Environmental 314 Wood Lily Road Solonr IA 52333 Project City of Waterloo, 708 W 3rd St Lab Code: B245914 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab ID 'Description Lat.] NON•ASBESTOS COMPONENTS ASBESTOS Attributes Fibrous Non -Fibrous "lo 001 6245914.01 Shingte Heterogeneous Black Fibrous Bound 50% Fiberg I 40% Tar 10% Gravel Non€; Detected 002 B245914.02 Tarpaper Homogeneous 70% Cellulose 30% Ter Black Fibrous Bound None Detected 003 Fla ;hinge' Vent Tar Homogeneous 13245814.03 Black Fibrous Bound 15% Collu,ose 85% Tar None Detected 004 Window Glazing heterogeneous B245914.0E1 Gray Non -fibrous Bound 100% Binder <1% Pains 006 Wndow Glazing Heterogeneous B245914.05 Tan Non-lihraun Bound 05% Binder <1% Pains None Detected 6° Chrysotile 006 B245914.06 Cement Siding IIeterogenoous Gray Fibrous Bound 86% Binder <1 % Paint 15°!o Chrysotlle 007 B245914.07 Vapor Barrier Homogeneous 70% Cellulose Blade Fibrous Bound 30% ] ar None Illeteckrd 730 SE Maynard Road • Cary, NG 27511 • 9.19.481.1413 Page 1 of Page 205 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By; POLARIZING LIGHT MICROSCOPY Client: I-lawkeye Environmental Lab Code: B245914 814 Wood Lily Road Date Received: 03-26-24 Solon, GA 52333 date Analyzed: 03-28-24 Date Reported: 03-28-24 Project: City of Waterloo, 708 'Ai 3rd St ASBESTOS BULK PLM, EPA 600 METHOD Cliont ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous °la 008 r 215014 08 Insulation homogeneous 100% Cellulose None Detected Brown Fibrous Loosely Hound 009 B245914,09 Duct Paper Homogeneous 5% Cellulose 30% Binder Off-white Fibrous Bound GS%Chrysotlle 010 t3245314.10 Duct Mastic Homogeneous White Nor? -Brous Bound 1009% Mastic None Detected 011 B245914.11 linoleum Heterogeneous b% Gollulose 50% Vinyl Tan 25% Binder Fibrous Bound 20% Chrysotife 012 B24514.12 Undcrlayment Homogeneous 70% Collulose 30% Tar None Detected Black Fibrous Bound 013 82.4591 4-13 Plaster Homogeneous <1% Hair 65% Binder Gray 35% Silicates Non -fibrous Bound None Detected 014 B245014.14 Plaster Skim Coat 11orrogoncous White Nora -fibrous Bound 65% Binder 30% Silicates 5% Paint None Detected 730 SE Maynard Road • Cary, NC 275'11 • 919.481.12113 Page 2 of 5 Page 206 of 459 ;: eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: I lawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of VVaterloo, 708 1N 3rd St Lab Code: B245914 Date Received: 03- 6- 4 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous NonFibrous 9fn 015 rs2. 45. 14.', 5 Plaster Homogeneous •=l9l ]laic Gray Non -fibrous Bound 65% Binder 35% Silicates None Detected 016 Plaster Skim Coat Homogeneous fi2•15014,16 White Nan -fibrous Bound 65% Binder 30% Silicates 5°t Paint None Detected 017 B245914.17 Plaster Homogeneous <I% flair 65% Binder Gray 35% Silicates Non-fbrous Bound None notocted 018 Plaster Skim Coat Homogeneous 85% Binder 13245914.18 Mite 30% Silicates Non -fibrous 5% Paint Bound None Detected 019 B245914_ 19 Texture Heterogeneous 05% Binder White 30% Calc Garb Non -fibrosis 5% Paint Bound None Detected 020 B245914.20 Texture heterogeneous 85% Binder Mite 309 Calc Carb Non -fibrous 65f) Paine Bound None Detected 021 B245914.21 Tex€ure Heterogeneous 65% Binder VV�?Ito 30' Cale Carlo Non -fibrous 5% Paint Bound Norte Detected 730 SE Maynard Road - Cary, NC 27511 • gig .4811.1413 Page 3 of 5 Page 207 of 459 44.1. eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Ci�ent: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 708 W 3rd St Lab Code: B245914 Date Received: 03-26-24 Date Analyzed: 03-28-4 Date Reported: 03-28-24 ASBESTOS BULK PL.M, EPA 600 METHOD Client la Lab ID Lab Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 022 Linoleum B245914.22A Heterogeneous Beige Fibrous Bound 20% 10% Cellulose 50% Vinyl Fiberglass 20% Binder Noise Detected B245014_22B Mastic Homogeneous Ve11aw Non-fi tiros Bowtd 100% Mastic 023 B245914.23 Shingle Heterogenoons Black Fibrous Sound 50° Cellulose 40% Tar 10% Gravel 024 13245914_24 Drywall Heterogeneous VVnrte,Tan Fibrous 8ound 20% Cellulose 80% Gypsum None Detected None rintnctrd None Detected 730 SE Mayrtierd Road • Cary, NC 27511 • 919.481.1413 Page 4of5 Page 208 of 459 mei eurofins CEI LEGEND: Non-Anth = Non-Asbestifarm Anthophyllite Non -'lien = Non-Ashestiform Tremolite Caic Carb = Calcium Carbonate METHOD: EPA 600 R93 116 and EPA 600 / M4-62 / 020 REPORTING LIMIT: <10 by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Paints or 0.1 % by 1,000 Points REGULATORY LIMIT- >1 * by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBS) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found riot to contain asbestos, be fufther analyzed by Transmission Electron Microscopy (TEM)_ Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available OR request_ This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI, Euralins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client_ Samples were received in acceptable condition unless otherwise noted_ This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample ID and sample description_ ANALYST: Zane Heinz NVLA TESTING NVLAP LAB CODE tD17M..0 APPROVED BY:�- Tianbao Bai, Ph.D., CIH Laboratory Director 730 SE Maynard Road • Cary, NC27511 • 91 9.481.1 413 Page 5 of 5 Page 209 of 459 eurofins L 730 SE Maynard Road, Cary, NC 27511 Tel; S66-4E11-1412; Fax: 91g-481-1442 CHAIN OF CUSTODY L49 USE ONLY1 CE1 Lab Code: C1t CEI Lab I.D. Range: COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #i: Job Conlacl: compan v: Hawkeye Environmental Email f Tel: Address: 814 wood lily road, Solon, IA 52333 Project game: 0itY of Waterloo Project ID#:708 W 3rd St Email: CO Ct Hd1M ayeEr1V, Orn PO il: Tel; 319-930-8044 rax: ISTATSAMPLES COLLECTED IN. IA F TAT iS tyro MARKED STANDARD D 3 DAY TAT APPLIES_ ASBESTOS METHOD TURN AROUND TIME 4 HR B HR 1 DAY 2 DAY 3 DAY 5 DAY PLF1 BULK CPA 6 D _ • IA Q • Li PLM POINT COUNT {+1U0) EPA nD6 ■ M 0 M M FLF,'POINT COUNT (1000) EPAEDD ■ 0 C7 I —I • PLM GRAVwPOINT COUNT EPA600 ❑ 0 0 PLM BULK GARB 435 l • M PCM AIR NIOSH 7400 Q L M ❑ 0 TEM AIR EPA AHERA ■ • 0 M Q TEM AIR NIOSH 7462 0 a a !■ ■ ■ TEM AiR(PCME) ISO10312 [ i I] .1. l El TEM AIR ASTM 6281-15 ■ [1 0 M ■ i 1'EF. BULK Cl-IATFIELD El M • TEN1 DUST WJPE ASTM DE-180-55 (2010 ■ • ❑ - I■ TEM DUST M1CI OVAL ASTM D5755-0E (20145 L l • 0 • MI TEM SOIL ASTl1 u7521-19 LI EJ Li TEM VERMICULITE CINCINNA I I ME f HUD I i M In TEM QUALITATIVE IN-IJDUS.E METHOD • • M M 1� _ OTHER: M M • M • '&raoka s nr.h41 be to iner fram saJue sarriute kli as frehl seal F 5. REMARKS I SPECIAL INSTRUCTIONS: dAi-J.Arrnpt Samples M Reject Samples Reliwquished Ely; E 1i t{imne Received By; DatelTirne L2 0,r-4ata 0 3/22/24 i dit / kk_, r Samples will be disposed of 30 days after( a!ysfs )ef51011: oCOC.01.18,1#2,t_D Sat= Page 1 of Page 210 of 452 44!..leurofins CEI SAMPLING FORM COMPANY CONTACT INFORMAT1ON• - Company: Hawkeye Environmental Job Contact: Project Name: Project ID #- Tel. SAMPLE ID# DESCRIPTION ! LOCATION VOLUME/ AREA TEST 001 shingle (house) PLM TEM 1 1 1 I 002 tar paper PLM TEM F71 E 003 hashing f vent Tar PLM TEM 1 1 r • 1 004 window glazing (2nd) PLM 1 1 TEM 1 1 , 005 window glazing (1st) PLM TEM 1 1 1 1 006 cement siding PLM TEM 1 1 SIM 007 vapor barrier PLM TEM l 1 i 008 blown insulation PLM TEM l 1 l—I 009 duct paper 1 1 PLM TEM 1 1 010 ductmasIic PLM TEM l 1 [] 011 linoleum (kitchen) PLM TEM l 1 1T 012 underiayment PLM TEM 1 1 1 I 013 _ _ plaster PLM 1-7 TEM 1 I 014 skim PLM TEM 1 j 1 I 015 plaster PLM 1• TEM 1 1 016 siklrn PLM TEM 1 1 1 I 017 plaster PLM 1 1 TEM 1 1 018 skim PLM TEM 1 1 1 019 I texture (2nd floor) PLM 1 1 TEM 1 020 texture (2nd Door) PI.M TEM 1_1 021 Texture (2nd floor) PLM M TEM 022 linoleum (2nd bathroom) PLM TEM 1 I r-1 023 shingle (garage) PLM TEM 1 1 024 drywall (garage) PLM 1 TEM l 1 1 1 PLM 1 1 TEM 1 1 PLM TEM 1 i ( 1 — PLM 1• TEM 1 PLM TEM [] [1 Page of Version_ CCOC,D1-18.2I2.LD Page 211 of 459 Page 212 of 459 Page 213 of 459 Page 214 of 459 v 0 X Page 215 of 459 2?VKEYE ENVIRONMENTAL EMIN,1 NI EI%I11XL ASBESTOS INSPECTION REPORT 324-326 W 7th Street Waterloo, IA Project Report Dated: April 8th, 2024 City of Waterloo Page 216 of 459 HAWKEYE 1�1 Nf1 1=1 CD 1%1 III M 17" L I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY City of Waterloo Page 217 of 459 VKEYE ENVIRONMENTAL E NI V 1 -- NI IVU E SJ 1 L A. ASBESTOS INSPECTION REPORT DMA 1. LOCATION 324-326 VV 7th Street Waterloo, Iowa 2. CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3. DATE(S) OF INSPECTION March 21, 2021 4. FIRM PERFORMING INSPECTION Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 5. LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins C1I 730.SE Maynard Road Cary, North Carolina, 27511 6. LABORATORY ACCREDITATION NI LAP {Nation Voluntary Laboratory Accreditation Program) Lab Code: 103025 City of Waterloo Page 218 of 459 Z1VKEYE ENVIRONMENTAL E1�1�`11 1%11 1 ENITom►L B. SCOPE OF WORK Methods and Procedures: The property located 324-326 W 7th Street, Waterloo, Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (iational Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and N ESHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. If further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/116 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM). Sample analysis was performed by Eurofins CEI. Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building 4Mlaterials (ACE M)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. Specific questions about testing or abatement activities may be directed to Mr. Tom Wuehr, Iowa DNR • Air Quality Division. Tom.Wuehr@DNILlowa.gov DNR.Iowa.gov 515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DNR website at: http://www.iowachr.goviairiprof/asbestos/asbestos-html City of Waterloo Page 219 of 459 2?VKFYE ENTL INSPECTION NOTES IRONM 1 R 1 1 IV1 E J 1 L In accordance with your request and authorization Hawkeye Environmental, LLC has performed an asbestos survey for the project referenced above. it is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials, This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a vacant residential propea ty, The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were coElected from aEl suspected asbestos building materials. City of Waterloo Page 220 of 459 VVKEYE ENVIRONMENTAL 0i�! 11 iJI 1E1�!TAL C. SUMMARY OF ASBESTOS BUILDING MATERIALS 324-326 7th Street Surfacing Materia]s Material None MUIaterial Description Location Thermal Systems Insulation Description Location Miscellaneous Materials Material Shingles (bottom layer) Chirnney Tar Cement Siding Duct Paper Quantity quant tv €1escri . tf nn Black/Green Roof Black Roof noar tile (no mastic) Cray Gray Green Location Exterior Walls Quantity "3400 SF <10 LF 4000 SF Basement and in wall Unit 326 bathroom S boots 60 LF 80 SF Quantities supplied are estimates. Contractors must field verify all material quantities, locations and conditions. ;T{ of Waterloo Page 221 of 459 2?VKEYE ENVIRONMENTAL IRNIN,1R NINAE1�1T�L BULL SAMPLE ANALYSIS 324-326 W 7th Street Waterloo, Iowa City of Waterloo Page 222 of 459 eurofins CEI March 28, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 3 4-3 6 W 7th St CEI LAB CODE: 8 45 13 DearCustomer: Enclosed are asbestos analysis results for PLM Bulk samp€es received at our laboratory on March 26, 2024. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sampleresults containing >1% asbestos are considered asbestos -containing materials (AGMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relatrons, Kind Regards, Tianbao Bai, Ph.D., CIH Laboratory Director NVLA TESTING lly1fP L&B CODE 1017.68-0 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 223 of 459 v eurofins CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 4-326 VV 7th St LAB CODE: B245913 TEST METHOD: EPA 600 / R93 / 116 and EPA 6001 M4-82 / 020 REPORT DATE: 08128/ 4 TOTAL SAMPLES ANALYZED: 26 # SAMPLES >1% ASBESTOS: 6 730 SE Maynard Road . Cary, NC 7 11 • 919.481.1413 Page 224 of 459 • eurofins I CEI Asbestos Report Summary By: POLARIZING LIGHT MICROCOPY PROJECT: City of Waterloo, 324-326 7th St LAB CODE: B245913 METHOD: EPA 600 1 R93 / 1'l6 and EPA R00 ! M4-8210 0 - liertt ID Layer Lab ID Color Sample Description 001 B245913.01 Black,Green Shingle ASBESTOS 0 Chrysotilo 16% 002 B245913.02 Black,Green Shingle None Detected 003 B245913,03 Black Shingle None Detected 004 B.245913_Q4 Black Chimney Tar Chrysolite 10% 005 B245913_05 Black Flashing Tar None Detected 006 B245913.06 Gray Cement Siding Chrysotile 15% 001 B245913.07 Black Vapor Barrier None Detected ooa 13245913,08 Gray Duct Paper Chrysolite 65% 009 Layer 1 B245'913.09 White Plaster Skirn Coat None Deteotod Layer 2 13245913.49 Gray Plaster Base Coat None Detected 010 Layer 1 B245913,10 White Plaster Skim Coal Nona Detected Layer 2 B245913.10 Gray Paster Base Coat None Detected 011 Layer 1 B245913,11 White Plaster Skirts Coat None Detected Layer 2 B245913.11 Gray Plaster Base Coal None Detected 012 Layer 1 B245913.12 White Plaster Skim Coat None Detected Layer 2 B245913.12 Gray Plaster Base Coat None Detected 013 B245913_13 W ij(e.Ta i Drywall None Detected 014 015 B245913.14 Tan Tape B245913.15 Mite Joint Compound None Detected None Detected 018 B245913.18 Mite Joint Compound None Detected 017 B245913,17 White Joint Compound' None Detected 018 B245913.18 White,Tan Ceiling Tile None Detected 019 B245913.19 White,Tan Ceiling Tile None Detected 020 824591,20A Gray,Beige Floor Tile None Detected B245913.208 Yellow Mastic None Detected 021 8245913,21A Gray.Beige Floor Tile None Detected 8245913.21 B Vol low Mastic None Detected 022 824591322A Green Floor Tile Chrysolite 5% B245913.2213 Yellow Mastic None Detected 023 B245913.23A Gray,9eige Countertop None Detected 13245913.23B Yellow Mastic None Detected 730 SE Maynard Road • Cary, NC 27511 • 949.481.1413 Page 1 of 2 Page 225 of 459 euirofins Asbestos Report Summary By: POLARIZINO LIGHT MICROSCOPY PROJECT: City of Waterloo, 324-326 VV 7th St LAB CODE: B245913 METHOD: EPA 600 f R93 f 116 and EPA 6001 M4-82 f 020 TClient ID Layer Lab ID Color Sample Description ASBESTOS 024 B24591324A Green Flour Tile Chrysotile 5 / B245913.248, Yellow Mastic None Detected 025 B24591325A Gray ,Beije Floor Tile Norio Detected 1324591125E Yellow Mastic 026 None Detected B245913,26 l rhi e Sink Undercoating None Detected 730 SE Maynard Road i Cagy, NC 27511 • 99.481.1413 Page 2 of 2 Page 226 of 459 eurofins EI ASBESTOS BULK, ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental Lab Code: B245913 814Wood Lily Road Date Received: 03-26-24 Solon, IA 52333 Date Analyzed: 03-28-24 hate Reported: 03-28-24 Project: City of Waterloo, 324•3 61N 7th St ASBESTOS BULK PLM, EPA 600 METHOD _ Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non-Flbreue 001 Shingle Heterogeneous 35% Cel!ulase 40% Tar B245913.0 i Biack,Greers 10% Gravel Fibrous Bound ASBESTOS o t5% Chrysotile 002 B245t31:3.02 Shingle Heterogeneous 50% Cellulose 40% Tar Black,Green 1D% Gravel Fibrous Bound None Detected 003 13245g-I3.03 Shingle Heterogeneous 50% Cellulose 40% Tar Black r10% Gravel Fibrous Bound hune Detected 004 8245913.04 Chimney Tar lornogen4 ous 5% Cellulose 85% Tar Black Fibrous Bound 10% Chrysatile 0066 EI245913.05 1-lashing Tar [iomogcnnnus 10% Cellulose Wre far None I eteck-d Black Fihraus Bound 006 B245913.06 Cement Siccing Heterogeneous G ray Fibrous Bound 85% Binder <1% Paint 15%Chrysotile 007 B245913.07 Vapor Barrier Homogeneous 70% Cellulose 3O Tar None Detected Black Fibrous Mound 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 7 Page 227 of 459 ur inASBESTOS BULB ANALYSIS e CI: 1 By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environrnerntal 814 Wood Lily Roast Solon, IA 52333 Project: City of Waterloo, 324-326 W 7th St Lab Code: B245913 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab ID Lab Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 008 B245013.08 Duct Paper Homogeneous 5% Cellulose 30% Linder Gray Fibrous Bo.ind 65% ariirysotile 009 Layer 1 B245913.09 Plaster Skiir7 Coat Heterogeneous White Nan -fibrous Bound 6,5 Binder 30% Silicates 5% Paint None Dctt cled Layer 2 Plaster Base Coat Hflrnogeneous <1% Cellulose % Binder Gray 35% Silicates Non -fibrous Bound B245913.0D None Detected 010 Plaster Skim Coat Heterogeneous 05% Binder Layer 1 While 30% Silicates B245913.10 Non -fibrous 5% Paint Bound None Detected Layer 2 Plaster Base Coat Homogeneous <1% Cellulose 65% Binder B245913.10 Gray 3591E Silicates Non -fibrous Bound None Detected 011 Layer 1 B245913,11 Plaster Skim Coat Heterogeneous Ei ite Non -fibrous Bound 65% Binder 30% Silicates 5% Paint None Detected Layer 2 Plaster Base Coat Homogeneous <1% Cellulose 65% Binder B245913.11 Gray 35% Silicates Non -fibrous Bound None Detected 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 2 of 7 Page 228 of 459 eurofins ] CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Sokon, IA 52333 Project: City of Waterloo, 324-326 W 7th St Lab Code: B245913 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 6000 METHOD Orient II] Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous 96 012 Layer 1 B245913.12 Plaster Skin) Coat Heterogeneous White Nan -fibrous Bound 65° Binder 30% Sillcat€e 5% Paint None Detected 1_ayor 2 Plaster Base Coat Homogeneous <1% Cellulose 65% Binder B245913.12 Gray 35% Silicates Non -fibrous Bound None Detected 013 B2459113.13 Drywa II Heterogeneous 207o Cellulose 80% Gypsum None Detected White,Tan Fibrous Bound 014 132459 "1:3.14 Tape Horn °gjene°US 100% Cellulose None Detected Tan Fibrous Bound 015 Joint Compound Heterogeneous 65% Binder B246913_15 White 30% Ca lc Carb Non -fibrous b% Paint Bound None Detected 016 Joint Compound Heterogeneous 65% I3indor B245913.16 VUhite 30% Calc Carla Non -fibrous 5% Paint Bound None Detected 017 Joint Compound Ieterogeneous 66% Bander B245913.17 White 30% Calc Carb Non -fibrous 5% Faint Bound None Detacti d 730 SE Maynard Road • Cary, NC 275111 • 919_481.1413 Page 3 of 7 Page 229 of 459 • eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 324-326 W 7tt St Lab Code: B245913 Date Received: 03-6-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 000 METHOD Client ID Lai) Lab lD !Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 018 B245913.18 Ceiling The Heterogeneous White,Tan Fibrous Loosely Bound 35% Cellulose 5% Paint None Detectod 019 B245913.19 Ceiling Tile Heterogeneous 95% Cellulose 5% Paint XAhite,Ten Fibrous Loosely Hound None Detected 020 Floor Tile Heterogeneous 100% Vinyl None Catocted B2459 [3.20A Gray,8eige Nan -fibrous Bound 132455013.20E Mastic Homogeneous 100% Mastic None Detected Yellow Non -fibrous Bound 021 Roo' Tile Heterogeneous 100% Vinyl None Detected B245913.21A Gray,Eleigo Non -fibrous Bound [ 2459113.218 Mastic 022 B245913,22A Floor Tile Homogeneous 100% Mastic None Detected Yellow Non-f brous Bound Homogeneous Green Non -fibrous Bowed 95% Vinyl 730 SL Maynard Road • Cary, NC 27511 • 919.481,1413 Pace 4at Page 230 of 459 eurofins CE1 ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 5333 Project: City of Waterloo, 324-326 W 7tli St Late Code: B245913 Date Received: 03-26-24 Date Analyzed: 03-28-24 Tate Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab Lab ID Description Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS B215913.22B Mastic Homogeneous Yellow Non, fibrous Bound 100% Mastic Noric., Detected 023 Countertop Heterogeneous B2459 13.23A taray.t3eige Non -fibrous ##ound 100% Vinyl Nono Detecled B245913.23B Mastic Homogeneous Yellow Non -fibrous Bound 100% Mastic None Detected 024 FloorTilc Holnocgeneons f#245 313.24A Green Non -fibrous Bound 95% Vinyt B245913.24B Mastic Homogeneous Yellow Non -fibrous Buurtd 100% Mastic None Detected 025 floor Tile I leterogeneous F1245913.25A Cray,Beige Non -lib raus Bound 100% Vinyl None Detected B245 J13,25B Mastic Homogeneous Yellow Non -fibrous Bound 100% Mastic None Pete.c(ed 730 SF Maynard Toad • Cary, NC 27511 • 919.481.1413 Page 5 of Page 231 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental Lab Code: B245913 814 Wood Lily Road Date Received: 03-26-24 Solon, IA 52333 Date Analyzed: 03-28-24 Date Reported: 03-28-24 Project: City of Waterloo, 324-326 VV 7th St ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab Lab ID Description Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 026 Sink Undercoating Hnmogeneuus B245943.26 White Fibrous Bound 10% Cellulose 9[}% Binder None Detected 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page fi of 7 Page 232 of 459 erois EI LEGEND: Non-Arith = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremoiite Calc Carb = Calcium Carbonate METHOB: EPA 500 / R93 / 116 and EPA 600 / M4-82 1020 REPORTING LIMIT; <1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1 % by 1.000 Points REGULATORY LIMIT: >1 % by weight Due to the limitations of the EPA 600 method. nonfriable organically bound materials (NOBS) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEND. Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation_ Estimated measu i-ement of under/a/My is available on request. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CE1. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client, Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government_ Information provided by customer includes customer sample ID and sample description_ ANALYST: Zayre Heinz NVIIA4I TESTINNLAP LAB CODE 1176B APPROVED BY: Tianbao Bai, Ph.D., CIH Laboratory Director 739 SE MayrFard Road • Cary, NC 27511 • 919.481,11413 Page 7 of 7 Page 233 of 459 eurofins [1 731 SE Maynard Road, Cary, NC 27511 Tea; 6-48 t-14 I2; Fax_ 919-481-1442 CHAIN OF CUSTODY !AB USE ONLY_ CEI Lab Code: CEI Lacs I.D. Range: COMPANY INFORMATION— - - PROJECT INFORMATION CEI CLIENT #: Job Contact: Company: Hawkeye Environmental Email / Tel: Address. 814 wood lily road, Solon, IA 5 333 Projec! Name; City of Waterloo Project Ip#:3 4-3 6 W 7th St Email: Cody@HawkeyeEnv.com POli: Tel; 319-930-8044 Fax: STATE SAMPLES COLLECTED IN; IA fFTAT ISNOT MARKED STANDARD3DAY TAT APPLIES. ASBESTOS _ METHOD TURFY AROUND TIME 4 HR 0 HR 1 DAY 2 DAY 3 DAY 5 DAY Pi.M BULK EPA 600 Q Q IN EC Q _ PLM POINT COUNT (4001 , EPA E00 Q _ L-1 Li • Q _Q _ Q PLM POINT COUNT (1000) 1 .PA 600 Q M PLM GRAV w POINT COUNT • EPA 600 Q 1_ Q Q M pi_m BULK CARE435 Q Q Q Q • PCM Al Ft' NIOSH 7400 ❑ EQ f Q Q 0 0 Tlfw1 AIEz EPA AHEFA LJ Q r M M Q TEM AIR . I4tO H 7402 M Q Q Q Q Q TEM AIR IPCME) I50 103f2 Q Q Q FJ LI Q I TEM AIR , ASTM 6281-15 0 IN 0 0 0 0 TEM 211LK CHATFIELO Q TEM DUSTWlPE ASTR1 D6480-45 (2014} 0 Q Q M Q Q TEM DU5 T MICROVAC ASTFA )5755-eQ (2014) Q Q Q M Q El TEM SOIL ATM D7521-le ' --1" r.-' � _ _ _ Q Q • TEM VERMECULITE C CINCINN�ATI METHOD . TEM oUALITABVE . 1144-107.1SE METHOD : " -• - _ OTHER: Q _ Q IN - Q '9oanks should Do. taken from rho. SWIM* samnre +nr .1 freed sarr+yk.3. REMARKS ! SPECIAL INSTRUCTION; Accepl Samples Q Reject Samples Relinquished By: DaterTime Received By: D - tefTlme �� 3/22124 U410 j ir (4-4_ 11 C: Sarapfes will be disposed of 30 clays after 3r1alys1s {s8cg c3g3s Page 5 of Version: CCOC,01,18.i/2,LD Page 934 of 459 0::•** eurofins CEI COMPANY CONTACT INFORMATION Company: Havrkcye Environrnentai Project Name! Protect ID #: SAMPLINGFORM Job Conlacl: Tel: SAMPLE ID# - DESCRIPTION 1 LOCATION 001 shingle (top) VOLUME AREA 002 003 shingle (mid) 004 005 shingle (hot) TEST PLtMi. L� PLM Cj PLM chimney tar PLM TEM TEM TEM =J 1 I 1 TEM I— flashing tar 006 007 cement siding vapor barrier 008 009 duct paper PLM TEM r 1 PLM I1 TEM I-1 PLM L] r'Ltd plaster (326) 010 plaster (324) 011 PLM PLM L 1 TEM TEM r E MMA L 1 TEM plaster ( 24 1/2) 012 013 plaster (326 1/2) drmalI(324) PLM PLM 014 015 tape joint compound 016 joint compound (324 112) 017 016 PLM PLM PLM TE M TEM J EA E I I TEM TEM TEM 1 joint compound (326) 019 020 1x1 ceiling We (324) 1 x1 ceiling tile (326) PLM PLM I I I I PLM PLM 1 1 TEM TEM TEM ( 1 TEM [-1I floor the (326 1/2) 021 022 floor tile (326 kitchen) PLEA E1 PLM I 1 Tem TEM floor foe (326 closet) 023 counter tap (326 kitchen) 024 PLM r TEM ( 1 PI_rl TEM L floor tile (326 bathroom) 025 026 PLM TEM I I floor file (324 kitchen) sink coaling (326 kitchen) PLM 1 1 TEM PLM TEM ( PLM 1 ( TEM Ll] PLM [� TEM Page of Version: C CO C.01.18.212. LD Page 235 of 459 Page 236 of 459 Page 237 of 459 h1AVVKLYENVIRONMENTAL ASBESTOS INSPECTION REPORT 617 W lst Street Waterloo, IA Project Report Dated: April Sth, 2024 1 City of Waterloo Page 238 of 459 1VKEYE ENVIRONMENTAL 0 NI 1 F 1�1 IV1 M 1! Tom► I- 1. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY City of Waterloo Page 239 of 459 Z?VKEYE ENVIRONMENTAL Eiw ,iPEinmi IT L A. ASBESTOS INSPECTION REPORT DATA 1. LOCATION 61.7 W 1st Street Waterloo, Iowa 2. CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3. DATE(s) OF INSPECTION March 21, 2021 4. FIRM PERFORMING INSPECTION Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 5, LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 27511 6. LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code: 103025 City of )Naterloo Page 240 of 459 HEAWKEYE NVIRONMENT 1J1 I �11 B. SCOPE OF WORK Methods and Procedures: The property Located 617 W 1st Street, Waterloo Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations, Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and NESHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. If further analysis and quantification is warranted, this analysis is performed by EPA 600 M-93/116 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM). Sample analysis was performed by Eurofins CEI. Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACBM)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. Specific questions about testing or abatement activities may be directed to Mr. Tom Wuehr, Iowa DNR - Air Quality Division. Torn.Wueh! DNR,lowa.Eov 515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DNR website at: http;//www.iowadnr.gov/air/profiasbestos/asbestos.htrni City of Waterloo Page 241 of 459 Z2VKEYE ENVIRONMENTA 1 1FI I 1 11 1 E1 1'T L INSPECTION NOTES In accordance with your request and authorization Hawkeye Environmental, LEC has performed an asbestos survey for the project referenced above. It is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a vacant residential property. The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspected asbestos building materials. City of Waterloo Page 242 of 459 VKEYE ENVIRONMENTAL M i� AZ 1 F 1111 E i�1 "1"� I None C. SUMMARY OF ASBESTOS BUILDING MATERIALS 617 W ist Street 5urfacing_Materials Material Material None Description 1 Location Thermal Systems Insulation Material quantity IDescription Location M isce I laneo us Materials Chimney Tar & Flashing Ta r Duct Paper (runs to 2'1 floor) Description Gray antity Location Chimney + Front Porch Gray Basement + In -will quantity 40 LF 4 boots +2 40 Li= Materials Containing <1% Asbestos Material Window Glazing Description Location Gray 1;k floor windows Quantity 14 +riindov, .s Quantities supplied are estimates. Contractors must field verify all material quantities, locations and conditions. Materials which contain Tess than 1% asbestos are not considered "asbestos containing materials" per Iowa DNR and EPA regulations. However, OSHA considers materials with any asbestos content to be a potential hazard. Contractors stall be required to comply with all OSHA regulations regarding removal of materials or demolition of structures with materials containing Tess than 1% asbestos. City of Water IDo Page 243 of 459 2?VKEYE ENVIRONMENTAL E 1%1 1 F 1%111 10 Nl T. L BULK AMPLE ANALYSIS I 617 IN 1st Street Waterloo, Iowa 11 City of Waterloo Page 244 of 459 4:•% eurofins CEI Maich 28, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 617 W lst CE1 LAB CODE: B245915 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on N./larch 26, 2024. The samples were analyzers for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1l% asbestos are considered asbestos -containing materials (AGMs) per EPA regulatory requirements_ The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bal, Ph.D., CIH Laboratory Director NVLA� TESTING H4LI P Lea COPE idf7fiB-U 730 SE Maynard Road • Cary, NC 27511 + 919.481,1413 Page 245 of 459 eurofins 1E� ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 617 1st LAB CODE: B245915 TEST METHOD: EPA 600 / R93 / 116 and EPA 6001 M4-82 ! 020 REPORT DATE: 03/28/24 TOTAL SAMPLES ANALYZED: # SAMPLES >1% ASBESTOS: 19 2 730 SE Maynard Road ' Cary, NC 27511 + 919.481.1413 Page 246 of 459 eurofins C E< E Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 617 W 1 t LAB CODE: B245915 METHOD: EPA 600 I R93 f 116 and EPA 600 f M4-62 / 020 Client ID Layer Lab ID Co[or Sam* Description ASBESTOS 001 B245915_01 Black Shingle None Detected 002 9245915.02 Black tarpaper 003 B245915,03 Gray,Black Chimney Tar None Detected Chrysotite 10°!¢ 004 B245915.04 White Duct Paper hrysotile 60110 005 B245915.05 Brown Vapar Barrier None Detected 006 B245915.06 White ViAndowGlazing Chrysotile <1% 007 E3245915.07 White Window Glazing None Detected 008 B245916.08 White Drywall None Detected 009 B245915.09 Brown Tape None Detected 010 B246916.10 While Joint Compound None Detected 011 B245916.11 White Joint Compound None Detected 012 B245915.12 Gray Plaster Nome Detected 013 B246915,13 Gray Plaster None Detected 014 B245915.14 Gray Plaster None Detected 015 B2.45915.15 Tan Skim None Detected 016 B245915,16 Mite Texture None Detected 017 B245915.17 linhite,Brown Ceiling Tile None Detected Ole B245916.16 White Wall Texture None Detected 019 B245915_19 Gray Insulation None Detoctod 730 SE Maynard Road - Cary, NC 27511 • 91gA81,1413 Page 1 of 1 Page 247 of 459 • cur fin CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: I-lawkeye Environmental Lab Code: B245915 814 Wood Lily Road Date Received: 03-26-24 Solon, IA 52333 Date Analyzed: 03-28-24 Date Reported: 03-28-24 Project: City Of Waterloo, 617 'A+ 1st ASBESTOS BULK PLM, EPA 600 METHOD Client 1D Lab Lab NON•ASBFTO9 COMPONENTS Lab ID DescrIptlon Attributes Fibrous Non -Fibrous ASBESTOS 96 001 Shingle Homogeneous 30"l Cellulose t,C}% '1 ar None Detected B245915,01 Black 20% Silicates Fibrous Bound 002 Tarpaper Homogeneous 75% Cellulose 25% Tar Nono Detected B245 r15,02 Black Fibrous Bound 003 Chimney Tar Homogeneous 5% Fiberglass 85% Tar 10%Chrysotile B2415915-03 Gray.Bla ck Fibrous Bound 004 Duct Faber Homogeneous 5% Cellulose 35% Binder 60%Chrysotlte B 245915.04 1iMide 065 I3245915.05 Vapor Barrier Fibrous Loosely Bound T00% Cellulose Homogeneous Brown Fibrous Loosely Sound None Detected 006 B2459-15.00 Window Glazing Heterogeneous White Non -fibrous Bound 5E Paint 60% Binder 35% Calc Carb <1%Chrysotile 007 Window Glazing Heterogertoous 5% Paint B245915-07 White 60% Hinder Non-thhraus 35% Oalc Carb Bound None Detected 730 SE Maynard Road • Cary, NC 2751 • 919.4Ei1.1413 Page 1 o` 4 Page 248 of 459 eurofin f CEO ASBESTOS BULK ANALYSIS By; POLARIZING LIGHT MICROCOPY Client: Hawkeye Et wlronnlental Lab Code: B245915 814 Wood Lily Road Date Received: 03-26-24 Boron, IA 5 333 Date Analyzed: 03-28-24 Date Reported: 03-28-24 Project; City of Waterloo, 617 1st ASBESTOS BULK PLM, EPA G00 METHOD Client Id Lab 1-al; NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous " 00B Drywall Homogeneous 3% Cellulose 97% Gypsum None Detected B245915.08 White Fibrous Bound 009 Tape Homogeneous 8245915,09 Brown Fibrous Loosely Bound i00% Cellulose None Dctacted 010 Joint Compound Heterogeneous 10% Fiberglass 5% Paint B215915.10 White 35% Binder Fibrous 50% Cale Garb Bound None Detected 011 Joint Compound Heterogeneous 5% Paint B245915_11 1Nhite 40% Binder Non -fibrous 55% Calc Garb Bound None Detected 012 Plaster Homogeneous <1% Hair 40% Binder F32,1 f315.12 Gray 60% Silicates Fibrous Bound None Detected 013 Plaster Homogeneous <1% Hair 40% Binder B245915.13 Gray 60% Silicates Fibrous Bound None Detected 014 Plaster Homogeneous <1% Half 405i) Binder B24591:i.14 Gray 60% Silicates Fibrous Bound None Detected 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 2 of .1 Page 249 of 459 eurofins I CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY alien#: Hawkeye Environmental Lab Code: B245915 814 Wood Lily Road Date Received: 03-26-24 Solon, IA 52333 Date Analyzed: 03-28-24 hate Reported: 03-28-24 Project: City of Waterloo, 617 \V ist ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Late NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Ibescriptlon Attributes Fibrous Non -Fibrous °la 015 E24515.15 Skim 14eterogeneous 10]% Paint Tan 30% Binder Non -fibrous SO% Calc Garb Bound Nono Delecteb 016 B245915 16 .I-exture Heterogeneous 3% Talc 10% Paint 41ite 52% Binder Fibrous 35% Cale Carh Bound Nona Detected 017 5245915 17 Ceiling Tile liotr:rogeneous 95% Cellulose 5% Paint None Detected While.8rown Fibrous Loosely Bound Q18 Wall Texture; Heterogeneous 5% Talc 10% Paint B245915_16 White 50% Binc4er Fibrous 35% Cal* Carb Found None Detected 019 13245915_19 Insulation Homogeneous 100% Cellulose None Detected Gray Fibrous Loose 730 5E Maynard Road • Cary, NC 27511 • 919,481_1413 Page 3 of 4 Page 250 of 459 aeurofins LEGEND: Non -frith Nan-Asbestiform Anthopliyllite Non-Trem = Non-Asbestiform Tremarite alc Garb = Calcium Carbonate METHOD: EPA 600/R93/ 116and EPA 600/M4-82/0 0 REPORTING LIMIT: <1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1 % by 1,000 Points REGULATORY LIMIT; >1% by weight Due to the limitations of the EPA 000 method, nonfr€able organically bound materials (NODS) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM), EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty rs avafiabie on rmgiest. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without +written approval by Eurofins CEI, Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results_ Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government_ Information provided by customer includes customer sample ID and sample description. ANALYST: NVLA ApTESTING !MAP LAB cam 1017E& c APPROVED BY: Tiaribao Bai, Ph.D., CIH Laboratory Director 730 SE Maynard Road • Cary, NC 27511 • 919.481.1 113 Pacre4of4 Page 251 of 459 eurofins 730 SE Maynard Road, Cary, NC 27511 Tel: 866-4B1.1412; Fax: St9-481-1442 CHAIN OF CUSTODY Li1B USE ,Y; CEI Lab Code: 4 y CEI Lab G.D. Rengo; COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT M. Job Coniat.i: y: Hawke e Environrnentak Cony an � � Email 1 Tea. Address: 814 wood lily road, Solon, IA 52333 Project Name: City of Waterloo Project Imo: 617 W 1 si Efnail- Ody@Ha keyeEnv,corrm f'{] #: TeI; 319-930-8044 Fax: STATE SAMPLES COLLECTED 1N: IA ;FTAT I NOT MARKED STANDARD 3DAY TAT APPLIES. ASBESTOS METHOD TURN AROUND TIME 4 HR 8 HR 1 DAY 2 DAY 3 DAY S DAY PLF16 L.K EPA60a w 0 0 F'.I 0 _I PLMPOINT COUNT (400) EPA 600 w wl w CI PLMPOINT COUNT 00001 EPA600 LI w w ! PLM GRAY tiV POINT COUNT EPA Egli.] . ems: D LJ w PLM BULK CARES 435 0 P IN w w PCM AIR' N NI05H 7440 I] P w D ❑ I■ TF.MAIR EPA AHERA Cl w L7 L] ',_] w TEM AIR NIOEH 7402 0 CJ P [] w w TEM AIR(PCME) ISO 14312 a a k1 P1 w M. w TEM AIR AS TM6201-16 w 0 M IN TEM BULK CHA1FIELD w Q a d Li TEM DUST WIPE ASTM cameo -Gs {2o1o} Q t1 Q w M TEM DUST MICROVAC ASTM Ds?55-0312014) P1 n 1■ ■ TEM SOIL A ATM 0.7521=16 1■ I. TEM VEPMICIILI I CINCINNATI METHOD }_ 0 • LI I■ P1 n 0 ■ TEM 'QUALITATIVE IN-HOUSE METHOD - I■ OTHER. Q w w w 11.MA 9 ShOLON be ra.4Cri bum tlia saute sarrip'o Dl as fiatd sampans, REMARKS 1 SPECIAL INSTRUCTIONS: 1 I l `4V -'—.X.ccept Samples Reject Samples Relinquished By; DatefTi*ne RecaiYed By; Date/Time 3/22/24 LACY) Samples will be dlsposea' of 36 days after analysis Page l of Version; CCOG,01.1B.1/2,LD Page 252 of 459 ;t ri s CEI SAMPLING FORM COMPANY CONTACT INFORMATION `___ Company:Hawkeye Environrnontal :JoktContatt. Project Nam07 I Project ID #: Tel SAMPLE_ IDS# DESCRIPTION # UOCATiON VOLUME! AREA TEST 001 shingle PLM I I TEM (—I 002 tar paper PLM I I TEM 1 I 003 chimney tar PLM 1 I TEM I I 004 duct Raper PLM [ 1 TEM 1 I 005 vapor Frarrier (under wood siding) PLM I— I TEM 006 window glazing (kitchen) PLM I 1 TEM I I 007 window glazing (porch) PLM I —I TEM 008 drywall (kitchen) PLM TEM I 1 009 tape PLM I I TEM �� 010 joint compound PLE41 I —I TEM I I 011 joint compound {basement) PLM 1 I TEM f 1 012 plaster PLM r I TEM I 1 013 pia stor PLM I-1 TEM Li 014 plaster PLM f t TFPA f —i 015 skim PLM = TEM [7 016 texture t PLM M TEM 1 I 017 1x1 ceiling hie Pt.M r TEM I —I 018 wall texture PLM 1 1 TEM 1 1 019 blown insulaIion PLM 1 1 TEM 1 1 PLM C—I TEM 1 i PLM 1 1 T EM 1 I PLM r . I TEM I I PLM 1 1 TEM I-1 PLM 1 1 TEM 1 1 PLM LJ TEM I l PLM 1 1 TEM 1 I PLM f 1 TEM f —I PLM 1 1 .rEM 1 I Page _ of Version: CCOC,01.18.2:2.LD Page 253 of 459 Page 254 of 459 Page 255 of 459 Page 256 of 459 VKEYE ENVIRONMENTAL E ill I pa 1%I I 1J `r L ASBESTOS INSPECTION REPOF T 0O E IVlullan Ave Waterloo, IA Project Report Dated: April 8th, 2024 City of VUd#erIDO Page 257 of 459 �AWKEYE N I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY 0 0 4J 0 Page 258 of 459 HAWKEYE ENVIRONMENTAL A. ASBESTOS INSPECTION REPORT DATA 1. LOCATION 200 E Mullan Ave Waterloo, Iowa 2. CLIENT CONTACT Ark Schroeder City Planner City of Waterloo, Iowa 3. DATE(s) OF INSPECTION March 21, 2071. 4. FIRM PERFORMING INSPECTION Hakeye Environmental 814 Wood Lily Road Solon, IA 52333 5. LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 27511 5. LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code: 103025 City of Waterloo Page 259 of 459 27VKEYE ENVIRONMENTAL E I1 I 1 1%11V1 E 1S1 " B. SCOPE OF WORK Methods and Procedures: The property located 200 E Dilution Ave, Waterloo, Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and N ESHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. If further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/11.6 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM). Sample analysis was performed by Eurofins CEI. Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National voluntary Lab Accreditation Program), Asbestos Containing Building Materials (ACBM)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources, Specific questions about testing or abatement activities may be directed to Mr. Toni Wuehr, IowaDNR- AirQualityDivision. Torn.Woehr@DNR.lowa.gov 51.5-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DNR website at: http://www.lawadnr.gov/air/prollasbestas/asbestos.html Cfty of Waterloo Page 260 of 459 1VKEYE ENVIRONMENTAL ENI 11 C i' 11 101 11 INSPECTION NOTES En accordance with your request and authorization Hawkeye Environmental, LE_C has performed and asbestos survey for the project referenced above. It is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a commercial property which is vacant. The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspect asbestos building materials. City of Waterloo Page 261 of 459 VKEYE ENVIRONMENTAL C. SUMMARY OF ASBESTOS BUILDING MATERIALS 200 E Mullan Ave Surfacing Materials Material None Description Material Location Thermal Systems Insulation Material Window Glazing rlashingTar Parapet Tar Description ` Quantity Location Miscellaneous Materials Description Gray Gray/Black Quantity Location Quantity Shop windows 6 Windows Roof Perimeter Gray/Slack Parapet walls @ roof 80 LF 80 Lf Quantities supplied are estimates. Contractors must field verify all material yuantlities, locations and conditions. City of Waterloo Page 262 of 459 HAVVKEYE ENVIRONMENTAL E MI 1 I c i li IVI M J F L BULK SAMPLE ANALYSIS 200 E Mullan Ave Waterloo, Iowa ity of Waterloo Page 263 of 459 eurofins CEI March 28, 2024 Hawkeye Environmental 814 VVood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 200 E Mulian CEI LAB CODE: B245910 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on March 26, 2024. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (A IVIs) per EPA regulatory requirements_ The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Rai, Ph.D., CIH Laboratory Director NVLA TESTING G WAR LAB CODE 1Q176B•G 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 264 of 459 eurofins ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 200 E Mullan LAB CODE: B245910 TEST METHOD: EPA 6001 R93 / 116 and EPA 6001 M14-82 / 020 REPORT DATE: 03128/ 4 TOTAL SAIV1PLES ANALYZED: # SAMPLES >1 ASBESTOS: 10 5 730 SE Maynard Road • Cary, NC 27511 481.1413 Page 265 of 459 �eurofins CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 200 E Mullen LAB CODE: B245910 METHOD: EPA GOO J R93 / 116 and EPA 600 ! i414-82 ! 620 Client ID 001 002 Layer Lab ID Color B2459111131 BleclOPM e B245010,02 Bleck,hile 003 B245910.03 Black 004 B245910.04 Mack Sample Description Pulled Loafing Rolled Roofing Flashing Tar Flashing Tar ASBESTOS 1 None Detected None Detected Chrysotile 10141 Chrysotite 10% 005 B245910.05 Rink Parapet Tar Chrysotite 10% 00B n245910.05 White Window Glazing Chrysotiie 5% 007 B245910.07 white Window Glazing 008 a245910.08 VUMite, rey E=xierierSkim None Detected 000 B2459110,09 Wnite,Gray Exterior Skim None Detected 010 B245910.10 Vviiite,Gray Exterior Skim None Detected 730 SE 'Maynard I-oad • Cary, NC 27511 • 919_481,1413 Page 1 of 1 Page 266 of 459 • eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Ot€ent: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 200 E Mullah Lab Code: B2469/0 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Descanption Attributes Fibrous Iron -Fibrous °!o 001 E2.1910.'7.1 002 I3245910.02 Rolled Roofing Rolled Roofing 003 Flashing Tor B245910.03 Heterogeneous Black, bite Fibrous Bound 50% Cellulose 40' Tar 10% GraveJ None Detected Heterogeneous Black. bite Fibrous Bound Cellulose 40% Tar 10% Gravel None Detected Heterogeneous 15% Fiberglass 70% Tar Black Fibrous Bound Cellulose 10% Chrysothe 004 8245910.04 Flashing Tar Heterogeneous 15% Fiberglass 709'0 Tar Black 5% Cellulose Fibrou a Bound 00S B245910.05 Parapet Tar Heterogeneous Black Fibrous Bowed 909L Tar 10% Chrysotile 10% ChrysotiIo 006 Windo' Glazing Heterogeneous 95% Binder B245910.06 White <1% Paint Fibrous Bound 007 Wndow Glazing Heterogeneous 95% Binder B245910.07 White <1% Paint Fibrous Bound 5% Ch rysoti le 5% C},rysotile 730 SE Maynard Road • Cary. NC 27511 • 919.481.1413 Page 1 of Page 267 of 459 %....eurofinsn CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MiROCOPY Clien : i iawkeye Environmental Lab Code: B 459'1O 814 Wood Lily Road Date Received: 03-26-24 Solon, IA 5333 Date Analyzed: 03-28-24 Date Reported: 03-28-24 Project: City of Waterloo, 200 E Mullan ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non -Fibrous ASBESTOS °f4 008 B245910.08 Exterior Shim Heterogeneous k�lh ite,G ray Non -fibrous Hound 55% Binder 30% Silicates 5% Paint None Detected 009 B2459E0.00 Exterior Skim Heterogeneous tM ite,r.3 V Non-iibraus Bound t95% Binder 30% silicates 5% Paint None Detected 010 B2 i5990.10 Exterior Skim Heterogeneous WhiterG ray Non -fibrous Bound 65% Binder 30% Silicates 5% Paint None Detected 730 SE Maynard Road • Gary, NC 27611 # 919,4811.14-13 Page 2 of 3 Page 268 of 459 f eurofins1 CEI LEGEND: Non-Anth = Non-Ashestiform Anthophyllite Non-Trern = Non-Asbestiform Tremolite Calc Carb = Calcium Carbonate IVIETHOD: EPA 600 / Rg /118 and EPA 6001 M4-a / 020 REPORTING LIMIT: <1% by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0, 5% by 400 Points or 0_1°l, by 1,000 Points REGULATORY LIMIT: >1% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBS) such as vinyl floor tiles can be difficult to analyze via polarized Tight microscopy (PLM)_ EPA recommends that all NOES analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Tease note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated m :asur'earenf of uncertainty is available DTI request. This report relates only to the samples tested ar analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI, Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytica! results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition finless otherwise noted. This report may not be used by the client to claim product endorsement by I IVLAP or any other agency of the U.S. GovernMent. Information provided by customer includes customer sample ID and sample description. ANALYST; NVLA4I TESTING NVLAP LA8 CODE 1172- APPROVED BY: Zane Heinz ` Tianbao Bal, Ph.D., CIH Laboratory Director 730 SE Maynard Road • Crary, NC 27511 • 9119.481.1413 Page 3 of 3 Page 269 of 459 eurofins CEI 730 5E Maynard Road, Caiy, NC 27511 Tel: 866-481-1 4 12; Fax: g19-481-1442 CHAIN OF CUSTODY LAB USE DNLY, CEI Lab Code: CEI Lab I.D. Rane: COMPANY /NFORMATION PROJECT INFORMATION CEI CLINTE##: Join Contact. Company. Hawkeye Environnnental Email i Iel; Adclrf,s: 814 wood lily road, Solari, IA 523:3'3 Proiecl Name: City of Waterloo Project IN: 200 E Mullen Email: ody HawkeyeEnv,com PO #: Tel: 319-930-8044 Fax: STATE SAMPLES COLLECTED IN: IA ED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD I TURN AROUND TIME 4 #IR 8 HR i DAY 2 DAY 3 DAY 5 DAY_ PLM SULK EPA CGu _ 0 E Li r. • PLM POINT COUNT (400) EPA 6D0 L 1 0 n L1 •_ Li PLM POINT COUNT !liT3 E EPA 600 1 CI • Li • I PLiu1 GRAV w POINT COUNT EPA 600 L7 Q E RLM BULK GARS 435 M M MI I■ PCM AIR NIOSFE 74Q0 M M M M L M M TEM AIR EPAAliERA M M TEM AIR NIO!FI7402 • - M M Ll TEM AIR (PCb1E) iso 10312 ri El ■ [IEl1� TEM AIR AST M6281-16 M Q E E I'=tr1 DIJI.i: CHATFIELD i ■ M El TEM DUST WIPE ASTM D6,160-.05 (2.0!a • ■ mi Q 0 TEM DUST MICROVAC AS1M 135755-09 (201,1} El I. - - — l] n LJ ■ TEM So1L AS1M D7521-16 MID T1 M VERMICULITE CINCINNATI METHOD TEM QUALITATIVE E-HOUSE METHOD N 0 - 0 OTHER: M M M MI 'ale,rk9 shovfd ha !ad en from to same sarnr+en J7t ,7n field sn rti'!rS REMARKS / SPEC[AL INSTRUCTIONS: • Accept Samples M Samples Rejec! Relinquished By: DateITime Rer.eive4 Ey' OatefTime �� e 3/22/24 (4 ## s 5 •)-(f' ,),( i 1 a_r- Samples will be disposed of30 days after analysis Page of s sas s g31 Version; CCOC-01-18,1I2:LD Page 270 of 459 "go eurofins CEI SAMPLING FORM COMPANY CONTACT INFORMATION _ - Compnny: Hawkeye Envifonmental Job Contact: Project Name; Project ID #; TeL SAMPLE ID# DESCRIPTION I LOCATION VOLUME/ AREA TEST 001 rolled roof PLh.1 [ . TEM 1 [ 002 rolled roof TEM PLM 1 i r-1 003 flashing tar 1 TEM PLM 1 I 1 1 004 flashing tar PLM I——17EM 1 I 005 parapet tar TEM PLI11 1 1 I I 006 window glazing — PLM P I TEM I I 007 window glazing TEM P[,M 1 1 [ 1 008 exterior skim PLM 1 1 TEM r-1 009 exterior skim TEM PLM I [ 1 010 exterior skim PLM ! 1 TEM [ 1 TEM PLM 1 I TEM PLM 1 1 1 — FILM 1- - -1 TEM 1 1 _ PLM I♦ TEM 1 1 PLM [ I TEM 1 1 TEM PI.M 1 ! PLM 1 1 TEM 1 1 TEM PLM 1 PLM 1 1 TEM I --I TEM PLM 1 ! I"] PLM 1 1 TEM I I PLM 1 1 TEM I-1 PLM 1 1 TEM 1 I i PPIA. i 1 TEM 1 I PLM 1 1 TEM 1 I TEM (1 PLM C1 PLM M TEM 1 I TEM [--1 PLM MI Page of Version. CCOC.01.18.21 ,[.fs Page 271 of 459 iM= Page 272 of 459 Page 273 of 459 '2VKEYE ENVIRONMENTAL E1�IVII1%111E1%1T�L ASBESTOS INSPECTION REPORT 1202 Sycamore Street Waterloo* IA Project Report Dated: April 8th, 2024 City of Waterloo Page 274 of 459 LC°ENVIRONMENTAL HAWKEYE I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS 1 DATE OF INSPECTION 4, FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY City of Waterloo Page 275 of 459 VKEYF T ENVIRONMEN AL Mi ! 1 -- 1%11 1M1%1T L A, ASBESTOS INSPECTION REPORT DATA 1. LOCATION 1202 Sycamore Street Waterloo, Iowa 2. CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3. DATE(s) OF INSPECTION March 21, 2021 4. FIRM PERFORMING INSPECTION I1awkeye Environmental 814 Woof Lily Road Solon, IA 52333 5, LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CE] 730 SE Maynard Road Cary, North Carolina, 27511 6, LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code: 10 025 City of Waterloo Page 276 of 459 Z?VKFYE ENTAL ENVIRONM ��Ft�IVI NIIA1. B. SCOPE OF WORK Methods and Procedures: The property located 1202 Sycamore Street, Waterloo, Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with N ESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols, Representative samples of suspect building rnaterials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Eight Microscopy (PLM) with dispersion staining, as described in 44 CFR Part 763 and NESHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. if further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/116 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM). sample analysis was performed by Eurofins CEI. Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACSM)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. specific questions about testing or abatement activities may be directed to Mr. Tom Wuehr, Iowa DNR -Air Quality Division. Tom.Wuehr@DNR.lowa.gov DNR.lowa.gov 515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DNR website at: http://www.iowadnr.goviair/proflashestosiasbestos.htrni City of Waterloo Page 277 of 459 2?VKEYE ONMENTAL ENVI E 1%1 11 �1 i 1 E !�! TA INSPECTION NOTES In accordance with your request and authorization Hawkeye Environmental, LLC has performed and asbestos survey for the project referenced above. it is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a vacant residential property. The property is in poor condition for its age and state of use. Roof or roofing; systems were sampled and included in this report A representative number of samples were collected from all suspected asbestos building materials. City of Waterloo Page 278 of 459 VKEYE NVIRONMEN-r Ack IL- C. SUMMARY OF ASBESTOS BUILDING MATERIALS 1202 Sycamore Street Surfacing Materia s Material None Description Material [lust Paper Location Quanti Thermal Systems nsulatlnn description Location Gray Casement went boats R in walls Miscellaneous Materials Material Linoleum (with mastic} Mastic (on wall with faux brick) Chimney Tar Description Cream Black Black cant€t R6ants&170LF Location 9st fi bath & hall Living room wall Root Quantity 250 SF 120SF l <10LF Quantities supplied are estimates. Contractors must field verify all material quantities, locations and conditions. City of VVaterloo Page 279 of 459 VKEYE ENVIRONMENTAL E1�1N,1 R 1�11 I E N! r A L BULK SAMPLE ANALYSIS 1202 Sycamore Street Waterloo, Iowa City of Waterloo Page 280 of 459 •% eurofins March 28, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 1202 Sycamore St CEI LAB CODE: B245911 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on March 26, 2024. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1 asbestos are considered asbestos -containing materials (AGMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is < 1 % asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D., GIN Laboratory Director NVLA� TESTING N4LAP LAB CODE 101768-0 730 SE Maynard Road • Gary, NC 27511 • 919,481.1413 Page 281 of 459 eurofins CEI ASBESTOS ANALYTICAL REPORT T By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of UVaterloo, 1202 Sycamore St LAB CODE: B 45911 TEST METHOD: EPA 6001 R931 116 and EPA 600 ! M4-8 10 0 REPORT DATE: 03128/ 4 TOTAL SAMPLES ANALYZED: 20 # SAMPLES >1% ASBESTOS 5 730 SE Maynard Road' Cary, NC 27511 ' 919.481.1413 Page 282 of 459 u rofi n CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 1202 Sycamore St LAB CODE: B 45 1 i METHOD: EPA 600 R93 ! 1 16 and EPA 6001 M4-82 020 Client ID Layer Lab ID Color Sample Description ASBESTOS 001 B2459.11.01 Black Shingle 002 0245911.02 Black Tarpaper 003 B245911.013 Black Chimney Tar 004 B245911,04 Brown Blown Insulation None Detected None Detected Chrysolite 10% None Detected 005 8245911.05 White Drywall None Detected 006 B245911,06 White Tape None Detected 007 8245911.07 White Joint Compound None Detected 008 13246911.08 White Joint Compound None Detected t709 6245911.09 While,l3rown Mndow Glazing None Detected 010 Layer 1 8245911.10 White,Tan Texture None Detected Layer 2 0215911,10 White Blaster Skim Coat None Detected Layer 3 B245911.10 White Plaster Base Coal None Detected 011 Layer 1 B245911.11 While,Gray Plaster Skim Coat None Detected Layer 2 8246911,11 White Plaster Base Coal None Detected 012 Layer 1 B245911.12 While.Tan Texturo None Detected Layer 2 B245911.1 2 White Plaster None Detected 013 Layer 1 B245911.13 White Taxlure None Detected 014 B245911.14 Brown Vapor Barrier None Detected 015 B246911.15A Black,Fted Sheet Flooring None Detected 824591E_15B Brown,Black Mastic None Detected 016 B245911.16A Beige Linoleum Chrysotile 20% 8245911_16B Brown Mastic Chrysotlle 3% 017 B245911.17 Back Brick Adhesive Chrysolite 3% 018 Layer 1 B215911.18 Tan Plaster None Detected Layer 2 B245911.18 Beige Cemontitious Material None Detected 019 B245911.19 White Duct Paper Chrysotile 60% 020 B246911,20 Black Sink Coating None Detected 730 SE Maynard Road t Cary. NC 275-11-9l9.481.14113 Page 1 of 1 Page 283 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZ11,.1G LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, fA 52333 Project: City of Waterloo. 1 202 Sycamore St Lab Code: 13245911 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLIV1, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID description Attributes Fibrous ton -Fibrous 041 Shingle Heterogeneous 30% Fiberglass 60% Tar 8245911.01 Black 10S• Gravel 002 B2451 1.22 Tarpaper Homogeneous 70% Cellulose 30% Tar Black Fibrous Bound ASBESTOS °!a None detected None Detected 003 B245911.03 Ghimriey Tar Homogeneous Black Fibrous Bound 90% Tyr 10 Chrysotlle 004 B245911.04 Blown Insulation Homogeneous 100% Cellulose Brown Fibrous Loosely Bound None Detected 005 8245911.05 L}rywali I heterogeneous Mite fibrous Bound 006 B24591 '1.06 Tape Homogeneous White Fibrous Bound 15% Cellulose SO% Gypsum 5% Fibetcjlass 8[}% Cellulose None Detected 10% Binder None Detectod 007 B245911.07 Joint Compound Heterogeneous White Non -fibrous Bound 60% Binder 35% Cale Curb 5% Paint None. r]otocted 0OB Joint Compound Heterogeneous 60% Pander I3245P11.08 White 35% Calc Carb Non -fibrous 5% Paint Bound Nona Detected 730 SE Maynard Rood • Cary, NC 27511 • 919.481.1413 Page 1 of 5 Page 284 of 459 4.keurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Ha£wkeye Environmental 814Wood Lily Road Solon, ]A 52333 Project: City of Waterloo, 1202 Sycamore St Lab Code: 13245,311 Date Received: 03-26-24 Date Analyzed: 03-26-24 hate Reported: 03-8-4 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ]D Description Attributes Fibrous Non -Fibrous °!o 00B Window GIa?ing Heterogeneous 2% Talc 7€3`! Finder n245f311.r19 VVhite,Efrowf 15% Calc Cart Non. fibrous 5% Paint Bound None Detected 010 Layer 1 B2459 111,110 Texture Heterogeneous 60% binder White,Tan 35% Colo Carb Non -fibrous 5% Paint Bound None Detected Layer 2 Plaster Skim Coat Homogeneous 70% Binder B245911.10 White 30% Silicates Nosy -fibrous Bound None Detected Layer 3 Plaster base Coat Homogeneous <1% Cellulose 65% Silicates B24 i911.10 (site 35' Binder Fibrous Bound None (Detected 011 Layer 1 B245911.11 Plaster Skim Coat Heterogeneous 'Mrite,Gray Nan -fibrous Bound f 7% Binder 30% Silicates 5% Paint None (Detected Layer 2 Piaster Base Coat Homogeneous <1% Cellulose 85% Silicates B245911.11 Waite 3,5% Binder Fibrous Bound None Wonted 012 Layer 1 B245911.12 Texture Heterogeneous 85% Ca lr Carla VUYIite,Tan 10% Foam Non -fibrous 5% Paint Bound None Detected 730 SE Maynard Road • Cary, NC 27511 - 919,481.1413 Pace 2 Page 285 of 459 * eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Protect: City of Waterloo, 1202 Sycamore St Lab Bode: B245911 Date Received: 0-6-4 Date Analyzed: 03-28-24 hate Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Nora -Fibrous 9 Layer 2 B245S1 1.12 Plaster Homogeneous <1% Cellulose White Fibrous Bound 65% Silicates 35% Binder None Detected 013 Layer 1 B245911,13 Texture Notarogeneous White Non -fibrous Cound 1(1% Cale Garb Foam Paint None Detected 014 B245911.14 Vapor Berner Homogeneous 80% Cellulose 20% Binder Brown Fibrous Bound None Detected O155 Sheet Flooring Heterogeneous 30% Cellulose 50% Vinyl B245911.15A Blach,Red 2J% Tar Fibrous Bound None Detected fr24511.15Ei Mastic Heterogeneous 5% Cellulose E% Mastic Brown, Black Non -fibrous Sound Unable to separate brown and black mastic None Detected 016 Linoleum Heterogeneous 30% Cellulose 50% Vinyl B245911.16A Beige Fibrous Sound 20% Chrysotile 8245€111.1.6R Mastic Homogeneous $fawn Nan -fibrous Bound Analyst opinion: Contamination from adjacent linokewn 47% Mastic 3% Chrysolite 730 SE Maynard Road • Cary, NC 27511 • 919,4811,14113 :'•� v 3 2" 5 Page 286 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Ha keye Environmental 814 Wood lily Road Solon, IA 52333 Project: City of Waterloo, 1202 Sycamore St Lab Code: B245911 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab JD Leib Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS fl� 017 B245911.17 018 Layer '1 E2459 1 1.18 Brick Adhesive Homogeneous Black Nan -fibrous Bound cr796 Tar 3% Chrysotile Plaster Heterogeneous Tan Non -fibrous Bound 50'% SNicatos 35% Binder 5% Paint None Detected Layer 2 Cementltious Material Homogeneous 70% Silicates B245911,118 Beige 30% Binder Non -fibrous Bound None Detected 019 82459i-1,19 Duct Paper Homogeneous 25% Cellulose 15% Binder While Fibrous Bound 64"k Cbrysotile 020 B245911.20 Sink Coating Homogeneous Black Non -fibrous Bound 2()% Cellulose 80% Binder None Detected 730 SE Maynard Road • Gary, NC 27511 • 919.481.1413 Page 4 of 5 Page 287 of 459 eurofins CEI LEGEND: Non-Anth 4 Non-Asbestiform Anthophyllite Nan-Trem = Non-Asbestiform Tremolite alc Garb = Calcium Carbonate METHOD: EPA 600 ! R93 f 116 and EPA 6001 14-821020 REPORTING LIMIT: <1 % by visual estimation REPORTING L€MIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1% by 1,000 Points REGULATORY LIMIT: >1°%% by weight Due to the limitations of the EPA 600 method, r onfriable organically hound materials (NOBS) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NO8s analyzed by PLM, and found not to contain asbestos, he further analyzed by Transmission Electron Microscopy (TEM)_ Please note that PLM analysis of dust and soil samples for asbestos is not covered Linder NVLAP accreditation. Estimated measurement of uncertainty is available on request_ This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEL Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted_ This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample [b and sample description. ANALYST: APPROVED BY: Lauren Schultz Tianbao E3ai, Ph.D., CIF! Laboratory Director ,S,stv,\,A Scott. Minyard NVLA4I TESTING NYLSP LAB 046E 10171584) 730 3E Maynard Road • Cary, NC 27511 • 919,481.1413 Page 5 of Page 288 of 459 eurofins CEI 73L SE Maynard Road, Cary, NC 27511 • Tl l: SEi-48M-1412; Fax; 919.-81-1442 CHAIN OF CUSTODY LA a LOSE ONLY;. 'al CEI Lab Code: CEI Lab I.D. Range: COMPA1Y INFORMATION PROJECT INFORMATION CEI CLIENT #: Job Contact Company; Hawkeye Environmental Email / Tel; Address: 814 wood lily road, Solon, IA 52333 Project Marne: CitY Of Waterloo Project log: 10 Sycamore St Email: Cod y©HawkeyeEnv.com PO 11- Tel: 19 30-8O44 Fax: STATE SAMPLES COLLECTED IN: IA 1PTAT ISNOT MARKED STANDARD 3DAY TAT APPLIES. ASBESTOS • - METHOD _ TURN AROUND TIME 4 HR B HR 1 DAY 2 DAY 3 DAY 5 DAY PLM BILK EPA8OD M M Q C Q 0 Pt.M POINT COUNT {44h) EPA A00 Q 0 La Lil LJ Q PLM PONT COUNT (1000) EPA 64D Q M M M MI M PLM GRAVw FOIPIT COUNT EPA600 Q . • a - • - 0 - PLM BULK CARE 435 M I. Q M M PCMAIIV NIO51-17400 0 0 • IN MI ❑ TEM AIR. _ EPA AHERA i Q 0 0 El — - M IMII TEl 1 AIR NIOSH 7402 M M 0 M M Q TEM AIR (PCME) ISO 1C312 Q [1 El 0 • m TEM AIR ASTM 45261-15 [) fI [1 ❑ • 0 TEM BULK CHATFIELD M M M Q Cl _ TEM OUST\NIPE ASTM 136464-O (2010) Q 0 • 0 • 0 TFM OUST MICROVAC 1 AsTM D5755.09 (2014I Li Li - - 0 • TEM SOIL._ ASTM D7521-16 _ . Q IN TEM VERMICULITE CINalNRAT; MET! IOC] M M Q • TEM QUALITATIVE IN-HOUSE METE-tOO • • Q 0 OTHER. I_i i—1 n Q Q 0 'Wanks s$rorJJd be Taken frovl rice seine sernpJe fat as field sarnp.'es. REMARKS Jr SPECIAL IN TRUCT1ONS: cept Samples Q Reject Samples Relinquished By: Daleffime Received Hy: DatelTime f%? 3/22/24 77 ++/J%( ++ / Samples 'Wit be disposed of30 days aIQOranalysis Page ' -tot r Von: CCOC.l1.T8.112.LD Page 289 of 459 eurofins CEI SAMPLING FORM M COMPANY CONTAGT INFORMATION corn pany H wke}+e Env ronrronta. ,Job Contact: Project Name; Project I O #: T Tel: SAMPLE Ibf DESCRIPTION !LOCATION VOLUME/ AREA TEST 001 shingle PLM f—I 'E M I - — 002 far paper PLM 1 I TEM 1 I 003 chimney far PLM I —I TEM f i 004 blown insulation PLM t t TEM 1 I 005 drywa1l (3rd floor) PLM f I TEM I— I 006 tape PLIvt M TEM 1 I 007 joint camp❑uncle PI r41 1-7 TEM 1 1 I 008 joint compound (1st bath hall) PLM 1 1 TEM 1 I 009 Window glazing PLM I- 1 TEM 1 1 U 10 plaster (l st fl) PLM 1 1 TIM f ! 011 plaster {kitchen} PLM r I TEM C� 012 plaster (end) PLM [1 TEfi1 L,� 01 a spray texture {1st [a3 bath) PLM 1 1 '1 EM I J 014 vapor barrier (trndr siding) PLM f l TEM I 1 015 sheet floor (kitchen) PLM 1 f TEM I 1 016 linoleum (bathroom) PLM TEM f—J 017 brick adheskva (living room wall) PLM 1 1 TEM I 1 018 foundation skirn PLM = TEM r 1 019 duct paper r'Lrai 1 1 TEM I 020 sink coaling PI.M f .7 TEM r 021 PLM El I TEM [i] 022 PLM 1 1 TEM 1 I 023 PIM 1 1 TEM f 1 024 PLM 1 1 TEM = = PLM j I TEM I 1 PLM r j TEM LJ PLM I— I 'TEM I 1 PLM I-1 TEM [ J Page tit Version; CCOC,01.18.2/7.! n Page 290 of 459 Page 291 of 459 2n.d floor register 2nd floor register Page 292 of 459 Ffj 4J 0 Page 293 of 459 Page 294 of 459 VKEYE ENVIRONMENTAL Mill 11 1%i1 1 E1.1T ►L ASBESTOS INSPECTION REPORT 100 Commercial Street Waterloo, I Project Report Dated: April 8th, 2024 City of Waterloo Page 295 of 459 HAVVKEYE ENVIRONMENTAL I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2, CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF 1NORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS j CHAIN OF CUSTODY City of WaterIoo Page 296 of 459 SHAWKEYE ENVIRONMENT Er.jvimi 1 1ENrr-AL A. ASBESTOS INSPECTION REPORT DATA 1. LOCATION 100 Cornrnercial Street Waterloo, Iowa Z. CLIENT CONTACT Aric Schroeder City Planner City ofWaterfoo, Iowa 3. DATE(s) OF INSPECTION March 21, 20?_ 1. 4. F1RM PERFORMING INSPECTION I-tawkeye Environmental 814 Wood Lily Road Solon, IA 52333 5, LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 27511 6. LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code! 103025 ' City of Waterloo Page 297 of 459 2?VKEYE ENVIRONMENTAL E J I I NI E NJ 1 L B. SCOPE OF WORT{ Methods and Procedures: The property located 100 Commercial Street, Waterloo, Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and NESHAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. of further analysis and quantification is warranted, this analysis is performed by EPA 600/-93/i.16 with 400 or 600 Point Count Procedure, Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEA). Sample analysis was performed by Eurofins CEI. Eurofins is accredited by the rational Institute for Standards and Technology for Polarized Light IV1icroscvpy analysis under their ,NEAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACBM)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. Specific questions about testing or abatement activities may be directed to Mr. Tom Wuehr, Iowa DNR - Air Quality Division. Tom uehr DNR.Iowa.515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DN R website at: http://www.lowadnr.goviair/prof/Grsbestasiosbestos,htnif City of Waterloo Page 298 of 459 Z2VKEYE ENVIRONMEN 1%1 1 AI 1%11 1 I J 1 L INSPECTION NOTES In accordance with your request and authoriatiorr Hawkeye Environmental, LLB has performed and asbestos survey for the project referenced above, It is our understanding that the subject property will be demolished, Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a commercial property which is vacant, The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspect asbestos building materials. Ci#y of Waterloo Page 299 of 459 HAWKEYE M 1 1 f 1 Pt CI 1%1 loll E 1S11 1"' A C. SUMMARY OF ASBESTOS BUILDING MATERIALS 100 Commercial Street Surfacing Materials Material Non e Material Description Location Thermal Systems Insulation Description Material Location Quantity Miscellaneous Materials Description Window Glazing; Gray Tar co. drip edge ` Black Quantity Location Shop windows Hoof Perimeter Quantity 3 Windows 140 SE Quantities supplied are estimates. Contractors must field verify alf material quantities, locations and conditions. J City of Waterloo Page 300 of 459 Z1VKEYE ENVIRONMENTAL E % f 11 1%1 Iv1 E 1� F A L BULKAMPLE ANALYSIS 100 Comrnercial Street Waterloo, Iowa City of Waterloo Page 301 of 459 • eurofins CEI March 29, 2024 I-Iawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 100 Commercial St. CEI LAB CODE: B246003 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at o•ur laboratory on March 27, 2024_ The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1°%a asbestos are considered asbestos -containing materials (A Ms) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D., CIH Laboratory Director 0 NVLA4I TESTNG iMAP LAB CODE II76B 730 SE Maynard Road • Cary, NC 27511 • 19.481.1413 Page 302 of 459 .•: eurofins CEI ASBESTOS ANALYTICAL REPORT i T By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 100 omrnerciai St. LAB CODE: B246003 TEST METHOD: EPA 600 / R / 116 and EPA 600 ! M4-82 ! 020 REPORT DATE: 03/29/24 TOTAL SAMPLES ANALYZED: # SAMPLES >1% ASBESTOS: 11 3 1 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 303 of 459 •• eurofi s CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 100 Commercial St. LAB CODE: B246003 METHOD: EPA 6001 R931'V16 and EPA 600 ! M4-82 ! 020 ASBESTOS Client ID Layer Lab ID Color Sample Description 010 r3246003_U1 Black Root Field None Detected 011 Layer 1 B246003.02 Black Roof Field None Detected Layer 2 B246003_02 Black Roof Field None Detected Layer 3 B246005,02 Brawn Insulation None Detected 012 Layer 1 B246003.03 Brack Flashing None Detected Layer 2 B245.03.03 Brack Flashing None Detected 013 B246003.04 [Slack Flashing None Detected 014 B246003.05 81ack Tar Chrysotile 5% 015 B245003, 06 Black Tar None Detected 016 B2413003.07 Gray,hite Window Glazing Chrysotile 2% 41.E 3246043.OB Gray,White Vifindow Glazing Chrysotile 2% 018 B216003.09 Mite Window Caurking None Defected 019 B240003.10 Gray Caulking None Defected 020 R246003.11 While Caulking None Detected 73(1 SE Maynard Road • Cary, NC 27511 • 919.481,1413 Page 1 of 1 Page 304 of 459 4,4,eurofins I CEI ASBESTOS BULK. ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: I-lawkeye Environmental 814 Wood Lily Road Solon, IA 5233 Project: City of Waterloo: 100 Commercial St. Lab Code: B246003 Date Received: 03-27-24 Date Analyzed: 03-29-24 17ate Reported: 03-29-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab ICON -ASBESTOS COMPONENTS ASBESTOS 'Lab ID Description Attributor Fibrous Non -Fibrous °lo 010 B246003.01 Roof Field Homogeneous Black Fibrous Bound 60% Fiberglass 40% Tar Nene Detected 011 Layer 1 B2460.03.02 Roof Field Homogeneous 60% Fiberglass 40% Tar Black Fibrous Bound Nona detected Layer 2 Roof Field Homogeneous 60% Cellulose 40% Tar None Detected B2460M.02 Black Fibrous Bound Layer 3 B240003.02 Insulation Homogeneous 1100% Cellulose None Detected Brown Fibrous Bound 012 Layer 1 E32iit00a03 Flashing Homogeneous 15% Fiberglass 85% -far None Detected Black Fibrous Bound Layer 2 Flashing Homogeneous 15% Cellulose 85% Tar None Detected B246003.03 Black Fibrous Sound 013 Flashing Homogeneous 15% Fiberglass 85% Tar None Detected B246003.04 Black Fibrous Bound 73Q SE Maynard Road t Cary, NC 27511 • 9119.481.11413 Page 1 of 3 Page 305 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 100 Comrrrerelal St. Lab Code: B246003 Date Received: 03-27-24 Date Analyzed: 03-29-24 Date Reported: 03-29-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab ID Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 9�6 014 Tor Homogeneous 10% Fiberglass 55 , Tar Black Fibrous Bound 5% C+�rysotilo 015 B245003.00 Tor liornogerrenus 15% Cellulose 135%. Tar Black Fibrous Bound None Detected 016 4Mndow Glazing Heterogeneous B246.003.07 Gray,lArnite Non -fibrous Bound 5ff Binder 35% Cale Carb 5% Paint 2% Chrysctile 017 Window Glazing Heterogeneous 58% Binder 8246003.08 Gray,Whito 35% Cale Carb Non -fibrous 5% Paint Bound 2% Chrysotlle 018 Window Caulking Homogeneous B246003.0 VUhita Nan -fibrous Bound 100% Caulk 019 B46003,10 Caulking Homogeneous Gray Nary -fibrous Bound 100% Caulk 020 B246003,11 Caulking Homogeneous White Non -fibrous Bound 1009 caulk None Detected None Detected None Detected 730 SE Maynard Road • Caryr NC 27511 • 919.481.1413 Page 2 of 3 Page 306 of 459 eurofins LEGEND: Non-Anth = Non-Asbest]form Anthophyllite Non-Trem Non-Asbestiform Tremolite Calc Garb = Calcium Carbonate METHOD: EPA 600 / R93 / 116 and EPA 600 ! M4••821020 REPOTTING LIMIT: <1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0-1% by 1,000 Points REGULATORY LIMIT: >1% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOf s) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM)- EPA recommends that all NOBS analyzed by PI_N1, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLN1 analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement or uncortainty is available on request. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEL Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretationof the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted- This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government Information provided by customer includes customer sample ID and sample description. ANALYST: 2421Y4411 Khrista Ph ` Tianbao Bai, Ph.D., CIH Laboratory Director NVLAp XEs ING NUP LAB CODE 1O1P- APPROVED BY: 730 SE Maynard Road • Cary, NC 27511 • 919--081.1413 Page 3 of 3 Page 307 of 459 eurofins CEI March 29, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 CLIENT PROJECT: City of Waterloo, 100 Commercial Street, Waterloo, IA CEI LAB CODE: B246004 Dear Customer: Enclosed are asbestos analysis results for PLi1 Bulk samples received at our laboratory on March 27, 2024. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (AGMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tranbao Bai, Ph.D., CIH Laboratory Director NVLA4Il" TESTING hWLAP LAB CODE 10176B. 730 SE Maynard Road • Cary, NC 27 511 + 1413 Page 308 of 459 ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 100 Commercial Street, Waterloo, IA LAB CODE: TEST METHOD: REPORT DATE: 8246004 EPA 600 1 R 3 / 116 and EPA 600 / M4-8 / 020 03/ 9/24 TOTAL SAMPLES ANALYZED: # SAMPLES :: 1% ASBESTOS: 9 730 SE Maynard Road + Cary, NC 27511 + 9919.481.1413 Page 309 of 459 • eurofins Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 100 Commercial Street, LAB CODE: B246004 Waterloo, IA METHOD; EPA 600 I R93 ! 116 and EPA 600 f M4-82 f 020 ASBESTOS CI[ent ID Layer Lab ID Color Same Description 001 B246004.011 White, Tan Drywall Board None Detected 002 B240004.02 Tan Drywall Tape None Detected 003 132.46004.03 White Joint Compound None detected 004 B246004.04 White,Ten Orywall Board None Detected 005 B246004.05 Tan Drywall Tape None Detected 008 B246004.06 Off-white Joint Compound -1321=1- 007 B246004_07 Tan Vinyl Base Adhesive Non Detected 008. B246004.08 Purple Terrazzo None Detected 00$ B246004.09 Tan Glazing Chrysotile 2% 730 SE Maynard Road i Cary, [VC 27511 • 919.481,114113 Page 1 of 1 Page 310 of 459 � eurofins CE1 ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental Lai) Code: B246004 814 Wood Lily Road Date Received: 03-27-24 Solon, lA 5 333 Date Analyzed: 03-29-24 Date Reported: 03- 9- 4 Project: City of Waterloo, 100 Commercial Street, Waterloo, IA ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous °la 001 6246004.01 Drywall Board Heterogeneous 20°I Cellulose 80% Gypsum Noire Detected White,Ten Fibrous Bound 1 002 B244oi4.02 Drywall Tape Homogeneous 160% Cellulose None Detected Tan Fibrous Bound 003 Joint Compound Heterogeneous 65% Binder B246004.03 White 30% Calc Garb Non -fibrous 5% Paint Bound None Detected 004 Drywall Board Heterogeneous 20% Cellulose 8D% Gypsum Nono Detected B 246004.04 White.Tan Fibrous Bound 005 B246004.05 Drywall Tape Homogeneous 100% Cellulose Tan Fibrous Bound None Detected 006 Joint Compound Heterogeneous 63% Binder B246004.65 Off-white 30% Calc Carb Non fibrous 5% Paint Bound 2% Chrysotile 007 Vinyt Base Adhesive Homogeneous 100% Mastic B24500 4.07 Tan Non -fibrous Bound None Detected 730 SE Maynard Road • Cary, NC 27511 • 919,481.1413 Page 1 at 3 Page 311 of 459 .• urofin • CF 1 ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MEROOPY Client: Hawkeyc Environmental Lab Code: B245004 814 Wood Lily Road Date Received: 03-27••24 Solon, !A 52333 Date Analyzed: 03-29-24 Date Reported: 03-29-24 Project: City of Waterloo, 100 Commercial Street, Waterloo, IA ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID DasCr ption Attributes Fibrous Nan -Fibrous 006 bit 0004.Ub Terre7zo Harnogerieous C.r7'in Binder Purple 5% Silicates Non -fibrous Bound 009 Glazing Heterogeneous 0S% Binder B2443004.0.0 Tan <19'a Paint Non -fibrous Bound None Detected 730 SE Maynard Road • Cary. NC 2751 i • 919.481.1413 Page 2 of 2 Page 312 of 459 • eurofins i CEI LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trern = Non-Asbestiform Trernolite Calc Carb = Calcium Carbonate METHOD: EPA 600 f R931116 and EPA 600 / M4-8 (0 0 REPORTING LIMIT: •=1% by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points ur 0.1% by 1,000 Points REGULATORY LIMIT: >1* by weight Due to the (imitations of the EPA 600 method, nonfriable organically bound materials (NODS) such as vinyl floor tiles can be difficult to analyze via polarizod Tight microscopy (13L1V1). EPA recommends that all NOBS analyzed by PLM, and found not to contain asbestos, he further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is riot covered under NVLAP accreditation_ Estimated measurement of trnccrtainty is available on requef. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins GEL Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analyticai results is the sole responsibility of the client_ Samples were received in acceptable condition unless otherwise noted_ This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample ID and sample description_ ANALYST: e/ APPROVED BY: Zane Heiryz Tianbao Bai, Ph.D., CIH Laboratory Director NVLAI1 TESTING NVLA P LAB CODE 101766.0 730 SE Maynard Hoed • Cary, NC 27511 • 919.481.1413 Page 3 of 3 Page 313 of 459 43,;!: eurofins CE1 730 SE Maynard Read, Cary, NC 27511 Tel: 866-481-1412; Fax: 919.481-1442 CHAIN OF CUSTODY LA n USE ONLY: •21-il CEI Lab Corte: { 0 CEi Lab I.D. Range: COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: Jab Contact: Company: Hawkeye Environmental Email r Tel. Address: 814 wood lily road, Solon, IA 52333 Project Name:City of Waterloo Project tD#;100 Commercial St Email: CodyallawkeyeEnv.COrn POtP Tel; 319-930-8044 Fax: STATE SAMPLES COLLECTED IN: Iawa IF TAT IS NOT MARKED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD TURN AROUND TIME _ 4 HR 8 HR 1 DAY 2 DAY 3 DAY 5 DAY PLM BULK EPA 600 G • l_ I E . -- Pirm POINT COUNT {400} EPAB00 • Q • Q Q PLM POINT COUNT 0000} EPA 600 Q • Lil [I U Q PLM GRAY A' POINT COUNT EPA 600 Q - PLM !BULK CARES 435 Q • • • Q PCM AiR' NOSH 7400 D • Q Q • Mi - TEM AIR EPAA1-iERA LJ 0 • L • • TEM AIR NI051H 7402 • i • Q • • TEM AIR;PCMFI ISO 10312 • Q LI • n M TEM AIR ASTM B281-15 P • Q Q Q 0 T5FA #3lJLK CHATF 1ELU -=:1 f • • M P1 TEM OUST WIPE ASTM 136486-05 (2010) Q Q Q • • • _ TEM DUST MlCROVAC ASTM 05755-G3 120.4] • • Q Q Q Q TEM SOIL ASTM D7621-16 - -Z I.-= • El TEMVFFiMICULITE CINCINNATIMCiFIOU • LD • • TEM QUALITATIVE iN-HOUSE METHOD - Q • Q . -- OTHER. Q Q • t P1 ■ • REMARKS 1 SPECAL INSTRUCTIONS: Idic Accept Samples ID Reject Samples Re/in rishad By: Datenme Received By; Date/Time 305/24 Samples will be disposed of 30 days after analysis age , 7 Version: CCOC,U1,1$-1J2.LD Page 314 of 459 eurofins CF1 SAMPLING FORM COMPANY CONTACT INFORMATION , Company: Hawkeye Environmental Job intact: Project Name: Project ID 4'. Tel: SAMPLE ID# DESCRIPTION r' LOCATION VOLUME/ AREA TEST U10 _ roof field FILM TEM I- 1 011 roof field PLM I I TEM I I 012 flashing PLM TEM I I I 013 -- — flashing PLM TEM r- PIM 014 far ig drip edge PLM TEM M 1 1 015 yen! tar PLM TEM F-1 1 I 016 window glazing PLM TEM 1-1 1 I 01.7 window glazing PLM TEM I —I 1 _ _ 018 window caulking (storefront) PLM TEM I —I ( I C1g door caulking PLM TEM I I 1 I 02d bui€ding caulking PLM F I TEM 1 E PLM TEM [ I 1 I PLM TEM 1 r I PLM TEM 1 I 1 I PLM BM TEM r---1 PLM TEM 1 J I I — PLM TEM 17] CJ PLM TEM 1 I 1 1 PLM TEM II 1 I PLM TEM 1 1 1 I PLM TEM 1-1 1 I PLM TEM E- I [1 PLM I— I TEM 1 1 PLM TEM 1--1 1 I PLM f1. TEM I— ., I PLM TEM 1 I I J PLM = TEM I I PLM TEM r 1 1 1 Page of Version: CCOC.01.18.212-L0 Page 315 of 459 eurofins CEI 730 SE Maynard Road, Cary, NC 27511 Tel: $6E-481-1412: Fax 919-481-1442 CHAIN OF CUSTODY LAB USE ONL Y, Q L/ CEI Lab Code; CE1 Lab I.D. Range: COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: 30261 Job contact: Steve Hennaberry company_ Hawkeyc Environmental Email/ Tel- 319-551-4441 Address' 814 Wood Lily Road Project Name: City of Waterloo Solon, IA 52333 Project IN: 100 Commercial Sire.et, Waterloo, IA Email: teVeJhawkeyeeflV,Coffl PO #: Tel: 319-333-7420 Farr: STATE SAMPLES COLLECTED IN: Iowa fFTAT lSNOT MARKED STANDARD3DAY TAT APPLIES. ASBESTOS METHOD TURN AROUND TIME 4 HR 9 HR 1 DAY 2 DAV 3 €SAY 5 DAY PLM BULK EPA60'v • • 7' n LI Lil D PLM POINT COUNT (400) EPA 604 M M M n D Ill PLM POINT COUNT f 1000} EPA 604 M D M I _.J D D PLM OWN wPOINrCOUNT EPA604 L i D M P1 D PLM BULK CAR B435 M M M D M PCMAIF' NlOSH7400 M M M D TEMAIR EPAAFIERA • • Li Li • D TEM AIR r IOSH 7402 M • r ] L-I • D TEM AR 1PCME) ISO 14312 . DLi 701,4 AIR ASTM 6241-15 D D D • • D TEly1 BL}LI{ CHATFIELD , , d 0 D LJ • D TEM f7LIST 4 IPE ABM D6490-45 f2010j ID Q D I■ M El TEt,1 DUST MiCPOVAC ASTM D5755.0912014F D D ElD D D TEM SOIL ASTM 07521-16 .: { 1.19 d . - !' _ 0 M I■ Li 'EPA VhRMFCULITE CINCINNATI METFi0D ■ M M D TEM QUALITATIVE IN-HOUSE METHOD ■ IN 0 0 M OTHER: • D D D 0 D Tfxnkx.Nhouhl Oe wen from S.10104E rot as feed s a raves. REMARK / SPECIAL INSTRUCTIONS: 0- Accept SarnpFes Reject Samples Relinquished By; Date/Time _ Received 13y: DaterTime Steve Henneberry 03.125.124 3 ilri q:L/D Samples will be alisp as ed of 30 days after analysis 77 5Z 31416 Page 1 of 2 Version: CCOC,01.18-1121D Page 316 of 459 eur fins CE1 SAMPLING FORM COMPANY CONTACT INFORMATION Company: HaWkeye Environmental Job Contact: Sieve Hennebcrry Project Name- Proiect ID #: Tel. SAMPLE ID# DESCRIPTION f LOCATION VOLUME! AREA TEST - 001 Drywall Board (Waiting Area) PLM I • 1 TEM I I 002 Drywall Tape (Walking Aron) PLM E 1 TEM 1 I 003 Drywall Joint Compound (Waiting Area) PLM TEM ( 1 I I 004 Drywall Board (Shop) PLM T1-M = 005 Drywall Tape (Shop) PLM TEM 1 1 I I 006 Drywall Joint Compound (Shop) PLM TEM I l I 1 00? Vinyl Base Adhesive PI.M TEM 1 J _] 008 Terazzo Flouring (Wailing Area) PLM M TEMPI I 1 009 Glazing {Sh•op ? S Steel Windows) PLM 11 TEM I 1 PLM 1 1 TEM I —I PLM I I TEM PLM TEM 1 1 [1 PLM 1 1 TEr49 I 1 PLM L = 1 TEM E 1 PLM 1 1 TEM 1 1 PLM TEM L 1 t ] PLM 1 1 TEM 1 1 PLM ThM I— I — PLM 1 1 TEM 1 1 PLM 1 BM F7 I— PLM ( I TEM 1 I PLEVI TEM —] t J PLM i TEM I I PLM II TEM I 1 — PLM NM TEM ! PLM TEM MM NM PLM 1 1 TEM I PLM TEM ME1 1 j Pa.,n 2 or 2 Version: CCOC.01.18-2)2.LD Page 317 of 459 Shop Windows Tar drip edge around roof perxxeter v 4- 0 c Page 318 of 459 L1/KEYE ENVIRONMENTAL E 1%1 1 F 1�11 e iv 1J L ASBESTOS INSPECTION REPORT I T 118 Sycamore Street Waterloo, IA Project Report Dated: April 8thi 2024 City of Waterloo Page 319 of 459 &?VKEYE ENVIRONMENT E 1�1 1 F C N11 i E N11 L I. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C. SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS f CHAIN OF CUSTODY City of Waterloo Page 320 of 459 HAWKEYE ENVIRONMEN E 1%1 1 � 1i 1S1'T L A. ASBESTOS INSPECTION REPORT DATA 1. LOCATION 118 Sycamore Street Waterloo, Iowa 2. CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3, DATE(s) OF INSPECTION Marco 21, 2021 4, FIRM PERFORMING INSPECTION Hawkeye +e Env ronrnenta1 814 Wood Lily Road Solon, IA 52333 5. LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 2751.J. 5, LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program) Lab Code: 103025 City of Waterloo Page 321 of 459 HAWKEYE ENVIRONMENT/�►L B. SCOPE OF WORT{ Methods and Procedures: The property located 118 Sycamore Street Waterioo Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants) protocols. Representative samples of .suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFR Part 763 and NE5HAPs. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. If further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/116 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM). Sample analysis was performed by Eurofins CEI, Eurofins is accredited by the National Institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP ( National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACI3M)s and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. Specific questions about testing or abatement activities may be directed to Mr. Torn Wuehr, Iowa DNR - Air Quality Division. Torn.Wuehr@DNR.Iowa.gov 515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DNR website at: http://wwwdowadnr.goviairiproffosbestosiosbestos.html ity of Waterloo Page 322 of 459 2?VKEYE ENVIRONMENTAL E�1N,1 F 1%11V1 1%1T L INSPECTION NOTES In accordance with your request and authorization Hawkeye Environmental, LLC has performed an asbestos survey for the project referenced above. It is our understanding that the subject property will be demolished_ Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a vacant commercial property. The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspected asbestos building materials. A large portion of the interior of this building has collapsed. A pre -bid walkthrough of the property is highly recommended so site conditions can be considered. City of Waterloo Page 323 of 459 (JVKEYE ENVIRONMENTAL E Ili N, I 1� 11 E 1%1 Tom► L, C. SUMMARY OF ASBESTOS BUILDING MATERIALS 118 Sycamore Street Surfacing Materials Material N one Description Location Thermal Systems Insulation Material Description Location Quantity Miscellaneous Materials Quantity Material DDrwal4 Joint Compound Roof Flashing Roof Field Window Glazing Panel Adhesive Description Whiterfan Black Location Quantity Throughout ** Entry Canopy Roof Black Entry Canopy Roof G ray Wall The (with adhesive) i2" Floor Tile (no mastic) 12" Floor Tile no mastic) Brown Red/Black N Dock Windows Showroom Office Showroom Office 800 SF Gray ShicnArroorn Storage Beige, Brown Mastic (under composite flooring) Old roof Remnant Flashing Perimeter Tar Crearn Black Restrooms 140 SF 100 SF Showroom Entry In Warehouse Grayf BIk North High Roof Gray N & South High Roof 320 FF 61L F1' Quantities supplied are estimates. Contractors must field verify a!I material quantities, louatians and conditions. City of Waterloo Page 324 of 459 2VKEYE ENVIRONMENTAL 01%1 11 �1 11 E 1� 1 A L BULK SAMPLE ANALYSIS 118 Sycamore Street Waterloo, Iowa City of Waterloo Page 325 of 459 4eurofins March 29, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 5 333 CLIENT PROJECT: City of Waterloo. 118 Sycamore Street, Waterloo, IA CEI LAB CODE: B 4 001 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on March 27, 2024_ The samples were analyzed for asbestos using polarizing Tight microscopy (PLM) per the EPA 600 Method. Sample resu4ts containing >1% asbestos are considered asbestos -containing materials (A Ms) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1 % asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D,, CIH Laboratory Director NVLA TESTING NvLAP L ODDE 101768.0 730 SE Maynard Road • Cary, NC 27511 • 919.4 1.1413 Page 326 of 459 Co)eurofins CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 118 Sycamore Streetr Waterloo, IA LAB CODE: B246001 TEST METHOD: EPA 6001 R931 116 and EPA 6001 M4-82 / 020 REPORT DATE: 03/29/24 TOTAL SAMPLES ANALYZED: ED: 43 # SAMPLES >1%ASBESTOS; 16 730 SE Maynard Road • Cary, NC 7511 • 919.481.1413 Page 327 of 459 eurofins CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Vaterloo, 118 Sycamore Street, LAB CODE: B246001 Waterloo, IA METHOD: EPA 600 f R93 f 116 and EPA 600 f M4-82 ! 00 Client ID Layer Lab 1D Color Sample Description ASBESTOS 001 B246001.01 While fkywail Board None Detected 002 B246001,02 Brown Drywall Tape None Detected 003 B246001.03 004 13246001.04 005 B246001.05 White Brown White, f'an Dryv al! Joint Compound Chrysotile 2% drywall Joint Compound None Detected Drywall Tape None Detected 006 B246001.06 White Drywall Joint Compound 007 B246001.07 Gray Floor Tile None Detected None Detected 008 B246001.08 Black Fo t Llnderlayment None Wooled U00 B246001.06 White,Brown Fiberboard Ceiling None Detected 010 B246001.10 White,Gray Piaster None Detected 011 B246001.11 Gray Piaster None Detected 012 Layer 1 B246001,12 Black Tar Chrysotile 10% Layer 2 B248001.12 Black 'Tarpaper Chrysottle 25% 013 I3246001_13 Black Terpepor None Detected 014 B246001_144 White,Gray Glazing Chrysotile 5% 015 016 B24600f_16 B246001,16 017 B246001.17 019 B246001.16 B246001.19 White Black Black While,Gfay Caulk Roof Flashing Hoof Field Caulk While.Off-while Caulk None Detected Chrysotile 15% None Detected 020 021 022 B246001.0 B246001. 21 B246001.22 White Brawn Drywall Board Drywall Tape Green, White Drywall Joint Compound None Detected None Detected Chrysotile 2°% 023 B246001.23 GreenriM1Ite Drywall Joint Compound 024 B246001.24 Green,WhIte Drywall Joint Compound Chrysotiie 2% 025 B246001.25 Yellow Carpet Mastic Nona Detected 026 B246001.26 Brawn Panel Adhesive 027 B246001.27 Red,Black Wall Tile Chrysotile 2°%I Chrysotile 2% 028 B246001.28 Yam Adhesive Chrysotile 2% o29 B246001, 29 030 B246001.30 Gray Yellow 12" Floor Tile Chrysotile 2% Mastic None Detected 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 2 Page 328 of 459 iss;!: urofins CEI Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 118 Sycamore Street, LAB CODE: 8246001 Waterloo, IA METHOD: EPA 600 / R9 1116 and EPA 600! M4-8 1 020 ASBESTOS Client ID Layer Lab ID Color sample Description 03i B246001.31 Beige,Brown 12' FloorTile Ghrysotile 3% 032 B246001.32 Follow Mastic None Detected 033 B24600t_33 Gray,Brown Composite Flooring None Detected 034 D24E001.34 Cream Mastic Chrysotile 2% 035 B246001.35 Gray Caulk None Detected 036 13246001.36 Gray Caulk None Detected 037 B216001.37 Black Tar Paper None Detected 038 6246001.38 Brown Caulk None Detected 039 8246001.39 Black Vapor Barrier None Detected 040 B246001.40 Black Vapor Barrier None Detected 041 Layer 1 B246001.41 Brown,Dark Caulk Brown None Detected Layer B246001.41 Black Caulk None Detected 042 Layer 1 B246001.42 Black Roof Field None Detected Layer 2 B2.16001.42 Brown insulation Nona Defected 043 Layer 1 B246001.43 Blaa Roof Field None Detected Layer 2 B246001.43 Brown Insulation None Detected 730 SE Maynard Road • Cary, NO 27511 • 919,481, t413 Page 2 of 2 Page 329 of 459 eurofins f:LI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA Lab Code: B246001 Date Received: 03-27-24 Date Analyzed: 03-29-24 Date Reported: 03-9-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non -Fibrous ASBESTOS 6�8 001 B246001.01 Drywall Board Hornageneous Write Fibrous Bound Cellulose 97`i6 Gypsum None rletectc:d 002 B2413001-02 Drywall Tape Hornogennous 100% Cellulose Brown Fibrous Loosely Bound None Detected 003 Drywall Joint B246001.03 Compound Homogeneous 65% Binder White 35% Cale Carla Non -fibrous Bound Nona Detected 004 R248001.04 Drywwell Tap Homogeneous 100% Cellulose Brawn Fibrous Loosely Bound None Detected 005 Drywall Joint Heterogeneous 58% Binder B246001-05 Compound Wnite,Tan 35% Colo Carta Non -fibrous 5°Y% Paint Bound 2% Chrysotile 006 Drywall Joint Heterogeneous 60% Binder F1246O01.00 Compound White 35% Ca lc Carb Non -fibrous 5% Paint Sound None Detected 007 Floor Tile 11omogonnous 30% Cellulose 70% Vinyl B246001.07 Gray Non -fibrous Tightly Round None Detected 730 SE Maynard Road • Cary, NC 27511 • 919-481.1413 Page 1 of b Page 330 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkoye Environmental Lab Code: B246001 814 Wood Lily Road Date Received: 03-27-24 Solon, [A 52333 Date Analyzed: 93-29- 4 Date Reported: 03- 9- 4 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non -Fibrous ASBESTOS °!a 008 reit Underiayment Heterogeneous 70% Cellulose 30 6 Ta- Norse Detected B246001.08 I:iiack Fibrous Bound No mastic present. Sample appears to be felt underlayrnent only. 009 Fiberboard Ceiling Heterogeneous 95% Cellulose 5% Paint Nona Detected 5246C01.09 White,Brown Fibrous I.oasely Bound 010 B24600 i_10 Planer Heterogeneous 65`Yo Silicates White,Gray 35% Binder Non -fibrous <1% Pint Bound None Detected 011 B246401_11 Plaster Homogeneous 65% Silicates Gray 35% Binder Non -fibrous Bound None Detected 012 Layer 1 B246001,12 Ter Heterogeneous Black Non -fibrous Bound 90% Tar 1 VA Chrysotile Layer 2 B24.6001.12 Tarpaper Heterogeneous 10% Cellulose. 65% Tar Black Non -fibrous Bound 013 B246001.13 Tarpaper l leterogeneovs 70% C❑'llulose 30% Tar None Detected Black Non -fibrous Bound 730 SE Maynard Road • Cary, NC 27511 • 919_.181_.1413 Page 2 of 8 Page 331 of 459 • eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: I lawkeye Environmental Lab Code: B245001 814 Wood Lily Road Date Received: 03- 7- 4 Solon, IA 52333 Date Analyzed: 03-29-24 Date Reported: 03-29-24 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab ID Description La l) NON -ASBESTOS COMPONENTS Attributes Fibrous Nan -Fibrous ASBESTOS IJ¢ 014 B24 6001,11 Grazing hleterflgeneous White,Gray Non -fibrous Bound 90% Binder 5% Paint 5%Chrysotile 015 B246001,15 Cau&k Heterogeneous 3% Talc 92% Caulk White 5% Paint Nora -fibrous Bound None Detected 016 l3246001.16 Roof Flashing Heterogeneous 10% Cellulose 65% Tar Black Non -fibrous Bound 25°!% Chrysotile 017 e246001.11 Roof Field Heterogeneous 20% Cellulose 65% Tar Blatt Non -fibrous Bound 15% Chrysotile 018 B24i00f.f8 Caul% Heterogeneous Whdre,Cray Non-fibrcru^ Bound 97% Caulk 3% Clirysotife 019 B24 i001.19 C:aul.K Iletercgeneous 3% Talc Wilite,Off-white Non -fibrous Bound 92% Caulk 5% Paint None Detected 020 B246001.20 Drywall Board Hornogrneous 2% Fiberglass 98% Gypsum None Detected White <1% Cellulose Fibrous Bound 730 SE Maynard Road • Cary, NC 27511 • 919-481.11413 Page 3 of 6 Page 332 of 459 eurofins I CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 533 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA Lab Code: B 4600'I Date Received: 03-27-24 Date Analyzed: 03-29-24 hate Reported: 03-29-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lah NON•ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous 021 EI2'15001.21 Drywall Tapo Homogeneous ogeneous 100% C;nlluloso None Dciccted Brown Fibrous Loosely Bound 022 Drywall Joint Heterogeneous 58% Binder 132 0001.22 Compound Creel/Wide 35% Gale Carb Non -fibrous 5% Paint Bound alp Chrysotile 023 Drywall Joint Heterogeneous 58% Binder B240001_23 Compound Oreen,Wh3te 35°. Cale Carl) Non -fibrous 5"fS Paint Bound 2% Chrysotlle 024 Drywall Joint Heterogeneous 58% E3indor B240001.24 Compound Oreen,Mite 35% Cabe Oars Non -fibrous 5% Paint Bound 2% Chrysotlle 025 1324t L01.23 026 13240001.20 Carpet Mastic Panel Adhesive Homogeneous Yellow Non -fibrous. Bound i1 omoganeous Brown Non -fibrous Bound 100% Mastic 98% hiaslie None Detected 027 Wall Tile Homogeneous B246001.27 Red,Black Non -fibrous Tightly Bound SS% Vinyl 2% Chrysotila 730 SE Maynard Road - Cary, NC 27511 • 919.481.1 413 Page 4 of Page 333 of 459 eurofins CEO ASBESTOS BULK ANALYSIS By; POLARIZING LIGHT MICROSCOPY lien#: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA Lab Code: B246001 Date Received: 03-27-4 Date Analyzed: 03-9-4 Date Reported: 03-29-24 ASBESTOS BULK PLM, EPA H00 METHOD Cliont ID Lab ID Lab Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Non -Fibrous ASBESTOS 028 B24 6001, 28 Adhesive Homogeneous Yellow Non -fibrous Bound 98% Mastic 2%Chiysotile 029 32.46001.29 12" Floor Tile Homogeneous Gray Non -fibrous Tightly Bound 98'%o Vinyl 2% Chroctile 030 Mastic Homogeneous 13246401.30 Yellow Non -fibrous Bound 100% Mastic Nono Detected 031 L24•30C1.31 12" Floor Ele Homogeneous Beige,Brown Non -fibrous Tightly Bound 97% Vinyl 3% Chrysotile 032 B24E001.32 hlaslir, Homogeneous Yellow Non -fibrous Bound 100% Mastic None Defected 033 Composite Flooring Heterogeneous 1 % Talc 100% Vinyl None Detected B246001.33 Gray, Brown Non -fibrous Tightly Bound 034 Mastic Homogeneous B246001.34 Cream Non -fibrous Bound W1% Mastic 730 SE Maynard Road • Cary, NC 27511 • 919.481. 1413 Page 5 of 8 Page 334 of 459 vinkr eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo. 118 ycamore Street, Waterloo, IA Lab Code: B246001 Date Received: 03-27-24 Date Analyzed: 03-29-24 Date Reported: 0 - 9- 4 ASBESTOS BULK PLM, EPA 600 METHOD CIIent ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS 1 Lab ID Description Attributes Fibrous Non -Fibrous 035 824C001.35 Caulk Hornojeneous 2% Talc Gray Non -fibrous Bound 98% Caulk None Detected 036 B 246 001. 36 Caulk Homogeneous 2° Talc Gray Non -fibrous Bound 98% Caulk None Detected 037 B246001.37 Tar Paper leteroGenectls 7C CeIlulose 30% Tar None Detected Black Non -fibrous Bound 038 524600 1.3H Caulk Hornegencous 100% Caulk None Detected Brown Nen-fibrous Bound 039 Bt746001.39 Vapor Baffler Heterogeneous 100% Tar None Dotcr:ted Black Non -fibrous Bound 040 B246001.40 Vapor Barrier Heterogeneous 100% Tar None Detected Black Non -Fibrous k�ound 041 Layer 1 B246001,11 Caulk Helerageneous 100% Caulk None Detected Brown,nark Brown Non fibrous Bound 730 SE Maynard Road - Cary, NC 27511 • 919.481.1413 Page 5 of 8 Page 335 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 118 Sycamore Street, Waterloo, IA Lab Code; B246001 Date Received: 03-27-24 Date Analyzed: 03-29-24 Date Reported: 03-29-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non-Fibrous DA ASBESTOS Layer 2 B 246001.41 {;sulk Homogeneous Black Non -fibrous Bound 100% Binder None Detected 042 Layer 1 I3246001.42 Roof I-ield Heterogeneous 20% Black Non -fibrous Bound Cellulose Sp"%6 Tar None Detected Layer 2 3246001A2 Insulation ilomocgeneous 80% Cellulose 20°, Perlite Brown Fibrous Loosely Bound Norse Detected 043 Layer 1 8246001.4 3 Roof Field Heterogen€snus 2[]% Cellulose SO Tar None Detected Black Non -fibrous Bound Layer 2 Insulation Homogon€;ous 80% Cellulose 20°!o Perlite None Detected 13246001.4a Brown Fibrous Loosely Bound 730 SE Maynard Road •nary, NC 27511 • 919.481.1413 Page 7 of Page 336 of 459 eurofins CEI LEGEND: Non-Anth = Non-Asbestiform Anthopliyllite Non-Trem = Non-Asbestiform Tram°lite Cale Garb = Calcium Carbonate METHOD: EPA 600 / R93 / 116 and EPA 6001 M4-82 / 020 REPORTING LIMIT: < 1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Po€rats or 0.1% by 1,000 Points REGULATORY LIMIT: > t% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM), Please note that PLM analysis of dust and soil samples for asbestos is riot covered under NVLAP accreditation. Estimated measurern ni of rincertalraty is available on reques#. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.B. Government. Information provided by customer includes customer sample [Di and sample description_ ANALYST: A)141„__ Nichoras Moore NVEA® TESTING JV{,5P LAB CODE 10176E-0 APPROVED BY: Tianbao Bai, Ph.D., CIH Laboratory Director 730 SE Maynard Road i Gary, NC 27511 • 919.481.1413 Page 5 of 8 Page 337 of 459 e,::: eurofins CEI 730 SE Maynard Road, Cary, NC 27511 Tel:866-48I-1412; Fox:910-491-1442 CHAIN F CUSTODY LAB USB ONLY; CEI Lab Code: -Zg5.606 CEI Lab I.D. Range: COMPANY INFORMATION PROJECT INFORMATION CE1 CLIENT 110:3026 1 Job Contact. Steve Henneberry compan r_Hawkeye Environmental Email 1 Tel: 319-51-4441 Address. 814 Wood Lily Road Projecl Name: CRY of Waterloo Solon, IA 52333 ,project 11 ;118 Sycamore Street, Waterloo, IA Emaf!_Steye@tia keyeeny.com PO#: Tel: 19- 33-7420 Fax• S STATE SAMPLES COLLecTED IN: Iowa T IS NOT T MARKED S TANDA RD 3 DAY TAT APPLIES, ASBESTOS METHOD TERN AROUND TIME 4 HR B HR f DAY 2 DAY 3 DAY 5 DAY FL PA BULK EPA 600 ■ E _ 0 C 0 • PLM POINT COUNT 000) EPA fi00 0 0 0 . MI E PLM POINT COUNT i:1c'DDi EPA60Q ■ IN 0 L • El -- PLM GRAN/ w POINT COUNT EPA 600 (1 0 • L] a PLM BULK CARD .135 Li 0 • • 0 0 PCMAIR' NIDSH7400 ■ 0 ■ M M TEM AIR EPA AHERA 0 CJ ❑ M Q 0 TEM AIR N NIOSH7402 0 M 0 i LJ 0 TEM AIR (PCME) ISO10312 0 Li 0 I. TEM AIR ASTM0281-15 M M M n M n 1 TEM BULK CHATFIELD _ Q I 0 IN M TEM DUST WIPE ASTLi air180-05 (241fl) M 0 M M TEM DUST MICROVAC AST D5755-09 i21:P1.4r Q M ] 0 _ 7Ero SOIL AVM 07521-16 0 TEM VERMILLJLIT CINCINNATI METHOD 0 _ a 0 TEM QUALITATIVE IN-HOUSE METHOD - IN 0 0 OTHER 10 L_I M Q 0 REMARKS / SPECIAL INSTRU TlON ; , 46V Accept Samples Reject Samples Relinquished Sy: Date/Time Received = DatelTime Steve Henneberry 03/25/24 Samples will be disposed of 30 days afIcr analysis ago 0 Ts Version; COC.01-18-1i21D Page 338 of 459 41.:!; eurofins CEI SAMPLING FORM COMPANY CONTACT INFORMATION Company:HawkeyeEnvironmental Job C:onkeck: SteveHenrieberry Project Name: Project ID O. Tel: _. SAMPLE 10il DESCRIPTION / LOCATION VOLUME/ AREA TEST 001 Drywall Board (Warehouse Offices) PLM I . 1 TEM F - -1 002 Drywall Tape (Warehouse Offices) PLM I 71 TEM 1 I 003 Drywall Joint Compound (Warehouse OTt cos) PLM I 1 TEM i 1 004 Drywall Tape(Offices) PLM L_a TEM I I BO5 Drywall Joint Compound (Offices) PLM I 1 TEM I 1 006 Drywall Joint Compound (Entry) PLM 1 1 TEM 1 I 007 Floor Tile (Office) PLM I I TEM = 008 Mastic (Office) PLM I I TEM 1 I 009 Fiberboard Ceiling PLM I I TEM [ I 01U Plaster (Warehouse) PLM = TEM I I 011 Piaster (Warehouse / Basement) PLM l . J TEM f I 012 Tar (Remnant Interior Roof f Warehouse) I PLM F I TEM I 1 . 013 Tar Raper (Exterior Wall f NE) PLM L. I TEM ] I 014 Glazing (N Dock Windows) PLM I I TEM 015 Caulk (N Dock Windows) PLrw1 I71 TEM I I 016 Roof Flashing (Entry Canopy Roof) PLM I ; I TEM 017 Roof Field (Entry Canopy Roof) PLM r` TEM I I 018 Caulk (I@ Metal f Err/ Canopy Roof) PLM ( 1 TEM 1—.1 019 Caulk (NE Entry Do0r) PLM ( J TEM I I 020 Drywall Board (Showroom) PLM ( '1 1 TEM [1 021 Drywall Tape (Showroom) PLM ( [ J TEM I I 022 Drywall Joint Compound (Showroom) PLM ( 1 TEM 1-- 023 Drywall Joint Compound (Showroom Office) PLM It J TEM I I 024 Ball Joint Compound (Showroom Entry) PI_M I 1 TEM 1 I 025 Carpet Mastic (Showroom Office) PLM I 1 TEM 1 I 026 Panel Adhesive (Showroom Office) PLM TEM I 1 027 Wall Tile (Showroom Office) PLM I I 1 EM L 028 Wall Tile Adhesiv8 (Showroom Office) PLM 1 TEM I I Page 4f Version: CCOC-01.18-2I2.LD Page 339 of 459 eurofins CEI SAMPLING FORM COMPANY CONTACT INFORMATION company_ Hakeye Environmental ,lob Contact Sieve Henneberry Pro'eel t Name: - Project ID #I: Tel: SAMPLE Off DESCRIPTION 1 LOCATION VOLUME/ AREA TEST 029 1 " Floor Tile (Showroom Storage) PLM TEM I r 030 Mastic (Showroom Storage) PLM 1 1 TEM 031 12"Floor Tile (Restrooms) PLM TEM 032 Mastic {Restraams) PLM TEM 033 _ Composite Flooring (Showroom Entry) PLM [ iI TEM r r 034 Mask (Showroom Entry) PLM I I TEM 035 Caulk (Showroom Exit Window) PLM f 1 TEM II I 038 Caulk (Showroom Ex/ Door) PLM r I TEM I— I 037 Tar Paper (Canopy Roof) PLM ( 1 TEM I. 038 Caulk (Canopy Roof) PLM f TEM I - 039 Vapor Barrier (Light Shop Warehouse Roof) PLM TEM 040 Vapor Barrier (Lighi Shop Warehouse Roof) PLM 771 TEM I 1 041 Caulk (Metal Flashing 1 Showroom Root) PLM L. I TEM I 1 042 Roof Field (Showroom Roof) PLM I 1 1 TEM I 043 Roof Field (Showroom Roof) PLM L.. I TEM I 1 PLM 1 1 TEM I 1 PLM I___I TEM (_J PLM LJ TEM I 1 PLM 1 1 1 EM f� PLM 1 1 TEM I PLM 1 1 TEM f1 PLM 1 1 TEM I PLM 1 r TEM C� PLM 1 I TEM I PLM 1 r TEM I. I _ PLM I 1 TEM I PLM 1 1 TEM i 1 PLM 1 TEM [ Page - - a{ 3 Version: CCOC,01-18.212-LC Page 340 of 459 * � • ur fin CEI April 4, 2024 Hawkeye Environmental 814 Wood Lily Road Solon, IA 5 333 CLIENT PROJECT: City of Waterloo, 118 Sycamore - 2 Story Section CEI LAB CODE: B246384 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on April 2, 2024. The samples were analyzed for asbestos using polarizing Tight microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (A h s) per EPA regulatory requirements- The detection limit for the EPA 600 Method is <1 °l0 asbestos by vdeight as determined by visual estimation. Thankyou for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D., CIH Laboratory Director IIVLA TESTING MAP(.A CODE 1 11 -P 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 341 of 459 } iirfin CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 118 Sycamore - 2 Story Section LAB CODE: B246384 TEST METHOD: EPA 600 f R931 116 and EPA 6001 M4-82 / 020 RESORT DATE: 04104124 TOTAL SAMPLES ANALYZED: # SAMPLES >1% ASBESTOS: 14 3 730 SE Maynard Road - Cary, NC 27511 • 919.481.1413 Page 342 of 459 eurofins CE1 Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT; City of Waterloo, 118 Sycamore - 2 Story LAB CODE: B246384 Section METHOD: EPA 600 1 R93116 and EPA 600 1 r I4-62 f 020 Client ID Layer Lab ID Color Sample Description ASBESTOS °!4J 031 Layer 1 B246384.01 Brown,Tan Fihr`rhoard None Detected Layer 2 B2463634.01 Brown,Black Tar Nene Detected 011:12 Layer 1 B246384.02 I3rown,Block Roof Field None Dotocted Layer 2 B246384.02 Brown,Tan Fiberboard None Detected 003 Layer 1 B246364,03 Brown,Black Roof Field None Detected Layer 2 B246384.03 Brown,Tan Fiberboard None Detected 004 B246384,04 Brown,Black Roof Field None Detected 005 B246384.05 Brown.alackc Raof Field None Detected 006 B245384.06 Brown,Black Flashing None Detected 007 B246384,07 Brown.Black Flashing Chrysotile 2% 006 Layer 1 B248384.0B Brown,Black Flashing None Detected Layer 2 I3246384. a8 Brown,Tan Insulation None Detected 006 Layer 1 B246364,09 Brown,Black Flashing None 0etec[ed Layer 2 B248384.09 Brown.Tan Insulation None Detected 010 B246384,10 Gray,Black Perimeter Tart Vent Ter Chrysotile 7% 011 B2463884.11 Gray,Black Perimeter Tar Chrysotile 7% 012 3246364.12 Tia, Fed Exterior Skim None Detected 013 B246384.13 Red Roof Caulking None Defected 014 13246364.14 Cream, Off- Door Caulking white None Detected 730 SE Maynard Road • Cary, NC 27511 ' 91.481.1413 Page 1 of 1 Page 343 of 459 eurofin CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: lavokeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, .13 Sycamore - 2 Story Section Lab Code: B246384 Date Received: 04-02-24 Date A n a I y zed: 04-04-24 nate Reported: 04-04.24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab It] Lab Description Lab NON-A5BESTQS COMPONENTS ASBESTOS Attributes Fibrous Non -Fibrous 001 Layer 1 B246384.01 Fiberboard Heterogeneous 100% Cellulose None Detected Brown,Tan Fibrous Bound Layer 2 Tar Homogeneous 20° Cellulose 80% Tar B246384, t?1 Brown,8lack I=ibraus Bound None IDetected 002 t.ayer 1 B246384. 02 Roof Field Homogeneous 20% Cellulose 80' o Tar None Detected Brown.Black Fibrous Bound Layer 2 Fiberboard Heterogeneous 100% Cellulose None Detected B246 84.02 Brown,Tan Fibrous Bound 003 Layer B246684, 03 Roof Field Homogeneous 20% Cellulose 3c'% 'far None Detected I3rown,Black Fibrous Bound Layer 2 Fiberboard Heterogeneous 1100'O Cellulose None Detected B246384.03 Brown,'Ian Fibrous Bound 004 B2,16384.04 Roof Field Homogeneous 20% Cellulose 50% Tar None Detected Brown,Black 30% FiberOtess Fibrous Bound 730 SE Maynard Road • Cary, NC 27511 # 919.481.1413 Page 1 of 4 Page 344 of 459 eurofins I CEI ASBESTOS BULK ANALYSIS By: POLARIZING LEOHT MICROSCOPY Client: Hawkeye Environmenta[ 814 Wood Lily Road Solon, IA 52333 Project: Cily of Waterloo, 118 Sycamore - 2 Story Section Lab Code: B246384 Date Received: 04-02-24 Date Analyzed: 04-04-24 Date Reported: 04-04-24 ASBESTOS BULK PLM, EPA 800 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS Lab ID Descript1on Attributes Fibrous Non -Fibrous ASBESTOS 005 B246364.05 Roof Field Homogeneous 20% Cellulose F3rown.elack 30% Fiberglass Fibrous Bound 50% Tar None Detected 006 Hashing B21t 384.06 Homogeneous 20% Cellulose 50% Tar Brown,Blauk 30% Fiberglass Fibrous Bound None Detected 007 B246384.07 Flashing Homogeneous 30% Cellulose 53% tar Brown, Black 15% Fiberg lass Fibrous Bound 2% Chrysatlle 008 Layer 1 B246384.0a Flashing Homogeneous 20% GeIIul❑se 40% Tar Brown, Black 40% Fiberglass Fibrous Bound None Detactad Layer ? B240384.08 Insulation Homogeneous 85% Cellulose 15% Perlite None Date clod Brown,Tan Fibrous Loose 009 Layer 1 13246:384.09 Flashing Homogeneous 20% Cellulose 40% Tar None Detected Brown,Black 40% Fiberglass Fibrous Bound Layer2 Insulation ilornogeneous 65% Cellulose 15% Ferllte None Detected B246384.00 Brown,Tan Fibrous Loose 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 2 of 4 Page 345 of 459 451 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawlceye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo, 1 18 Sycamore - 2 Story Section Lab Code: B246384 Date Received: 04-02-24 Date Analyzed: 04-04-24 Date Reported: 04-04-24 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab ID Lab Description Lab Attributes NON -ASBESTOS COMPONENTS Fibrous Nan -Fibrous ASBESTOS 91g r 246384,1.0 Perimeter Tar' Vent Tar ilatorngoneous 20% CnIlulase Gray,Black 15% Fibergrass Fibrous Bound 5-8% Tar 7%Chrysotlle 011 B245384.11 Perimeter Tar Heterogeneous 20% ColluJose 53% Tar Gray,Black 15% Fiberglass Fibrous Bound 7% Chrysotlle 012 B24fi384.12 Exterior Shim Hotorageneous 2% Cellulose 5% Paint Tan,Red 93% Binder Non -fibrous Tightly Bound None Detected 013 B248384.13 Root Caulking Heterogeneous 2L Cellulose 98% Caulk Nina Detected Red Non -fibrous Tightly Bound 014 B246384.14 Door C;aiilking Heterogeneous 2% Cellulose 5% Paint Crearn,Otf-white a Talc 15% Silicates Fibrous 70% Binder Bound None Detected 73. SE Maynard Road • Cary, NC 27511 t 919,481.1413 Page 3 of 4 Page 346 of 459 eurofins CvC LEGEND: Non-Anth = Non-Asbestiform Anlhophyllite Non-Trem = Non-Asbestiform Tremolite Cale Carb = Calcium Carbonate METHOD: EPA 600 ! R93 f 11E and EPA 000 / M4-82 / 020 REPORTING LlNIIr: <1 % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0,1% by 1,000 Points REGULATORY LIMIT: >1% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NO9s) such as vinyl floor files can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBS analyzed by PLM, and found not to contain asbestos. be further ana€yzed by Transmission Electron Microscopy (TEM). Please note that PLManalysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available an roquost- This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by EurofEns CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S, Government. Information provided by customer includes customer sample JD and sample description. ANALYST: zdfig Santi icolella NVLA4I TESTINB APF R.A3 COE 1176- APPROVED BY: Tianbao Bai- Ph.D., CI1.1 Laboratory 0irecitor 730 SE Maynard Road • Cary, NC 275111 • 919.481,114113 Pack 4 of 4 Page 347 of 459 4eurofins CE1 730 SE Maynard Road, Cary, NC 27511 Tol; 866-481-1412: Fax: 919-481-1442 CHAIN F CUSTODY LCE B USE oN1, V. I Lab Code; Dp7q43 �s �r I Lab 1.0. Range_ COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT Ii. Job Contact: Company:Hawkeye Environmental Email ±Tel. Address: 814 wood lily road, Solon, IA 52333 Project Name: City of Waterloo Project ID#:118 Sycamore - 2 story section Ernail:Cody@HawkeyeEnv.com !)#: Tel: 319-930-8044 Fax: STATE SAMPLES COLLECTED C14: IA IF TAT IS NOT PMMARKED S TAAIDA RD 3 DAY TAT APPLIES, ASBESTOS METHOD TURN! AROUND TIME 4 FIR 8 HEM 1 DAY 2 DAY 3 DAY 6 DAY PLM BULK EPA6CD C L — El• a PLlu1POINT COUNT (4o01 EPAb]0 L I l L CE l • PLeilPOINT COUNT 11(]'(1) EPA GOD L 0 L M M PLM ORAV w POINT COUNT EPA 600 Ell 0 PLM 2111.K CARE 435 L l] • El■ ',cr.' AIR" _ NIOSH 7400 L] ❑ [] 0 LI • TEh1 AIR EPA AHF-A I 0 0 IN M M TEM AIR NIOSH 7402 • II■ II■ II■ d • TEM AIR (PCME) ESO 10312 0 .1 i IN M • TEM APR ASTMe281-E5 EI■ 0 • • 0 • TEM !BULK CHATFIELD - 0 Q MI M TEM DUST WIFE ASTM D6 60,45(2OI0} LJ I• El♦ El♦ El♦ El♦ TEM DUST MMCROVAC ASTM r15r55-05120.41 . 0 LI I■ El• El■ El■ TEM SOIL ASTM 07521-16 - a 0 0 0 TEM VERMICULITE CINCINi ATI METHOD l U Li El■ TEMaUALITATIvE IN-HOUSE METHOD 1 [ [] Ei II■ II■ OTHER: I. M M M NI 'Wanks shairfd be IaM an korn rho aamP s ampfo Fat as fTeltt sant ?at. REMARKS 1 SPECIAL INSTRUCTIONS: er Accept Samples M Raject Samples Relingnished By; Date/Time Received By: - DateiTime Co �� ,z4,/ 3/26 24 O - - 30 Samples will be disposed of 30 days alter analysis 7-7Y7 3667 eq (Li Page Version_ CCOC-41,18.112.LD Page 348 of 459 } e rofi n s CEI SAMPLING FORM COMPANY CONTACT INFORMATION Gornpan • Hawkeye Erwironmerrtal Job Contact: Fro'ec! Name: Pro ecl ID #: Tel: SAMPLE ID# DESCRIPTIDH1LOCATIOI'1 VOLUMEI AREA TEST 001 Fiburbuxard f Tar (roof) FLM I I TEM I 1 002 roof field (north roof) PLM I 1 TEM r 003 roof field (north roof) PLM I 1 TEM 1 1 004 roof field (south roof) PLI 1 li TEM L 1 005 roof field (south roof) PLM 1• TEM I O08 flashing (north roof) PLM m TEM = UT Rushing (north roof) PLM MI TEM I 008 flashing (south roof) PLM I 1 TEM L. 1 000 flashing (south roof) PLM 1 1 TEM I 1 010 Perimeter tar) vent tar (N roof) PI.M r---1 TEM [I 011 perimeter tar (S roof) PLM TEM NM 012 exterior skim (N side Under awning) PLM I 1 TEM II 1 013 roof caulking Pl,M 1± TEM II-1 014 door caulking (NE) PLM I 1 TEM I 1 PLM L_I TEM 1 —I PLM I 1 TEM 1 1 PLM TEM I PLM I 1 TEM 1 1 PI.M I 1 TEM L J PLM I I TEM 1 I PLM I= TEM L LJ PLM (—i TEM El PLM 1 l TEM 1 FLM I 1 TEM [ 1 PLM IMM TEM 1 1 PLM I 1 TEM 1 1 PLM TEM 1 I PLM TEM E] Page of Version• CCOC.01.18.212_LD Page 349 of 459 Page 350 of 459 Page 351 of 459 HAWKEYE EI I‘,11=ICI NI INA e -rAnkL, ASBESTOS INSPECTION REPORT 128 Sycamore Street Waterloo, IA Project Report Dated: April Sth, 2024 City of Waterloo Page 352 of 459 VKEYE ENVIRONMENTA E 1%1 1 F 1%111 M 1N1 T� I- L. CONTENTS A. ASBESTOS INSPECTION REPORT 1. LOCATION 2. CONTACT PERSONS 3. DATE OF INSPECTION 4. FIRM PERFORMING THE INSPECTION 5. BULK SAMPLE LABORATORY 6. LABORATORY ACCREDITATION B. SCOPE OF WORK / INSPECTION NOTES C, SUMMARY OF ASBESTOS MATERIALS D. BULK SAMPLE ANALYSIS / CHAIN OF CUSTODY City of Waterloo Page 353 of 459 HAWKEYE ENVIRONMENTAL Eill I! i�1 IEi !T�L A. ASBESTOS INSPECTION REPORT DATA 1 LOCATION 128 Sycamore Street Waterloo, Iowa Z. CLIENT CONTACT Aric Schroeder City Planner City of Waterloo, Iowa 3. DATE(s) OF INSPECTION March 21, 2021 4. FIRM PERFORMING INSPECTION Hawkeye Environmental 814 Wood Lily Road Solon, PA 52333 5. LABORATORY USED FOR BULK SAMPLE ANALYSIS Eurofins CEI 730 SE Maynard Road Cary, North Carolina, 27511 6. LABORATORY ACCREDITATION NVLAP (Nation Voluntary Laboratory Accreditation Program Lab Code: 10 025 City of Waterloo Page 354 of 459 HAWKEYE ENVIRONME TAL ill 11-1 NI ICI E T� i B. SCOPE OF WORK Methods and Procedures: The property located 128 Sycamore Street, Waterloo, Iowa was inspected prior to scheduled demolition activities which may disturb asbestos containing building materials in accordance with NESHAPS (National Emission Standards for Hazardous Air Pollutants) regulations. Field sampling methods were based on (NESHAPS) National Emission Standards for Hazardous Air Pollutants} protocols. Representative samples of suspect building materials were taken from Homogeneous Areas (HA -defined as similar in age, appearance and function). The purpose of this inspection was to identify quantities and locations of asbestos containing building materials prior to demolition of the structures. Bulk samples of suspect asbestos containing materials (ACM) were analyzed by Polarized Light Microscopy (PLM) with dispersion staining, as described in 40 CFI Part 763 and NESHAPS. Each sample was analyzed for the six different types of fibrous asbestos forms, of which a percentage, by volume, is estimated and summarized. if further analysis and quantification is warranted, this analysis is performed by EPA 600/R-93/115 with 400 or 600 Point Count Procedure. Further analysis of samples may also be performed at the client's request using Transmission Electron Microscopy (TEM. Sample analysis was performed by Eurofins CEL Eurofins is accredited by the National institute for Standards and Technology for Polarized Light Microscopy analysis under their NVLAP (National Voluntary Lab Accreditation Program). Asbestos Containing Building Materials (ACBMjs and their control during renovation or demolition activities is regulated in Iowa by the Iowa Department of Natural Resources. Specific questions about testing or abatement activities may be directed to Mr, Toni Wuehr, Iowa DNR - Air Quality Division. Tom.W.uehr DNR.Iowa. ov 515-494-8212 Additional forms, guidance and technical information regarding asbestos can be found on the DN R website at: http: www.lowader,gov airr prof asbestos asbestos.htrnl City of Waterloo Page 355 of 459 HAWKEYE E 1\INf I 1=1 CI N1 IV1 E 1S1 Tom► INSPECTION NOTES In accordance with your request and authorization Hawkeye Environmental, LLC has performed and asbestos survey for the project referenced above. It is our understanding that the subject property will be demolished. Demolition has the potential to disturb all building materials. This survey intends to determine if any of the materials with potential for disturbance are asbestos - containing. The structure is a commercial property which is vacant. The property is in poor condition for its age and state of use. Roof or roofing systems were sampled and included in this report. A representative number of samples were collected from all suspect asbestos building materials. City of Waterloo Page 356 of 459 VKEYE ENVIRONMEN C. SUMMARY OF ASBESTOS BUILDING MATERIALS 12S Sycamore Street Surfacing Materials Material Non e Description Location Thermal Systems Insulation Material Quantity Description Location Miscellaneous Materials Material Window Glazing Building Caulking/Tar Window Caulking Description Gray Gray/Black brown Building cauEking (between additions) White Qupntittr Location Shop windows Exterior perimeter @ ground Storefront windows/doors Gray Quanti 14 Windows 260 LF 2 doors, 4 windows 40 LF Quantities supplied are estimates. Contractors must field verify all material quantities, locations and conditions. City of Waterloo Page 357 of 459 HAWKEYE M! NZ 11-t CI 1%1 i 1 E 1 l Tom► ., BULK SAMPLE ANALYSIS 128 Sycamore Street Waterloo, Iowa City of Waterloo Page 358 of 459 •a eurofins CEI March 28, 2024 Hawkeye Environmental 814 Woocl Lily Road Solon; IA 5 333 CLIENT PROJECT: City of VVaterloo, 125 Sycamore St CEI LAB CODE; B245912 Dear Customer: Enclosed are asbestos analysis results for PLI11 Bulk samples received at our laiolatory on March 26, 2024. The samples were analyzed far asbestos using polarizing light microscopy (PLM) per the EPA 600 Method_ Sample results containing >1% asbestos are considered asbestos -containing materials (A Ms) per EPA regulatory requirements_ The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D.: CIH Laboratory Director NV�A�fi TgSTlNG NVLAP L coCtE i6176B-o 730 SE Maynard Road • Cary, NC 27511 919.481.1413 Page 359 of 459 ..*eurofins ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Hawkeye Environmental CLIENT PROJECT: City of Waterloo, 128 Sycamore St LAB CODE: B245912 TEST METHOD: EPA 600 1 R931 116 and EPA 600 / Mv14-82 1020 REPORT DATE: 03/28124 TOTAL SAMPLES ANALYZED: 22 # SAMPLES >1% ASBESTOS: 5 730 SE Maynard Road • Cary, NC 27511 + 919.481.1413 Page 360 of 459 eurofins Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY PROJECT: City of Waterloo, 128 Sycamore St LAB CODE: B245912 METHOD: EPA 600 f R93 f 116 and EPA 600 f M4-82 / 020 Client ID Layer I_ah ID Color Sample Description ASBESTOS 4 001 13245912.01 Brawn Roof Field None Defected 002 824501 2,02 Gray Window Glazing 003 3245912.03 Gray Window {glazing Chrysotile 2E 004 B245912.04 White Window Caulking None Detected 005 B245912,05 Brown A ndowCaulking Chrysotile 5% 006 Layer 1 B245912.00 Brown Door Caulking None Detected Layer 2 B245912.08 White Door Caulking None Dotocted 007 B245912.0./ VVhite,Beige Expansion JointCeulking 008 B2,15912,08 Brcwn,BLack Insulation Backing None Detected 009 B245912.09 Gray Building Caulk/ Tar Chrysotile 1076 010 B245912.10 Gray Floor Tile None Detected 011 B245912.11 Black Mastic None Detected 012 B245912.12 Gray Floor Tile None Detected 013 13245912.13 Black Mastic None Detected 014 B245912.14 W#ijte,Tan Drywall None Detected 015 8245912.15 Off -while Tape None Detected 018 B245912.18 white Joint Compound 017 8245912.17 While Joint Compound None Detected None Detected 018 B245912.18 Gray,Dff-white Tape None Defected 019 B245912.19 No Sample Present in Sample Container 020 13245912.20 Tan Vinyl Base Adhesive None Detected 021 B245912.21 Off-white Linoleum None Detected 022 B245912.22 While.Beige Ceiling Tile None Detected 023 B245912.23 Gray Vent Caulkng None Defected 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 Page 1 of 'I Page 361 of 459 U.s, eurofins CEI ASBESTOS BULK ANALYSIS By; POLARIZING LIGHT MICROSCOPY Client: Hawkeye PnvironmentaF 814 Wood Lily Ruad Solon, IA 52333 Project: City of Waterloo, 128 Sycamore St Lab Code: R245912 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLIV1. EPA 600 METHOD Client ID Lab Lab ID Description Lan NON -ASBESTOS COMPONENTS ASBESTOS Attributes Fibrous Non -Fibrous °lo 001 B245912.01 lioo:` Field Heterogeneous Brown Fibrous Bound 80% Cellulose 15% Perlite JDA Tar 002 Window lazing Heterogeneous Cray Non -fibrous Bound B245912.02 003 Window Glazing Heterogeneous B245912.03 Gray Non -fibrous Bound 95% Binder 3% Fiallit 95`Yo r3incror 3% Paint Nono Dotecied 2% Chrysotite 2% Chrysotile 004 Window Caulking Heterogeneous <1% Tate 55% Caulk E24591 2.04 Mite 5% Paint Non -fibrous Bound Norte Detected 005 Window Caulking] Homogeneous E24591 2.05 Brown Nan -fibrous Bound 95% Caulk 5 V Chrysotiie 006 Layer 'I B245912.06 Door Caulking iomogeneous Brown Non -fibrous Bound 100% Caulk None Detected Layer 2 Poor Caulking Homogeneous 2 Talc B245912_00 E1ile Non -fibrous Bound 98% Caulk None Detected 730 SE Maymrd Road • Cary, NC 27511I • 919,491.1413 Page 1 of 5 Page 362 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental Lab Code: B245912 814 Wood Lily Road Date Received: 03-26-24 Soon, IA 52333 Date Analyzed: 03-28-24 hate Reported: 03-28-24 Protect: City of Waterloo, 126 Sycamore St ASBESTOS BULK PLM, EPA 600 METHOD Client ED Lab Lab NON -ASBESTOS COMPONENTS Lab ID Description Attributes Fibrous Non -Fibrous ASBESTOS 9�6 007 Expansion Joint Heterogeneous 92% Binder B245912.07 Caulking U ihito,Beige 5% Faint Non -fibrous Bound 311/0 Chrysotile 008 B245912.08 Insulation taking Heterogeneous 55% Cellulose 35% Tar None Oetectod Brown,Black 10% fiberglass Fibrous Bound 009 Building Caulk/ Tar Heteroge neo r3s B 245912.09 Gray Fibrous Bound 90% Tar 10°10 Chrysotilo 010 B 245912.110 Floor Tile Homogeneous Gray Non -fibrous Bound 100% Vinyl None Detected 011 B245912.111 Mastic liornogeneous 2% Cellulose 98% Tar Black Non -fibrous Bound None Detected 012 B24591 2.11 2 Floor Tile Homogeneous Gray Non -fibrous Bound 100% Vinyl None Detected 013 Mastic Homogeneous 2% Cellulose 98% Tar B245012,113 Black Non -fibrous Bound None Detected 730 SE Maynard Road i Cary, NC 27511 • 919.481.1413 Page 363 of 459 eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental Lab Code: B245912 814 Wood Lily Road Date Received: 03-26-24 Solon, IA 52333 Date Analyzed: 03-28-24 Date Reported: 03-28-24 Project: City of Waterloo, 128 Sycamore St ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMP ONE: 4TS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous °ln 014 B2 5912.14 Drywall leterogeneous 20% Celiulose 809f, Gypsum Nene Detected White,Ten Fibrous Bound 01 S B245912,15 Tape lomogeneous Off-white Fibrous Bound 100% Cellulose None Detected 01E B245t312.16 Joint Compound Homogeneous Write Non -fibrous Bound 85% Binder None Detected 35% Ca lc barb 017 Joint Compound Heterogeneous h 245912.1; White Non -fibrous Bound 65% Binder Nono detected 30% Cale Cerb 5% Paint 018 B245912.16 Tape Heterogeneous 9i% Cellulose 5% Paint None Detected G ray, Off-white Fibrous Bound 019 No Sample Present in B245g 12.19 Sample Container 020 Vinyl Base Adhesive Homogeneous 100% Maslic Nona detected B245912.20 Tan Non -fibrous Bound 021 Linoleum Heterogeneous 35% Cellulose 50% Vinyl H245912_ 1 Off-white 15% Binder Fibrous Bound None Detected 730 SE Maynard Road • Cary, NC 27511 i 919.481. 1413 Page 3 of 5 Page 364 of 459 eurofins ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Hawkeye Environmental 814 Wood Lily Road Solon, IA 52333 Project: City of Waterloo. 128 Sycamore St Lab Code: B245912 Date Received: 03-26-24 Date Analyzed: 03-28-24 Date Reported: 03-28-24 ASBESTOS BULK PLM, ERA 600 METHOD Client ID Lab ID Lab Ibescription Lab Attributes NON -ASBESTOS COMPONENTS Fibroras Non -Fibrous ASBESTOS 022 B245912.22 Ceiling Tile Heterogeneous White,E3eige Fibrous bound 601 Ce1iuiose 15: Pc:rlite 20% Fikrerj ass Paint None Detected 023 B245912.23 Vent Cauikng Homogeneous Gray Non -fibrous Bound 100% Caulk None Detected 730 SE Maynard Road • Cary, IBC 27511 • 919_481.1 /113 Page 4 of 5 Page 365 of 459 • e u rof i ns CE1 LEGEND: Non -Until NonAsbestiform Anthophyllite Non-Trern = Non-Asbestiform Tremolite C:alc Carb = Calcium Carbonate METHOD: EPA 600 1 F 931 116 and EPA 600 f M4-62 f 020 REPORTING L1MIT: < % by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1 % by 1,000 Points REGULATORY LIMIT: >1% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBS) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM)_ EPA recommends that all NOBS analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM)_ Please note that PLM analysis of dust and soil samples for asbestos is not covered tinder NVLAP accreditation. Estimated meastrnemenf of uncertainty is available on request, This report relates only to the samples tested er analyzed and may not be reproduced, except in full, without written approval by Furofins CEI, Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample ID and sample description. ANALYST: APPROVED BY: adelyn Schmidt Tianbao Bai, Ph.D., C11-I Laboratory Difector NYIA� TE8TJNG F€VLAP LAB CODE 101?68-0 730 SE Maynard Road Cary. NC 27:5111 • 919.481,1413 Page 5 of 5 Page 366 of 459 se a eurofins CEI 730 SE Maynard Road, Cary, NC 27511 Tel. BEG-481.141 ; Fax: 919-484-1442 CHAIN OF CUSTODY LA& LosecWLY, CEI Lab Code: CEI Lab W. Range: Sci 1 COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: Job Contact: Company: Hawkeye Environmental Email f Tel. Address. 814 wood lily road, Solon, IA 52333 Project Name: CRY of Waterloo — erect imp 128 Sycamore St Entail; Cody@KawkeyeEriv.com KawkeyeEnv,com PO if: Tel; 319-930-8044 Fax: STATE SAMPLES COLLECTED iN: IA IF TAT IS NOr milARKFo STANDARD 3 DAY TAT APPLIES. ASBESTOS _ METHOD TURN AROUND TIME 4 HIS R HR 1 DAY 2 DAY 3 DAY 5 DAY FILM BULK EPAbC.I) E — H LI • M KM POINT COUNT (400j EPA 600 PI I] a LJ LI Q PLEA POrNTCO°JNT;1GfU) EPA6cjo CI iT LJ L-I Cl Ii PLM G RAV w POINT COUNT EPA KO CJ Li LJ • PLP.I BULK CARD 435 • • LJ L7 n PCflit AIR* NIOSH 7400 Q IN Pj J M M P1 TEM AIR FYA?HERA M I■ • I■ M TEM AIR NIOSH 7402 M MI • P1 P1 I] TEM AIR IPCMC) ISO 10312 M MId n P1 ■ TEM AIR ASTM 6261-15 P P1 M MI M f _ TEM BULK CHATFIELD - LI _ L7 El . TEM DUSTVIIPE ASTM D& 0-05 20101 I -I ❑ P1 P1 Li a■ TEM []UST h'ICROVAC, ASTM D5755-99 (9.014) LJ 0 Li • • TEM SOIL ASTM D7521-15 a • • TEM VERMICULITE CINcINNATI METHOD n M M Tali QUALITATIVE IN-HOUSE METHOD Q M P1 Q 0Ti- EH: C7 M M C1 CJ Qr •�]rael 6 a hori!d be iahaF, fruriv dm ramp sampf l kit as hard samples. REMARKS / SPECIAL INSTRUCTIONS! VP Accept Samples = Reject Samples Relinquished By: Date/Time - Received By: I = : onte€Tirne i ,2.e,4-44 3/22/24 Lam} ' F 4 - l-` J Samples will be disposed of 30 days after analysis • Page i of Version: CCOCi11.1f1,9i2,LD Page 367 of 46q 4inID eurofins CEI SAMPLING FORM M COMPANY CONTACT INFORMATION corn Pany-Hawonmental Proect Name: Proiect ID #: Job Contact: Tel: SAMPLE IN DESCRIPTION f LOCATION VOLUME AREA T ST 001 roof field PL4f TEI4i �� I I 002 window glazing (interior shop) PLd I I TEM 1 I 003 window glazing (interior shop) r'Liul I 1 10 window caulking (shop) PLP41 TEM Q j� 005 window caulking {storefront) PLM TEM F1 1 ] 006 door caulking (storefront) PLM I —I TEM [ —1 007 expansion joint caulking PLM TEM ME [ ] 008 insulation backing (shop) PLM E 1 TEM 009 building caulkftar (Jerirnatar ext) PLM E- I TEM f 010 12'' hoar tile (office) PLM [ 1 TEM 1 I Of 1 mastic PLM 1 [ TEM [ I 012 12' Moor tile (office) PLM [ 1 TEM [ 1 013 mastic PLM [ 1 TEM [ 1 01.1 drywall (office) PLM r--1 TEM [ 1 015 tape PLM [7 TEM 1 I 016 joint compound PLM [ I TEM I I 017 — joint compound - PLM (__] TEM [ ] 018 tape (shop storage) PLM TEM L 1 [_I 019 join! compound PLM [1 TEM I 1 020 vinyl base adhesive PLM [ t TEM ! ] 021 linoleum(resiroors) PLM f 1 7EM Ii= 022 ceding lrle PLM TEM l 023 vent caulking PLM i TEM (—I — - PLM (— I TEM [ 1 PLM [ 1 TEM [ PLM TEM [ 71 PIM I I TEM I— I PLM [ 1 TEM [ 1 Page of Version_ CCOC.01.18-2f21D Page 368 of 459 c E 0 (qJ 1- Page 369 of 459 Shop Windows Page 370 of 459 EXHIBIT "C" ASBESTOS ABATEMENT SERVICES CONTRACT AB-2024-05-08P 708 W. 3rd St, 324-326 W. 7th St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), as well as 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties) This Contract for Asbestos Abatement Services (the "Contract") is entered into as of June 3, 2024, by and between the City of Waterloo, Iowa ("City") and . In consideration of the mutual promises exchanged herein, the parties agree as follows: 1. Term and Services. For the period of June 3, 2024 thru August 5, 2024, subject to extension upon the mutual written agreement of the parties, the Contractor agrees to furnish all tools, labor and materials, and perform and substantially complete all work within the time period stated in the specifications after receipt of Notice to Proceed with respect to a given property or set of properties. By executing this Contract, Contractor certifies that it holds an asbestos permit issued by the Iowa Division of Labor and that all personnel who perform work on the project will have an asbestos license issued by the Iowa Division of Labor. Contractor agrees that such permit and licenses will be maintained during the term of this Contract. Work to be performed includes all work described in the Contract Documents (defined below). The Waterloo Development Corporation (WDC) is an intended beneficiary of this Contract with respect to properties owned by WDC. However, WDC is not liable to Contractor for any sums payable under or in connection with this Contract, City shall be the sole party responsible to pay Contractor for its services hereunder, and Contractor hereby waives any right to pursue collection against WDC on any legal theory or to place a lien against any property owned by WDC. Contractor shall provide the above services at the cost set forth in the Contractor's RFB response. Contractor's request for payment for services authorized under this Contract shall be submitted in accordance with the Contract Documents and will be paid within forty-five (45) days after receipt of an original invoice and after such services are delivered and accepted and all necessary supporting documentation is submitted. Contractor will be paid for all items satisfactorily completed. Such payment will be full compensation for asbestos removal and disposal, for all permits, licenses, inspections, for complying with all laws, rules, regulations and ordinances, including safety, and for furnishing all materials, equipment and labor to complete the work in accordance with the plans and specifications. 2. Contract Documents. The following documents (collectively, the "Contract Documents") are hereby incorporated by reference as though set forth herein in full: a. Request for Bid b. Addenda (if any) c. Response (Proposal) from the Contractor Page 371 of 459 In the event of conflict between the provisions of the Contract Documents and this Contract, the provisions of this Contract shall prevail. 2.1 Contract Limits. Total actual expenses allowed by the project Contract, including any renewal extensions of the Contract, shall not exceed $ as provided in the Bid Tabulation that is part of Contractor's RFB Response referenced in Section 2.c above, except by written amendment as provided herein. 3. Approval; Timing of Work. Contractor shall not begin work until after the Contract has been approved by the City Council and the Contractor has been issued a Notice to Proceed. The work shall commence within ten (10) days after the City has issued a Notice to Proceed with respect to any particular property or set of properties, and all work shall be completed and delivered within the term of the Contract. 4. Performance Bond. Not required for this Contract. 4.1 Payment Bond. Not required for this Contract. 5. Reporting; Records. Contractor shall exercise best efforts to maintain communication with City personnel whose involvement in the project is necessary or advisable for successful and timely completion of the work of the project. Communications between the parties shall be verbal or in writing, as requested by the parties or as dictated by the subject matter to be addressed. Contractor shall maintain all project records for a minimum period of three (3) years after the date of final payment for services rendered under this Contract. During the term of this Contract and for the ensuing record -retention period, Contractor shall make any or all project records available upon reasonable request, and in any event within two (2) business days of request, to City, and any other agency of state or federal government. For purposes of this section, "records" means any and all books, documents, papers and records of any type or nature that are directly pertinent to this Contract. Contractor agrees to furnish, upon termination of this Contract and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Contractor pursuant to this Contract, without cost and without restrictions or limitation as to the use relative to specific projects covered under this Contract. In such event, the Contractor shall not be liable for the City's use of such documents on other projects. 6. Reserved. 7. Indemnity. Except as to any negligence of City and WDC, and their respective officials, officers, employees or agents, in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City and WDC, and their respective officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but not limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in providing the services contemplated by this Contract. This will include but is not limited to actions or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operation under this Contract, whether by itself or by any subcontractor or anyone directly or indirectly employed by any of them. Contractor is not and shall not be deemed an agent or employee of the City or WDC. 2 Page 372 of 459 8. Default; Termination for Cause. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor (or for a period of fourteen (14) days after such notice if such default is curable but requires acts to be done or conditions to be remedied which, by their nature, cannot be done or remedied within such 14-day period and thereafter Contractor fails to diligently and continuously prosecute the same to completion within such 14-day period), then City may declare that Contractor is in default hereunder and may take any one or more of the following steps, at its option: a. by mandamus or other suit, action or proceeding at law or in equity, require Contractor to perform its obligations and covenants hereunder, or enjoin any acts or things which may be unlawful or in violation of the rights of the City hereunder, or obtain damages caused to the City by any such default; b. have access to and inspect, examine and make copies of all books and records of Contractor which pertain to the project; c. declare a default of this Contract, make no further disbursements, and demand immediate repayment from Contractor of any funds previously disbursed under this Contract; d. terminate this Contract by delivery to Contractor of written notice of termination; and/or e. take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder, including but not limited to the recovery of funds. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 9. Termination for Convenience. This Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time by delivering to Contractor 10-days' advance written notice of intent to terminate. 10. Non -Assignable Duties. Contractor may not assign its duties hereunder without the prior written consent of City. 11. Independent Contractor. Contractor is an independent contractor and is not an employee, servant, agent, partner, or joint venturer of City. Contractor has no power or authority to enter into contracts or agreements on behalf of City. City shall determine the work to be done by Contractor, but Contractor shall determine the legal means by which it performs the work 3 Page 373 of 459 specified by City. City is not responsible for withholding, and shall not withhold, FICA or taxes of any kind from any payments which it owes Contractor. Neither Contractor nor its employees, if any, shall be entitled to receive any benefits which employees of City are entitled to receive and shall not be entitled to workers' compensation, unemployment compensation, medical insurance, life insurance, pension, or any benefits of any type or nature whatsoever on account of their work for City. Contractor shall be solely responsible for compensating its employees, if any. 12. Anti -Discrimination. During the performance of this Contract, Contractor, for itself, its assignees and successors in interest, agrees to comply with the anti -discrimination laws of the State of Iowa, as contained in Sections 19B, 551.4 of the Code of Iowa, which are herein incorporated by reference and made a part of this Contract. 13. Severability. In the event any provision of this Contract, together with the Contract Documents, is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 14. General Terms. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except pursuant to the mutual written agreement of the parties. This Contract is binding on the parties and the heirs, personal representatives, successor and assigns of each. Time is of the essence in the performance of the terms hereof. IN WITNESS WHEREOF, the parties have executed this Contract for Asbestos Abatement Services as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR By: Quentin Hart, Mayor Authorized Representative Attest: Kelly Felchle, City Clerk 4 Page 374 of 459 Addenda Number 1 to Request for Bid ASBESTOS ABATEMENT SERVICES May 2024 RFB Asbestos Abatement Services Contract AB-2024-05-08P 708 W. 3rd St, 324-326 W. 7' St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), and 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties) City of Waterloo, Iowa Prepared by the City of Waterloo Planning and Zoning Department Aric Schroeder -Project Manager Page 375 of 459 Addenda Number 1 1.0 Addenda Issuance Date: May 10, 2024 1.1 RFB Timeline Name of the Bid: Notice of RFB Date: Mandatory Walk Thru: Deadline for Bid Submittal: Contact Person, Title: E-mail Address: Asbestos Abatement Services Contract AB-2024-05-08P May 3, 2024 There was a mandatory walk thru for 118 Sycamore St on Thursday, May 9, 2024 at 1:00 p.m. Bidders that did not have a representative in attendance at that walk thru are NOT eligible to bid on this contract. Thursday, May 23, 2024 at 1:00 p.m., Central Time Aric Schroeder, City Planner/Project Manager (City's Representative) aric.schroederwaterloo-ia.org 1.2 Deadline for additional questions: Thursday, May 16, 2024 at 1:00 p.m. 1.3 Addenda Details: Additional Details for 118 Sycamore Street: Please see the last page for an aerial photo of the roof of 118 Sycamore Street, highlighting the four different "sections" of the building and describing abatement work to be completed under this contract, which includes: - Section 1 Showroom/Offices o Section 1 to be completely abated. Includes drywall joint compound (throughout), panel adhesive (showroom offices) wall tile/adhesive (offices), 12" floor tile (storage room and restrooms), and mastic (entry, under composite flooring). Section 2 Warehouse o No asbestos present, no abatement needed in this section. - Section 3 Warehouse/Offices o This section is not safe to abate and will be demolished as a RACM demo. Therefore, no abatement is needed in this section. Section 4 Warehouse/Offices o Perimeter roof tar/flashing, and Drywall joint compound (offices under mezzanine). Please note: at the walk through it was discussed that it was thought that the floor tile and mastic in the offices of Section 4 were asbestos, but the testing contractor confirmed that this area was sampled (sample #'s 007 and 008) and are non -asbestos. Please note: there is interior remnant roof tar that contains asbestos but will not be abated under this contract, and will be included in the scope of work for the RACM demolition of Section 3. - Drywall joint compound throughout (Sections 1 and 4) were estimated at approximately 2,000 SF. Delayed Notice to Proceed for 118 Sycamore Street o It is anticipated that the contract with the selected bidder will be approved on June 3, 2024. It is anticipated that all properties except 118 Sycamore Street will be issued a ADDENDA NUMBER 1 TO RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 2of4 Page 376 of 459 Notice to Proceed immediately after execution of the contract. It is anticipated that 118 Sycamore Street will be issued a Notice to Proceed no later than July 8, 2024. Additional Details for 128 Sycamore Street: It is understood that windows along the southeast side (along East 1st Street) and along the rear (river side) may need to be completely removed as part of the abatement. These windows will not be required to be boarded up as part of this contract. It was expected that the windows and doors on the front side (along Sycamore Street) would not need to be removed for abatement, but if they are removed, these windows or doors would need to be boarded up after abatement. Additional Details for 708 W 3rd Street: The asbestos testing report for 708 W 3rd Street noted the description and location for the window glazing as "Black, Roof". That should have indicated "Tan, Exterior". ADDENDA NUMBER 1 TO RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 3 of 4 Page 377 of 459 118 Sycamore Street, Waterloo - Scope of work by building section Page 378 of 459 Addenda Number 2 to Request for Bid ASBESTOS ABATEMENT SERVICES May 21, 2024 RFB Asbestos Abatement Services Contract AB-2024-05-08P 708 W. 3rd St, 324-326 W. 7' St, 617 W. 1st St, 200 E. Mullan Av, and 1202 Sycamore St (City owned properties), and 100 Commercial St, 118 Sycamore St, and 128 Sycamore St (WDC owned properties) City of Waterloo, Iowa Prepared by the City of Waterloo Planning and Zoning Department Aric Schroeder -Project Manager Page 379 of 459 Addenda Number 2 1.0 Addenda Issuance Date: May 21, 2024 1.1 RFB Timeline Name of the Bid: Asbestos Abatement Services Contract AB-2024-05-08P Notice of RFB Date: May 3, 2024 Mandatory Walk Thru: There was a mandatory walk thru for 118 Sycamore St on Thursday, May 9, 2024 at 1:00 p.m. Bidders that did not have a representative in attendance at that walk thru are NOT eligible to bid on this contract. Deadline for Bid Submittal: WAS: Thursday, May 23, 2024 at 1:00 p.m., Central Time This is being changed to Thursday, June 6, 2024 at 1:00 p.m., Central Time Contact Person, Title: Aric Schroeder, City Planner/Project Manager (City's Representative) E-mail Address: aric.schroeder@waterloo-ia.org 1.2 Deadline for additional questions: Thursday, May 30, 2024 at 1:00 p.m. 1.3 Addenda Details: Due to an error in legal notice publication, we need to change the deadline for Bid Submittal and bid opening time to Thursday, June 6, 2024 at 1:00 p.m., Central Time, and change the public hearing and potential award of contract to Monday, June 17, 2024 at 5:30 p.m. The contract term will still be 2 months, but is anticipated to change to June 17, 2024 to August 16, 2024. For those that have already submitted a bid, as long as you choose not to withdraw your bid, it will remain and automatically be opened as part of the bid opening on June 6th. If you have submitted a bid, but this addendum causes issues with your bid, per the bid specs, you can withdraw your bid prior to the closing of bids (now June 6th at 1:00 p.m.) and could either choose not to bid, or submit a revised bid. Sorry for any inconvenience. ADDENDA NUMBER 1 TO RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-05-08P Page 2 of 2 Page 380 of 459 Mandatory Walk Through 118 Sycamore Street Thursday, May 9, 2024 at 1:00 p.m. Company Name Representative Name (please print) Aol, L' o--c Ld L v..i .--v--.--AK ( ) 0w s -- i . 1 A r e f., v r r-b-n -Le %I m ( 61!_/ [4, PrPj 1f {.----- 'rw '5" e I'll , c e 7 fil u 416 kt 190.401etfda E.-: k\-etivim� .e Li ec ( It--( vat .1 )) jik‘,..„)( . ,,)::, ,-,.,.4( s-16), /- ..h,,_,,/1Y, U 4y oCA C 40 D A -I i id. 7 Page 381 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Kelley Felchle, City Clerk June 17, 2024 City Clerk Department AGENDA ITEM TITLE Resolution approving liability insurance coverage with Chubb, Travelers, Arch, Allied, Coalition, and Safety National for property, tort, employment practices, public officials, law enforcement liability, auto, cyber, workers compensation, umbrella, and excess liability insurance, with a total premium of not to exceed $2,208,847, and authorize the City Clerk to execute necessary documents. 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 Page 382 of 459 None Page 383 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Human Resources Director Human Resources Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Resolution to place each non -bargaining employee on a salary grade and step based on the results of the wage and compensation survey, conducted by GovHR, and approve an additional 3% across the board salary increase for those employees effective July 1, 2024. 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. 6-17-2024 Non Bargaining Step Placement & Wage Increase Letter to the Mayor and Council Page 384 of 459 2. Grade Step Work- Non Bargaining 07.01.2024 Page 385 of 459 CITY OF kt,P 715 Mulberry St, Waterloo, IA 50703 Q rFRLoo Phone: (319) 291-4303 t• J IOWA Fax: (319) 291-4569 a Community of Opportunity CITYOFWATERLOOIOWA.COM June 17, 2024 Mayor and City Council - Human Resources Department I am writing in reference to the item on the City Council agenda that recommends placing each non - bargaining employee on a salary grade and step based on the results of the wage and compensation study conducted by GovHR with an additional 3% across the board increase. I am also referencing that the additional across the board 3% salary increase will maintain the required 12% salary gap, according to the employee handbook, for the Waterloo Fire Department Battalion Chiefs and the Waterloo Police Department Captains. I have attached a chart that shows the proposed grade & step placement, as well as the hourly rate and annual salary, with the cost difference listed for each non -bargaining employee. The Finance Department has calculated an approximate cost of $514,724 for this increase with $397,262 of this amount coming from the general fund. The dollars to fund this increase were approved by the City Council for next year's budget. Sincerely, Lance Dunn Human Resources Director Page 386 of 459 Difference otal Comp 7/1 $ 50, 669. 57 Plus 3% $ 1, 475. 81 New Rate on Step $ 49, 193. 76 Current Annual $ 46, 793. 10 Current Hourly $ 25. 57 Grade Admin 4 $ 3, 876. 47 $ 5, 018. 00 $ 128, 008. 40 $ 3, 728.40 $ 124, 280. 00 S 122, 990. 40 $ 59. 13 Admin 11 $ 2, 657. 98 $ 61, 085. 18 S 1, 779. 18 $ 59, 306. 00 S 58, 427. 20 $ 28. 09 Admin 4 $ 4, 222. 10 $ 131, 788. 50 $ 3, 838. 50 $ 127, 950. 00 $ 127, 566. 40 $ 61. 33 Admin 12 $ 4, 741. 73 $ 104, 082. 53 S 3, 031. 53 $ 101, 051. 00 S 99, 340. 80 $ 47. 76 Admin 11 $ 2, 325. 18 $ 61, 085. 18 $ 1, 779. 18 $ 59, 306. 00 S 58, 760. 00 $ 28. 25 Admin 4 $ 18, 014. 70 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 47, 132. 80 $ 22. 66 Admin 6 $ 9, 445. 10 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 55, 702. 40 $ 26. 78 Admin 6 $ 17, 625. 00 $ 59, 225. 00 $ 1, 725. 00 $ 57, 500. 00 S 41, 600. 00 $ 20. 00 Admin 5 $ 12, 588. 66 $ 57, 579. 06 $ 1, 677. 06 $ 55, 902. 00 S 44, 990. 40 $ 21. 63 Admin 4 $ 4, 164. 84 $ 101, 051. 24 $ 2, 943. 24 $ 98, 108. 00 S 96, 886. 40 $ 46. 58 Admin 11 $ 5, 160. 30 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 59, 987. 20 $ 28. 84 Admin 6 $ 6, 584. 60 $ 52, 344. 60 $ 1, 524. 60 $ 50, 820. 00 S 45, 760. 00 $ 22. 00 Admin 3 New EE 7/1/24 $ 78, 828. 99 $ 2, 295. 99 $ 76, 533. 00 S - $ - Admin 8 $ 5, 803. 25 $ 46, 063. 25 $ 1, 341. 65 $ 44, 721. 60 S 40, 260. 00 $ 22. 00 Admin 3 $ 13, 781.40 $ 52, 344. 60 $ 1, 524. 60 $ 50, 820. 00 S 38, 563. 20 $ 18. 54 Admin 3 $ 10, 446. 26 $ 57, 579. 06 $ 1, 677. 06 $ 55, 902. 00 S 47, 132. 80 $ 22. 66 Admin 4 $ 14, 904. 60 $ 52, 344. 60 $ 1, 524. 60 $ 50, 820. 00 S 37, 440. 00 $ 18. 00 Admin 3 $ 3, 449. 46 $ 69, 115. 06 $ 2, 013. 06 $ 67, 102. 00 S 65, 665. 60 $ 31. 57 Admin 6 $ 6, 199. 66 $ 107, 204. 46 $ 3, 122.46 $ 104, 082. 00 S 101, 004. 80 $ 48. 56 Admin 11 $ 2, 476. 84 $ 67, 102. 44 $ 1, 954.44 $ 65, 148. 00 S 64, 625. 60 $ 31. 07 Admin 6 $ 3, 464. 60 $ 52, 344. 60 $ 1, 524. 60 $ 50, 820. 00 S 48, 880. 00 $ 23. 50 Admin 3 $ 2, 560. 76 $ 76, 026. 36 $ 2, 214. 36 $ 73, 812. 00 S 73, 465. 60 S 35. 32 Admin 7 $ 3, 260. 86 $ 103, 537. 66 $ 3, 015. 66 $ 100, 522. 00 S 100, 276. 80 $ 48. 21 Admin 9 $ 5, 579. 06 $ 57, 579. 06 $ 1, 677. 06 $ 55, 902. 00 S 52, 000. 00 $ 25. 00 Admin 4 $ 2, 213. 58 $ 49, 013. 58 $ 1, 427. 58 $ 47, 586. 00 S 46, 800. 00 $ 22. 50 Admin 2 $ 1, 814. 26 $ 57, 579. 06 $ 1, 677. 06 $ 55, 902. 00 S 55, 764. 80 $ 26. 81 Admin 4 $ 9, 949. 80 $ 59, 225. 00 $ 1, 725. 00 $ 57, 500. 00 S 49, 275. 20 $ 23. 69 Admin 5 $ 2, 025. 00 $ 59, 225. 00 S 1, 725. 00 $ 57, 500. 00 S 57, 200. 00 $ 27. 50 Admin 5 $ 6, 122. 29 $ 113, 138. 29 $ 3, 295. 29 $ 109, 843. 00 S 107, 016. 00 $ 51.45 Admin 9 $ 6, 593.40 $ 124, 279. 80 S 3, 619. 80 $ 120, 660. 00 S 117, 686. 40 $ 56. 58 Admin 11 $ 8, 503.46 $ 152, 709. 86 S 4, 447. 86 $ 148, 262. 00 S 144, 206. 40 $ 69. 33 Admin 13 $ 3, 500. 67 $ 120, 189. 71 S 3, 500. 67 1 S 116, 689. 04 $ 42. 34 Maintain 12% sal Page 387 of 459 $ 3, 500. 67 $ 120, 189. 71 S 3, 500. 67 $ 116, 689. 04 $ 42. 34 Maintain 12% sal $ 3, 500. 67 $ 120, 189. 71 $ 3, 500. 67 S 116, 689. 04 $ 42. 34 Maintain 12% sal $ 3, 500. 64 $ 120, 188. 64 S 3, 500. 64 S 116, 688. 00 $ 56. 10 Maintain 12% sal $ 2, 223. 56 $ 57, 197. 96 S 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 $ 54, 974. 40 $ 26.43 Admin 3 $ 4, 750. 16 $ 94, 751. 76 S 2, 759. 76 $ 91, 992. 00 S 90, 001. 60 $ 43. 27 Admin 9 $ 4, 479. 99 $ 81, 980. 79 $ 2, 387. 79 $ 79, 593. 00 S 77, 500. 80 $ 37. 26 Admin 5 $ 2, 785. 77 $ 75, 024. 17 $ 2, 185. 17 $ 72, 839. 00 S 72, 238. 40 $ 34. 73 Admin 5 $ 4, 227. 95 $ 124, 223. 15 $ 3, 618. 15 $ 120, 605. 00 S 119, 995. 20 $ 57. 69 Admin 12 $ 4, 643. 47 $ 86, 137. 87 $ 2, 508. 87 $ 83, 629. 00 S 81, 494. 40 $ 39. 18 Admin 8 $ 4, 498. 68 $ 110, 370. 68 $ 3, 214. 68 $ 107, 156. 00 S 105, 872. 00 $ 50. 90 Admin 12 $ 2, 020. 58 $ 66, 750. 18 $ 1, 944. 18 $ 64, 806. 00 S 64, 729. 60 $ 31. 12 Admin 4 $ 7, 941. 98 $ 86, 711. 58 $ 2, 525. 58 $ 84, 186. 00 S 78, 769. 60 $ 37. 87 Admin 9 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 5, 650. 92 $ 95, 382. 12 $ 2, 778. 12 $ 92, 604. 00 S 89, 731. 20 $ 43. 14 Admin 10 $ 3, 960. 16 $ 64, 716. 96 $ 1, 884. 96 $ 62, 832. 00 S 60, 756. 80 $ 29. 21 Admin 5 $ 5, 537. 46 $ 57, 579. 06 $ 1, 677. 06 $ 55, 902. 00 S 52, 041. 60 $ 25. 02 Admin 4 $ 2, 036. 98 $ 62, 918. 58 $ 1, 832. 58 $ 61, 086. 00 S 60, 881. 60 $ 29. 27 Admin 4 $ 2, 036. 98 $ 62, 918. 58 $ 1, 832. 58 $ 61, 086. 00 S 60, 881. 60 $ 29. 27 Admin 4 $ 3, 220. 94 $ 68, 657. 74 $ 1, 999. 74 $ 66, 658. 00 S 65, 436. 80 $ 31.46 Admin 5 $ 2, 656. 75 $ 56, 819. 95 $ 1, 654. 95 $ 55, 165. 00 S 54, 163. 20 $ 26. 04 Admin 2 $ 2, 036. 98 $ 62, 918. 58 $ 1, 832. 58 $ 61, 086. 00 S 60, 881. 60 $ 29. 27 Admin 4 $ 3, 631. 99 $ 83, 628. 79 $ 2, 435. 79 $ 81, 193. 00 S 79, 996. 80 $ 38.46 Admin 8 $ 2, 036. 98 $ 62, 918. 58 $ 1, 832. 58 $ 61, 086. 00 S 60, 881. 60 $ 29. 27 Admin 4 $ 2, 743. 32 $ 77, 789. 72 $ 2, 265. 72 $ 75, 524. 00 S 75, 046. 40 $ 36. 08 Admin 6 $ 5, 020. 19 $ 120, 605. 79 $ 3, 512. 79 $ 117, 093. 00 S 115, 585. 60 $ 55. 57 Admin 12 $ 2, 906. 78 $ 78, 306. 78 $ 2, 280. 78 $ 76, 026. 00 S 75, 400. 00 S 36. 25 Admin 7 $ 2, 739.41 $ 80, 656. 21 $ 2, 349. 21 $ 78, 307. 00 S 77, 916. 80 $ 37.46 Admin 7 $ 8, 316. 99 $ 78, 828. 99 $ 2, 295. 99 $ 76, 533. 00 S 70, 512. 00 S 33. 90 Admin 8 $ 4, 660. 16 $ 97, 594. 56 $ 2, 842. 56 $ 94, 752. 00 S 92, 934. 40 S 44. 68 Admin 9 $ 5, 112. 22 $ 100, 521. 82 S 2, 927. 82 $ 97, 594. 00 S 95, 409. 60 S 45. 87 Admin 9 $ 4, 244.46 $ 107, 204. 46 S 3, 122.46 $ 104, 082. 00 S 102, 960. 00 S 49. 50 Admin 11 $ 2, 025. 76 $ 64, 716. 96 $ 1, 884. 96 $ 62, 832. 00 $ 62, 691. 20 S 30. 14 Admin 5 Page 388 of 459 $ 5, 791. 29 $ 127, 949. 69 $ 3, 726. 69 $ 124, 223. 00 $ 122, 158. 40 $ 58. 73 Admin 12 $ 2, 114. 34 $ 64, 805. 54 $ 1, 887. 54 $ 62, 918. 00 S 62, 691. 20 $ 30. 14 Admin 4 $ 3, 969. 18 $ 86, 711. 58 $ 2, 525. 58 $ 84, 186. 00 S 82, 742. 40 $ 39. 78 Admin 9 $ 2, 456. 30 $ 65, 147. 50 S 1, 897. 50 $ 63, 250. 00 S 62, 691. 20 $ 30. 14 Admin 6 $ 2, 456. 30 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 $ 62, 691. 20 $ 30. 14 Admin 6 $ 4, 500. 56 $ 94, 751. 76 S 2, 759. 76 $ 91, 992. 00 S 90, 251. 20 $ 43. 39 Admin 9 $ 2, 456. 30 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 62, 691. 20 $ 30. 14 Admin 6 $ 2, 025. 76 $ 64, 716. 96 $ 1, 884. 96 $ 62, 832. 00 S 62, 691. 20 $ 30. 14 Admin 5 $ 2, 456. 30 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 62, 691. 20 $ 30. 14 Admin 6 $ 3, 969. 18 $ 86, 711. 58 $ 2, 525. 58 $ 84, 186. 00 S 82, 742. 40 $ 39. 78 Admin 9 $ 2, 456. 30 $ 65, 147. 50 $ 1, 897. 50 $ 63, 250. 00 S 62, 691. 20 $ 30. 14 Admin 6 $ 2, 352. 04 $ 67, 102. 44 $ 1, 954.44 $ 65, 148. 00 S 64, 750. 40 $ 31. 13 Admin 6 $ 2, 181. 96 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 55, 016. 00 $ 26.45 Admin 3 $ 2, 374. 18 $ 66, 750. 18 $ 1, 944. 18 $ 64, 806. 00 S 64, 376. 00 $ 30. 95 Admin 4 $ 13, 575. 61 $ 85, 002. 81 $ 2, 475. 81 $ 82, 527. 00 S 71, 427. 20 $ 34. 34 Admin 6 $ 4, 543. 66 $ 117, 092. 46 $ 3, 410. 46 $ 113, 682. 00 S 112, 548. 80 $ 54. 11 Admin 12 $ 1, 867. 35 $ 61, 001. 75 $ 1, 776. 75 $ 59, 225. 00 S 59, 134. 40 $ 28.43 Admin 5 $ 4, 888. 96 $ 97, 594. 56 $ 2, 842. 56 $ 94, 752. 00 S 92, 705. 60 $ 44. 57 Admin 9 $ 4, 045. 39 $ 138, 891. 79 $ 4, 045. 39 S 134, 846. 40 $ 64. 83 Maintain 12% sal $ 4, 045. 39 $ 138, 891. 79 $ 4, 045. 39 S 134, 846. 40 $ 64. 83 Maintain 12% sal $ 4, 045. 39 $ 138, 891. 79 $ 4, 045. 39 S 134, 846. 40 $ 64. 83 Maintain 12% sal $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 5, 430. 67 $ 135, 742. 67 $ 3, 953. 67 $ 131, 789. 00 S 130, 312. 00 $ 62. 65 Admin 12 $ 3, 855. 40 $ 93, 503. 40 $ 2, 723.40 $ 90, 780. 00 S 89, 648. 00 S 43. 10 Admin 7 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 6, 236. 66 $ 139, 814. 26 $ 4, 072. 26 $ 135, 742. 00 S 133, 577. 60 $ 64. 22 Admin 12 $ 4, 643. 47 $ 86, 137. 87 $ 2, 508. 87 $ 83, 629. 00 S 81, 494. 40 $ 39. 18 Admin 8 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 4, 643.47 $ 86, 137. 87 $ 2, 508. 87 $ 83, 629. 00 S 81, 494. 40 $ 39. 18 Admin 8 $ 4, 073. 88 $ 85, 568. 28 $ 2, 492. 28 $ 83, 076. 00 S 81, 494. 40 $ 39. 18 Admin 7 $ 4, 844. 92 $ 109, 843. 32 $ 3, 199. 32 $ 106, 644. 00 S 104, 998. 40 $ 50.48 Admin 9 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 S 54, 974. 40 $ 26.43 Admin 3 $ 4, 643.47 $ 86, 137. 87 $ 2, 508. 87 $ 83, 629. 00 S 81, 494. 40 $ 39. 18 Admin 8 $ 2, 379. 02 $ 60, 681. 42 $ 1, 767.42 $ 58, 914. 00 S 58, 302. 40 $ 28. 03 Admin 3 Page 389 of 459 $ 4, 991. 23 $ 113, 733. 63 $ 3, 312. 63 $ 110, 421. 00 $ 108, 742. 40 $ 52. 28 Admin 11 $ 5, 217. 18 $ 86, 711. 58 $ 2, 525. 58 $ 84, 186. 00 S 81, 494. 40 $ 39. 18 Admin 9 $ 2, 223. 56 $ 57, 197. 96 $ 1, 665. 96 $ 55, 532. 00 $ 54, 974. 40 $ 26.43 Admin 3 $ 5, 423. 15 $ 110, 421. 15 $ 3, 216. 15 $ 107, 205. 00 $ 104, 998. 00 $ 50.48 Admin 11 $ 480, 466. 17 Page 390 of 459 A ID 10187 Employee Name COMBS, SHEILA - prorated to 88% Department Export AIR - Airport J 12622 KJERGAARD, STEVEN AIR - Airport C 10005 AKIN, SHERYL D ATTY - City Attorney G 11913 PETERSEN, MARTIN M ATTY - City Attorney C 10176 AHLHELM, GREGORY A BLDG_INSP - Building Department/Inspections C 11387 SPARKS, JENNIFER L BLDG_INSP - Building Department/Inspections A 10363 ANDREWS, ELIZABETH CA - Cultural & Arts A 10710 BURKLE, CAMILLE LYNN CA - Cultural & Arts A 10379 HICKOK, ANGELA J CA - Cultural & Arts A 10823 KLENSKE, THOMAS J CA - Cultural & Arts B 10369 PAIGE, CHAWNE CA - Cultural & Arts A 10820 REID, ANGELA J CA - Cultural & Arts A 11881 SIMMONS, AMANDA R CA - Cultural & Arts A New 7/1 TAYLOR, DARRELL CA - Cultural & Arts A 12573 WAGGONER-NORQUEST, J - prorated to 88% CA - Cultural & Arts A 10866 WELLHOUSE, AMANDA CAROLINE CA - Cultural & Arts A 10945 WELSH, JASON RICHARD CA - Cultural & Arts A 12299 WILSON, JOSHUA A CA - Cultural & Arts C 11378 EVEN, LEANN M CC - City Clerk D 11035 FELCHLE, KELLEY M CC - City Clerk B 10994 HIGBY, NANCY A CC - City Clerk A 12597 COON, JENNIFER L R CD - Community Development C 11522 FORDYCE, ANGELA K CD - Community Development G 10104 JONES, RUDY CD - Community Development A 12544 JORDAN, LONTAVIUS J CD - Community Development B 12676 KRUSKO, INDIRA CD - Community Development A 10101 MARTIN, JON D CD - Community Development A 12390 SHAVERS, STEPHANIE M CD - Community Development A 12540 SOUTHALL, TRACEY A CD - Community Development J 10035 CASTLE, WILLIAM W ENGRUT - Engineering/Road Use Tax I 10038 KNUTSON, JAMIE ENG_RUT - Engineering/Road Use Tax H 10440 BECK, WILLIAM FD - Fire Department ary gap per EBB 10479 LEE, KEVIN FD - Fire Department Page 391 of 459 ary gap per EHB 10477 LUCK, TROY L FD - Fire Department ary gap per EHB 10449 PETERSEN, BENJAMIN FD - Fire Department ary gap per EHB 10430 WELIVER, BROCK FD - Fire Department D 12410 ZWANZIGER, KAYLA L FD - Fire Department D 12632 WARD, DAWN R FD_AMB - Fire Department/Ambulance D 11523 BAHR, KIMBERLY A FIN - Finance L 10008 BOHLEN, BRENT A FIN - Finance I 10009 GRAHAM, EMILY FIN - Finance E 12374 WOOD, BRIDGETT FIN - Finance D 11324 STRANGE, RICHARD MICHAEL GAR - Central Garage A 103959 DUNN, LANCE HR - Human Resources F 10019 FISCHELS, NICOLE HR - Human Resources A 12298 GEARHART, MELISSA HR - Human Resources D 3786 WINSTON, KATE M HR - Human Resources D 10018 CULPEPPER, NANCY A HRTS - Human Rights A 10410 FUNCHESS, ABRAHAM L HRTS - Human Rights D 10411 JOHNSON, REBECCA HRTS - Human Rights A 11791 KIRBY, RICHARD T HSG_RT - Housing/Ridgeway Towers D 10581 COSBY, BEVERLY A HSGVCH - Housing/Voucher D 10124 HILL-DORRIS, WANDA K HSG_VCH - Housing/Voucher F 11325 JACKSON, DANA LEE HSG_VCH - Housing/Voucher G 12246 MCGEE, JENNIFER L HSGVCH - Housing/Voucher D 11978 MUHIC, SENADA HSG_VCH - Housing/Voucher C 12604 VEASLEY, LEKEISHA L HSG_VCH - Housing/Voucher D 10126 WESSELS, JANET L HSGVCH - Housing/Voucher G 10570 CHAPMAN, KIM LIB - Library D 12266 ECKERT, DAVID A LIB - Library D 10547 MILLER, BECKY K LIB - Library E 10566 PETERSEN, LORI A LIB - Library A 10545 ROUSSELOW, AMY L LIB - Library E 11815 RUTLEDGE, JILLIAN E LIB - Library F 10327 BOLGER, JAMES LSGLF - Leisure Services/Golf D 10352 DERIFIELD, TODD LS_PRKS - Leisure Services/Parks D 12186 GELLER, JACOB F LS PRKS - Leisure Services/Parks Page 392 of 459 F 10353 HUTING, PAUL LS_PRKS — Leisure Services/Parks E 12099 KAYSER, MORGANNE J LS_PRKS — Leisure Services/Parks A 10346 NICHOLS, TRAVIS LS_PRKS — Leisure Services/Parks A 101454 BOSS, BRIANNE LS_SPLX — Leisure Services/SportsPlex A 10266 DENNER, CRAIG LS_SPLX — Leisure Services/SportsPlex D 10281 ETRINGER, ROBERT J LS_SPLX — Leisure Services/SportsPlex A 10927 JACKSON, COURTNEY NOELLE LS_SPLX — Leisure Services/SportsPlex D 10809 RUTLEDGE, BRYAN ANDREW LS_SPLX — Leisure Services/SportsPlex A 10282 HILDMAN, ALEX LS_SPRT — Leisure Services/Sports A 10195 DOLAN, CHRISTOPHER LS_YA — Leisure Services/Young Arena A 10193 SCHAEFER, JACOB J LS_YA — Leisure Services/Young Arena B 10194 SCHARES, JOEL LS_YA — Leisure Services/Young Arena D 11942 KRESS, AGNES M MIS — Management Information Systems F 10001 STOFFER, EDWARD MIS — Management Information Systems J 10027 WAGNER, BENJAMIN A MIS — Management Information Systems C 11106 YOUNGBLUT, CHRISTOPHER J MIS — Management Information Systems B 12422 PERKINS, BRITNI C MYR — Mayor E 12447 THOMAS GETTMAN, TARA J MYR — Mayor ary gap per EHB 3622 DUNCAN, ROBERT PD — Police Department ary gap per EHB 3631 FEAKER, JASON P PD — Police Department ary gap per EHB 3626 MCCLELLAND, AARON PD — Police Department D 3761 WYBORNEY, KIMBERLY J PD — Police Department H 10109 ANDERSON, NOEL C PZ — Planning & Zoning J 10110 SCHROEDER, ARIC PZ — Planning & Zoning D 12268 SELIGA, EMILY K PZ — Planning & Zoning I 11786 BENNETT, RANDY L ST — Street Department D 10344 BOQUIST, MATT C ST — Street Department D 12541 BRIMMER, YVONNE M ST — Street Department D 12356 FISHER, SHAWN ST — Street Department G 12411 STEFFEN, SHEILA K ST — Street Department I 10055 ELAHI, SHAHABODDIN M TRF — Traffic Operations D 12619 REITER, BARBARA L TRF — Traffic Operations D 11969 BRUNSON, SCOTT A WMS_SAN — Waste Management/Sanitation F 10015 ELLIS, ELLA WMS SAN — Waste Management/Sanitation Page 393 of 459 F 10159 BOWMAN, BRIAN WMS_SWR - Waste Management/Sewer A 12185 FISCHELS, DAMIAN WMS_SWR - Waste Management/Sewer D 11593 HENRICH, JULIANNA M WMS_SWR - Waste Management/Sewer E 10153 MANAHL, BRAD J WMS_SWR - Waste Management/Sewer Page 394 of 459 Title 29-003 — Bookkeeper 29-001 — Director of Aviation 06-002 — Legal Secretary 06-003 — City Attorney 22-001 — Bldg Official/Bldg MtcSupervisor 22-002 — Permit Writing Specialist 26-002 — Registrar 26-021 — Event Coordinator 26-012 — Youth Pavilion Manager 26-011 — Technician / Preparator 26-001 — Culture & Arts Director 26-007 — Education Coordinator 26-005 — Development Marketing Manager 26-006 — Assistant Director / Curator 26-028 — Administrative Assistant 26-027 — Facilities Services Specialist 26-022 — Facilities Services Manager 26-023 — Facilities Services Specialist 03-005 — Deputy City Clerk 03-003 — City Clerk 03-021 — Deputy City Clerk 32-009 — Administrative Secretary 32-004 — Community Development Coord 32-002 — Community Development Director 32-012 — Rehabilitation Specialist 32-011 — Intake Project Specialist 32-007 — Rehabilitation Specialist 32-003 — Neighborhood Services Coord 32-006 — HOUSING PROGRAM MANAGER 07-002 — Assistant City Engineer 07-001 — City Engineer 12-077 — Chief of Fire Services 12-102 — Battalion Chief — 24hr Page 395 of 459 12-100 — Battalion Chief — 24hr 12-101 — Battalion Chief — 24hr 12-133 — Battalion Chief Fire Marshal 12-104 — Administrative Secretary 12-108 — EMS Administrative Assistant 03-020 — Assistant Finance Director 03-006 — Financial Analyst 03-007 — Financial Analyst 03-004 — Director of Finance 18-011 — Fleet Maintenance Director 09-006 — Human Resources Director 09-003 — Human Resources Specialist 09-001 — Asst. Human Resources Director 09-002 — Administrative Secretary 27-003 — Administrative Secretary 27-001 — Human Rights Director 27-002 — Human Rights Specialist 13-005 — Housing Authority Maintenance 13-002 — Housing Coordinator 13-007 — Housing Coordinator 13-004 — WHA Inspector Supervisor 13-001 — Bookkeeper 13-008 — Housing Coordinator 13-003 — Housing Authority Director 13-009 — Housing Coordinator 33-035 — Business Office Manager 33-001 — Library Director 33-049 — Public Services Manager 33-037 — Youth and Teen Services Manager 33-007 — Marketing & Volunteer Manager 33-048 — Assistant Library Director 37-014 — Park Superintendent 37-012 — Asst Director/ City Forester 37-095 — Natural Resources Technician Page 396 of 459 37-003 — Leisure Services Director 37-001 — Office Coordinator/Bookkeeper 37-019 — Facilities Manager 37-053 — Aquatics Mbr Services Spec 37-055 — Facilities Specialist 37-056 — Recreation Services Manager 37-091 — Member Services/Mktg Specialist 37-054 — FITNESS SPECIALIST 37-006 — Recreational Specialist 37-008 — Arena Manager 37-007 — Recreational Specialist 37-004 — Asst Arena Manager 03-016 — Digital Media Production Asst 03-011 — Cable TV Production Coordinator 01-009 — GIS Coordinator 01-004 — Director of Info Technology 01-003 — Executive Secretary 01-007 — Director Strategic Communication 11-141 — Police Captain 11-143 — Police Captain 11-142 — Police Captain 11-138 — Administrative Secretary 08-004 — Comm Planning & Dev Director 08-001 — City Planner 08-007 — Administrative Secretary 18-001 — Division Manager Public Works 19-044 — Street Director 19-021 — Administrative Secretary 19-044 — Street Director 19-045 — Public Works Coordinator 17-001 — Traffic Operations Director 17-009 — Administrative Secretary 15-018 — Operations Supervisor — Sani 15-017 — Administrative Secretary Page 397 of 459 14-003 — Asst Dir/Treatment Oper Sup 14-054 — Safety Compliance Director 14-015 — Administrative Secretary 14-001 — Asst Director Maintenance/ICT Page 398 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bill Beck, Fire Chief Fire Rescue Department AGENDA ITEM TITLE Resolution approving the FY 2025 Ambulance Fee Schedule. RECOMMENDED COUNCIL ACTION MEETING DATE June 17, 2024 Approve and adopt the FY 2025 Ambulance Fee Schedule as proposed. SUMMARY STATEMENT AND BACKGROUND INFORMATION The ambulance fee schedule for FY2025 is based on changes in maximum allowable fees by insurance carriers, calls for service volume as well as changes in offered services. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Ambulance Fee Schedule FY25 Page 399 of 459 , ER1.,0 It 11Ni q (PROPOSED)* FY2025 WATERLOO FIRE RESCUE AMBULANCE FEE SCHEDULE Service Provided Code Current Rate Proposed Rate Increase TRANSPORT; PER MILE 1 A0425 $13.00 $14.00 8% ALS 1; NON -EMERGENCY A0426 $644.17 $644.17 0% ALS 1; EMERGENCY A0427 $735.00 $735.00 0% BLS; NON -EMERGENCY A0428 $387.00 $387.00 0% BLS; EMERGENCY A0429 $620.00 $620.00 0% ALS; LEVEL 2 EMERGENCY A0433 $1,065.00 $1,065.00 0% SPECIALTY CARE TRANSPORT A0434 $1258.00 $1258.00 0% MUTUAL AID A0999 $300.00 $300.00 0% MORTUARY TRANSPORT A0999 $14/MILE N/A TREAT -NO TRANSPORT' A0998 $150.00 $175.00 17% ASSIST PUBLIC -RECURRENT 1sT3 A0999 $20.00 N/A ASSIST PUBLIC -RECURRENT 2ND3 A0999 $40.00 N/A ASSIST PUBLIC -RECURRENT ALL ADD.' A0999 $50.00 N/A EVENT COVERAGE; SINGLE PROVIDER A0999 $50.00/HR $50.00/HR 0% EVENT COVERAGE; TWO PROVIDERS A0999 $75.00/HR $75.00/HR 0% EVENT COVERAGE; DEDICATED AMBULANCE A0999 $100.00/HR $100.00/HR 0% Proposed changes/increases are influenced by several factors that include call volume trends, private insurance maximum allowable fees and changes in Waterloo Fire Rescue operations. * Proposed changes/increases are influenced by several factors that include call volume trends, private insurance maximum allowable fees and changes in Waterloo Fire Rescue operations. 1. Private insurance carriers have increased the maximum allowable fee they will pay for loaded mileage. 2. Insurance carriers rarely cover treatment without transport. Therefore, it is necessary to charge the patient after treating their condition and they refuse transport. We have not increased this fee in over 10 years and current rate does not recover operating costs for this service. 3. Due to the sharp increase in WFR responding to assist calls that fall outside the intended scope of operations it is necessary to impose fees associated with these services as a deterrent to abusing our obligation to respond. These have been, and will continue to be, assessed by the Medical Supervisor and Chief on a case -by -case basis. Often, this will result in connecting individuals with resources intended to improve their situation prior to assessing this fee. Page 400 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Martin Petersen, City Attorney Legal Department Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Resolution approving an Employment Contract with the Sayer Law Group, P.C., in the amount of $25,000.00, for professional services for 657A case consultations, and authorizing the Mayor 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. Attorney fee contract Sayer Page 401 of 459 Page 402 of 459 This AGREEMENT TO EMPLOY ATTORNEY is entered into between The City of Waterloo ("Client"), and The Sayer Law Group, P.C. ("Attorney"). 1. CONDITIONS. This agreement will not take effect, and Attorney will have no obligation to provide legal services, until Client returns a signed copy of this Agreement and, if applicable, pays any deposit required. 2. SCOPE AND DUTIES. Client hires Attorney for the purpose of: filing and prosecuting Iowa Code Section 657A.10B lawsuits Attorney shall provide those legal services reasonably required to represent Client, and shall take reasonable steps to keep Client informed of progress and to respond to Client's inquiries. Client shall be truthful with Attorney, cooperate in the preparation and trial of the case, appear on reasonable notice for depositions and Court appearances, keep Attorney informed of developments, abide by this Agreement, pay Attorney's bills on time and keep Attorney advised of Client's address, telephone number, and whereabouts. Client agrees not to compromise the claim without discussing the matter with Attorney, in advance, and Attorney is not authorized to compromise the claim without Client's consent. RETAINER. Client agrees to pay Attorney a retainer fee deposit at the time Attorney is hired, which money is to be held in trust. Client agrees to deposit $25,000.00. Such retainer and any other such replenishing payments must be remitted to the Firm for deposit. Cases in which hearing dates are already set and pending, or that will otherwise require extraordinary immediate efforts, may require a larger retainer fee deposit, which is specified at the end of Section 2 if applicable. Page 403 of 459 Client hereby authorizes Attorney to withdraw sums from the trust account to pay the costs, expenses, and fees for legal services incurred in Client's case. Attorney will charge all costs, expenses, and fees for legal services incurred during each monthly billing cycle against the retainer fee deposit. Once the retainer fee deposit is exhausted the Attorney shall be paid by submitting bills, to be paid pursuant to the usual City of Waterloo payment policies. Any unused retainer fee deposit is refundable. Any money not used for costs, expenses, and fees for legal services will be refunded to the Client at the conclusion of the representation. 3. CONTACTS AND COMMUNICATION. Client acknowledges that the normal operation of Attorney's office has been explained, and specifically that communications are normally maintained through the legal assistant staff, and that the "team approach" utilized in Attorney's office makes it likely that different tasks will be attended to by different people. Client understands that calls should normally be placed to, and normally will be returned by, the legal assistant assigned by Attorney to manage Client's case. Client understands that documents will frequently be drafted by one member of Attorney's office staff, and then reviewed or edited by another (usually an attorney), sometimes going through multiple drafts or reviews until completed, depending on the nature of the document. Client has been informed that Attorney's usual mode of keeping clients informed about the status of pending matters in this office is to copy all incoming and outgoing written communications, and Client has been directed to retain all such copies, and periodic billing statements, so that Client's file should be virtually identical to Attorney's file as the case progresses. Client understands that for the purposes of preserving attorney/client confidentiality, and the reasons, all contacts between Client and any member of attorney's staff are to be conducted at the office, whether in person or by phone, and not at the home of a member of Attorney's staff, or a cell phone, etc., except where strictly necessary and where advance arrangements for such contacts have been made at the office. It is understood that any meetings outside of normal office hours (i.e., 8:00 a.m. to 5:00 p.m.) or phone calls to a member of Attorney's staff at home or by cell phone are extraordinary events, and are discouraged. Where Client's schedule or other requirements necessitate phone calls or meetings outside of regular office hours, or at the home or cell phone of any member of Attorney's staff, a premium rate of 2 times the normal billing rate for that staff member applies to all time taken for such meeting or phone call. Client understands that Attorney's office works by appointment and scheduling, such that all client meetings must be by appointment. In the absence of other arrangement made in advance by an attorney in Attorney's office, appointments for office visits should be made through the legal assistant assigned to the case. As a general proposition, everything you tell us, or we tell you, is and will be treated as confidential information, protected by the "attorney -client privilege" against disclosure. There are certain rare Page 404 of 459 exceptions. For example, we might be required to reveal information necessary to prevent death or substantial bodily harm. However, if the client shares privileged information with third parties it loses that protection — the third party (even relatives or financial backers) can be deposed or examined at trial as to what they know and why they know it. Additionally, the applicable ethics rules prohibit us from taking direction from, or giving confidential information to, a third party who happens to be supporting the client, or paying the client's legal costs. In certain extremely rare circumstances, we permit contact by, and either taking information from, or giving information to, such third parties, at our sole discretion. The normal rule, however, and what you should expect to apply, is that we will not respond to inquiries from any third party, no matter how trusted they might be by the client, and third parties may not be the conduit for the passing of confidential information to, or from, the client. 4. LEGAL FEES. Client agrees to pay for hourly legal services at the following rates: $170.00 per hour for attorney time, $85.00 per hour for legal assistants. All personnel billing for their time will do so in 1/10 of an hour (i.e., six minute) increments, and will round to the nearest such increment. If this is a foreclosure or bankruptcy matter, our firm will bill services rendered at the current Fannie Mae rates. Fees will be milestone billed at industry standard percentages and will be based on the type of matter we are completing. For example in foreclosure judicial vs. non judicial. In bankruptcy MFR, POC, etc. Fees will include those items normally included in the Fannie Mae fees. For any items outside of the normal Fannie Mae items they will be billed at hourly legal service rates as set forth above. If this is a replevin action the fee shall be $950.00. If the matter becomes contested, the contested portion shall also be billed at the hourly legal services rates as set forth above. CONTESTED LITIGATION. If the Firm is representing Client and defenses and/or counterclaims and/or cross -claims are advanced, the Firm shall be paid by at the hourly rates listed above. The Firm agrees that it will promptly notify client and advise client of any documentation needed from client and notify client of requested fee approval. Following receipt of notification from the Firm, client agrees to respond to the Firm's request for hourly fee approval within three business days indicating approval or disapproval, and to promptly provide any needed documentation. Client agrees that these fees are reasonable on the basis of Attorney's ability, training, education, experience, professional standing and skill, and the difficulty, intricacy, importance, and time and skill required to perform the work to be done. It is understood by Client that ALL time expended by personnel in Attorney's office on Client's case should be expected to be billed at the rate for those personnel. It is not possible to list all the work that may be required in working on Client's case, but it is understood that such work (by attorneys, or legal assistants/paralegals) includes time spent on phone calls to or from Client, or on Client's behalf, Page 405 of 459 reviewing or handling incoming documents from Client, the opposing party, the Court, or any third party, and drafting, preparing, editing, reviewing, etc., pleadings, letters, documents, or materials, etc., performing legal or factual research, travel to or from hearings or meetings, depositions, time actually spent in such hearings and meetings (including time spent waiting for the matter to be called) and any other activities related to this matter. In short, Client is informed and understands that the time spent by the personnel of Attorney's office attending to Client's case will normally be billed at the rate of the persons who spent the time. Client authorizes Attorney to use associate counsel or legal assistants for such work on this case as Attorney might deem appropriate. Such persons shall be billed at their regular billing rate. Client acknowledges and agrees that such staff personnel may be utilized whenever deemed appropriate, and directs Attorney to apportion work at Attorney's discretion. Under certain circumstances, more than one member of Attorney's staff may work on a matter for Client simultaneously, in which case both members of Attorney's staff should be expected to bill for the time spent. An example would include a trial or contested evidentiary hearing, during which in Attorney's discretion the full participation of more than one person is necessary to properly attend to Client's case. The same rules apply to sequential or duplicative work. For example, it might be necessary to charge Client for a paralegal or attorney to review some or all of the case file, where immediate familiarity with the facts is required in preparation for a hearing, etc. However, Client will normally not be charged for time spent that is attributable to Attorney's internal staffing assignments, etc., such as one legal assistant reviewing a file when taking over a file from another legal assistant. Notwithstanding the expectation that all time spent on Client's case will be billed, Attorney may, at Attorney's discretion, elect to "write off' or "no charge" certain time actually expended by attorneys or legal assistants/paralegals on Client's behalf. Client acknowledges being on notice that any such write-offs are discretionary by Attorney, and are expressly contingent on there being no dispute regarding payment of the remaining items billed to the Client. As specified below in the section of this Agreement labeled "STATEMENTS, BILLING INQUIRIES, AND FEE DISPUTES," all "no charge" or "written off' costs, expenses, and fees for legal services will be considered payable in full in the event of a formal dispute or adjudication of a lien, regarding Client's bill. The hourly fees quoted above are subject to increase from time to time. Attorney will give notice in writing at least thirty days prior to any increase in hourly fees. If Client does not wish to be charged at the new rates, Client agrees to pay Attorney in full for services up to the date of the expected increase and terminate representation by Attorney. Client understands that if Attorney continues to represent Client past the date of the increase, the new fees will be in effect and Client agrees to pay those increased fees for all services rendered thereafter. Likewise, Attorney may modify other terms of this Agreement, similarly notifying Client thirty days in advance of the change, and with the same options for Client to terminate representation, and the same result (the new Agreement goes into effect) if Client does not terminate representation and Attorney continues to represent Client past the date of the proposed change. Page 406 of 459 If a Court awards attorney's fees to Client (or to Attorney on Client's behalf), and such sums are actually collected, they shall be applied against any outstanding charges on Client's bill. Client, however, remains responsible for payment of Attorney's services. A court order awarding attorney's fees from the opposing party does not relieve Client of the primary responsibility for paying Attorney's bill, or make any work done to collect the attorney's fees awarded any different from any other work performed by Attorney. Any attorney's fees awarded and actually collected that are not needed to pay Client's bill with Attorney (or replenish the retainer fee deposit) shall be paid to Client. Likewise, Client is aware that the Court could order Client to pay fees or costs to the other side of a case. 5. COSTS AND EXPENSES. A. INITIAL COSTS If applicable an initial, non-refundable, $25.00 will be billed to Client, from the first funds deposited with Attorney, to purchase the initial file materials, videotape, folders, etc., and to pay for access to the computer -assisted legal research service reserved for all cases in the event access to the service is needed. Client agrees that if Attorney advances or incurs any costs in this case, including but not limited to costs of investigation, filing fees or other court fees, depositions, process server or witness fees, photographs, exhibits, outside photocopying, the expenses incurred incident to travel on Client's behalf (including lodging and meals), messenger and other delivery fees, parking, consultant's fees, regular mail charges, express and overnight mail and delivery charges, timed -increment computer research charges, or other similar items, such charges will be paid by Client out of funds on retainer or promptly upon being billed. B. EXPERTS, CONSULTANTS, AND INVESTIGATORS It may become necessary in the preparation of Client's case for Attorney to hire expert witnesses, consultants, and/or investigators. Attorney will not hire such persons unless Client agrees to pay their fees and charges, but Attorney will select which such persons should be hired. It is understood that Client's refusal to authorize hiring of such persons, when considered necessary by Attorney, could greatly injure Client's case, and if the absence of such persons makes it impossible, in Attorney's discretion, to continue with the case, Attorney may withdraw from the case. C. Returned Check Fee Should Client remit a payment to this office by way of check and it is returned for insufficient funds or stop payment, a $25.00 returned check fee will be assessed to Client. Page 407 of 459 6. STATEMENTS, BILLING INQUIRIES, AND FORMAL FEE DISPUTES. Attorney will send Client periodic statements (monthly) for costs, expenses, and fees for legal services incurred. The sum indicated on such statements is owed upon generation of the statement, and must be paid within 14 days of the statement date. Normally, Client should have a retainer fee deposit in Attorney's trust account on the date that statements are generated, in which case the costs, expenses, and fees for legal services owed by Client to Attorney will be paid out of the Client's trust balance upon generation of the statement. In the event Client does not fully replenish the retainer fee deposit within 14 days of a billing statement, Attorney shall have the option of immediately withdrawing from representation. Interest at the rate of 18 percent annually (11/2 percent per month) will be charged on any unpaid balance in excess of the sum held as a retainer fee deposit, beginning on the date a statement showing such an outstanding balance is generated. The interest provision is not an agreement to extend credit, but is a method of compensating Attorney for delayed payment. Obviously, it is possible for mistakes to happen, and Client is not expected to pay for any charges that are incorrect. Client may call or e-mail Attorney's office with an inquiry concerning billing statements (directed to the Firm Administrator). Most actual errors can be resolved with a simple phone call, and Attorney's staff will inform Client whether a mistake is acknowledged, and promptly send an amended statement showing any adjustment or correction resulting from any such call. Whether or not Client calls with such an inquiry, any dispute as to the accuracy or validity of any billed charges, or requests for adjustment of any costs, expenses, or fees for legal services billed to Client must be made in writing to Attorney's Firm Administrator within thirty days of the date of the statement containing that cost, expense, or fee for legal services. If Client does not do so within thirty days of a billing statement, the statement will be conclusively presumed to be correct. In other words, if Client does not contact us in writing within thirty days of a billing statement, Client will have irrevocably agreed that the statement is accurate and correct. Any person ever reviewing any dispute regarding charges on a billing statement is asked to honor this provision, since it is an essential term to Attorney's agreement to represent Client in this case. As stated above, while Client should presume that all time spent attending to Client's case by any member of Attorney's staff will be billed, Attorney may elect to "write off' or "no charge" some costs, expenses, and fees for legal services. Any such write-offs are discretionary by Attorney, and are expressly contingent on there being no dispute regarding payment of the remaining items billed to Client, initiated by either Attorney or Client. If Attorney files a lien to recover unpaid fees and/or costs incurred on client's behalf, or if Client seeks to formally dispute Attorney's billings, by initiating mediation, arbitration, litigation, or a fee dispute in any forum, all "write off" or "no charge" costs, expenses, and fees for legal services reflected on any statement to Client will revert to being fully billed, and be additional sums owed to Attorney by Client, in addition to the sum disputed by Client. Page 408 of 459 These provisions are explicitly written to prevent a situation where Attorney reduces Client's bill by writing off costs, expenses, and fees for legal services during a case, and then Client seeks to reduce the sums owed further by disputing Client's responsibility to pay the reduced sum. They are intended to provide incentives for both Attorney and Client to resolve, informally and promptly, any questions or concerns about the legitimacy of any item billed on any statement, and to provide certainty that once a statement is thirty days old, the costs, expenses, and fees for legal services reflected on that statement are agreed by Attorney and Client to have been accurate and correct. In accordance with the Uniform Commercial Code, no payments made to Attorney for less than the full sum owed shall constitute payment in full, even if that notation is placed on the payment instrument, unless Attorney and Client both sign a separate written agreement specifically permitting such payment to constitute a payment -in -full. Client agrees to pay any fees and costs that are incurred by Attorney to collect fees, costs, or expenses from Client, including reasonable attorney's fees. 7. LIENS AND ADJUDICATION. Client hereby grants Attorney a lien on any and all claims or causes of action that are related to the subject of Attorney's representation under this Agreement. Attorney's lien will be for any sums due and owing to Attorney at the conclusion of Attorney's services. The lien will attach to any recovery Client may obtain, whether by arbitration award, judgment, settlement, or otherwise. Any amounts received by Attorney's office on Client's behalf may be used to pay Client's account. Client consents to the district court's adjudication of any such lien and during the pendency of the underlying action without requiring the filing of a separate action, regardless of whether any other action might be or has been filed by either Attorney or Client against the other, including any action alleging malpractice. 8. DISCHARGE AND WITHDRAWAL. Client may discharge Attorney at any time, although Client understands that court rules might still require Attorney to file a motion to withdraw. Attorney may withdraw at any time at Attorney's discretion. In either such circumstance, Client agrees to sign the documents necessary to permit Attorney to withdraw. Client has been informed that among the events that should be expected to cause Attorney's withdrawal from this case are Client's breach of any portion of this Agreement (including its payment provisions), Client's refusal to cooperate with Attorney or to follow Attorney's advice on a material matter, or any other fact or circumstance that would render Attorney's continuing representation unlawful, unethical, or impractical. Specifically, while it is the province of the Client to identify the "objectives of representation," a lawyer is not required to pursue objectives or employ means simply because a client may wish that Page 409 of 459 the lawyer do so. The terms of a lawyer's representation may exclude specific objectives or means, including those that a lawyer regards as repugnant or imprudent. If Client shall desire to retain other counsel, then Attorney shall be paid the amount then due and owing for work performed for Client. 9. CONCLUSION OF SERVICES; TURNOVER, STORAGE, AND DESTRUCTION OF FILES. When Attorney's services conclude, all unpaid charges shall become immediately due and payable. Attorney will normally formally withdraw from the case at its conclusion. After payment of all sums due and upon Client's request, Attorney will deliver Client's file (other than Attorney's personal notes, briefs, and work product that Attorney elects to retain) to Client, along with any Client funds or property in Attorney's possession. If Attorney is not instructed otherwise, Client's file will be kept in Attorney's office for a limited time after completion of the case. Files are digitized, stored as PDF files and then destroyed upon completion of a case. If you want your file, or anything out of your file, you should obtain it promptly upon conclusion of your case. 10. DISCLAIMER OF GUARANTEE; TOTAL FEES AND COSTS; TAX CONSEQUENCES. Nothing in this Agreement and nothing in Attorney's statements to Client will be construed as a promise or guarantee about the outcome of Client's matter. Attorney makes no such promises or guarantees. Attorney's comments about the outcome of Client's matter, if any, are expressions of opinion only. It is understood that it is impossible to predict how long a case will take, how much it will cost, or what the resulting outcome may be. Attorney does not make and has not made any guarantees to Client about the length or expense of Client's case. Attorney has not and will not make any guarantee as to the outcome of Client's case. Client has been informed and acknowledges that it is quite likely that the costs, expenses, and fees for legal services incurred in Client's case will substantially exceed the initial retainer fee deposit. No advice is given regarding tax consequences, and Attorney specifically is not providing tax advice, although questions relating to tax matters may very well come up during the course of the case. Client agrees to seek tax advice elsewhere, and to hold Attorney harmless from any tax effects. 11. EFFECTIVE DATE; SEVERABILITY; Page 410 of 459 This agreement will take effect when Client has performed the conditions stated in paragraph one, but its effective date will be retroactive to the date Attorney first provided services, if earlier. Even if this Agreement does not take effect, Client will be obligated to pay Attorney the reasonable value of any services Attorney may have performed for Client. The provision of this Agreement is severable. This means that if one or more provisions of this Agreement are found to be void or unenforceable for any reason, the remaining provisions of this Agreement will still apply. 12. ARBITRATION Both parties agree that they shall make a reasonable effort to solve all possible disputes between the parties by means of a settlement by agreement. Any dispute, controversy, or claim which cannot be settled arising out of or relating to this Agreement brought by, for or on behalf of Client shall be submitted to the commercial rules of the American Arbitration Association (AAA). Such arbitration will take place in Waterloo, Iowa, and shall be conducted by three arbitrators, one to be appointed by each party and the remaining arbitrator being nominated by the arbitrators so selected or, if they fail to agree, by the President of the AAA. However, disputes involving less than Fifty Thousand Dollars ($50,000) shall be conducted by a single arbitrator selected by the parties or, if they fail to agree, by the President of the AAA. Page 411 of 459 13. GOVERNING LAW This Agreement shall be construed in accordance with the laws of the State of Iowa, with exclusive venue in Black Hawk County, Iowa. The City of Waterloo The Sayer Law Group, P.C. By: Quentin Hart, Mayor By: Janelle G. Ewing Date: Date: Page 412 of 459 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT LeKeisha Veasley, Housing Authority Director Housing Authority Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Resolution approving a Grant Writing Services Agreement with Integral Grant Writing Services, in the amount of $5,000.00, for federal grant -writing services, and authorizing the Housing Authority Director to execute said document. RECOMMENDED COUNCIL ACTION Approve Integral Grant Writing Services contract for federal grant -writing services - Resident Opportunities and Self -Sufficiency Grant Program SUMMARY STATEMENT AND BACKGROUND INFORMATION Resident Opportunities and Self -Sufficiency Grant Program — Due September 30, 2024 The Resident Opportunities and Self -Sufficiency (ROSS) Program provides funding to hire and maintain Service Coordinators. ROSS Service Coordinators link residents of public housing and Indian housing that is funded through the Native American Housing Assistance and Self Determination Act (NAHASDA) with supportive services and activities that enable them to make progress towards economic independence and housing self-sufficiency. ROSS Service Coordinators perform many functions, including: • Recruiting program participants • Conducting resident needs assessments • Making referrals to services and programming • Providing case management and coaching • Establishing and maintaining partnerships with local service providers • Tracking outcomes and reporting to HUD ROSS Service Coordinators may serve (a) families, (b) elderly residents/persons with disabilities, or (c) both groups. Grant funds may only be used for the following purposes: 1. Service Coordinator salary and fringe benefits, which must be comparable to documented salaries for similar positions at three or more local employers, including the applicant's organization; 2. Training and travel related to professional and/or program development of the Service Coordinator, with prior approval of the HUD Field Office or area Office of Native American Programs; and 3. Administrative costs to support the ROSS program only, NEIGHBORHOOD IMPACT Page 413 of 459 DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Contract for Services (ROSS-SC) 2. Overview of ROSS Grant Page 414 of 459 Integral Grant Writing Services Contract for Services Integral Grant Writing Services was created to help organizations make an impact in their community. Services . ) I INTEORAL GRANT !Mrlf ing See vices Integral Grant Writing Services has agreed to work on behalf of the Public Housing Authority for the duration of the grant application process. Integral Grant Writing Services will provide the creation of all possible documentation for a complete grant application. Any documents which are unable to be created must be provided by the Public Housing Authority. Payment Schedule The Public Housing Authority is responsible for payment of the grant application within fourteen (14) days upon receipt of the invoice, which follows a signed contract. Integral Grant Writing Services will follow organization protocol and policies upon circumstances. Completion In the event that the contract is terminated by the Public Housing Authority prior to completion of the services but where services have been partially completed, Integral Grant Writing Services will be entitled to a prorated payment of the compensation to the date of termination provided that there has been no breach of contract on the part of Integral Grant Writing Services. Additionally, should the services be fully completed but not submitted due to the actions of the Public Housing Authority, Integral Grant Writing Service is entitled to the full agreed -upon payment. Confidentiality Integral Grant Writing Services agrees to not disclose, reveal, report, or use for any purpose and confidential information which Integral Grant Writing Services has obtained, except as authorized by the Public Housing Authority. this obligation will apply during the grant application process and indefinitely after the submission of the grant. All information (written or verbal) and material disclosed by or provided by the Public Housing Authority under this Page 415 of 459 contract, regardless of if it was provided before or after the date of the signed contract, will remain confidential. Ownership All material relevant to the grant application, which was created during the grant application process for the Public Housing Authority, will be the sole property of the Public Housing Authority. The use of the material created will not be restricted in any manner. All material created will be kept on record by Integral Grant Writing Services. Organization Year Grant Amount Ayden Housing Authority 2020 Lead -Based Paint Grant $1,750,000 Ayden Housing Authority 2020 ROSS-SC $239,250 Perry Housing Authority 2021 ESSG $60,000 Opp-Florala Housing Authority 2021 ROSS-SC $235,372 Selma Housing Authority 2021 ROSS-SC $235,372 Grand Rapids Urban League 2021 Housing Counseling Grant $45,000 Sturgis Housing Commission 2022 ESSG $134,484 Concord Housing Authority 2022 ESSG $208,316 Conway Housing Authority 2022 ROSS-SC $240,651 Jeffersonville Housing Authority 2022 ROSS-SC $208,725 Elk County Housing Authority 2022 ROSS-SC $255,750 The Housing Authority of the County of Berks 2022 ROSS-SC $255,750 Brunswick Housing Authority 2022 Jobs Plus $2,999,060 Sturgis Housing Commission 2022 Capital Fund At Risk/Receivership/ Substandard/ Troubled Program $530,000 Conway Housing Authority 2022 FSS (New Applicant) $66,268 Johnstown Housing Authority 2022 FSS (New Applicant) $66,704 Housing Authority of Newnan 2022 FSS (Renewal) $174,685 Springfield Metropolitan Housing Authority 2022 Radon Testing and Mitigation Grant $590,435 Housing Authority of the County of Lake 2022 Radon Testing and Mitigation Grant $593,670 Fort Wayne Housing Authority 2023 Your Home, Your Internet $403,432 Sturgis Housing Commission 2023 Your Home, Your Internet $421,569 Albany Housing Authority 2023 YouthBuild $1,371,354 Opp Housing Authority 2023 Housing -Related Hazards $1,138,500 Conway Housing Authority 2023 Housing -Related Hazards $949,967 Sturgis Housing Commission 2023 Housing -Related Hazards $1,199,989 Springfield Metropolitan Housing Authority 2023 Housing -Related Hazards $284,460 Brenham Housing Authority 2023 Housing -Related Hazards $999,977 Page 416 of 459 Sturgis Housing Commission 2023 Lead -Based Paint $999,900 Springfield Metropolitan Housing Authority 2023 Lead -Based Paint $2,237,400 Brazil Housing Authority 2023 ESSG $58,199 De Leon Housing Authority 2023 ESSG $18,698 Hope Housing Authority 2023 ESSG $131,000 Lincoln Housing Authority 2023 ESSG $259,990 Housing Authority of the City of Greenville 2023 FSS (New) $97,412 Springfield Metropolitan Housing Authority 2023 Troubled Program $3,000,000 Grand Rapids Urban League 2023 Housing Counseling Grant $29,799 Enterprise Housing Authority 2023 ROSS-SC (New) $188,842 Northwest Georgia Housing Authority 2023 ROSS-SC (Renewal) $187,687 Selma Housing Authority 2024 FSS (New) $53,005 Jeffersonville Housing Authority 2024 FSS (New) $51,640 Concord Housing and Redevelopment 2024 FSS (New) $60,883 Brenham Housing Authority 2024 FSS (New) $56,521 Grant Name Max Award Due Date Fee Resident Opportunity and Self -Sufficiency Service Coordinator (ROSS-SC) Program $272,250 Per SC 9/30/2024 $5,000 Integral Grant Writing Services looks forward to working with the Public Housing Authority. Please sign and date below to get started today! Elizabeth [Phil Elizabeth Phillips, 6/5/2024 Name, 6/5/2024 Owner Executive Director Integral Grant Writing Services Public Housing Authority Page 417 of 459 What is the R.O.S.S. program and what is its purpose? Resident Opportunities and Self -Sufficiency Grant Program - Due September 30, 2024 The Resident Opportunities and Self -Sufficiency (ROSS) Program provides funding to hire and maintain Service Coordinators. ROSS Service Coordinators link residents of public housing and Indian housing that is funded through the Native American Housing Assistance and Self Determination Act (NAHASDA) with supportive services and activities that enable them to make progress towards economic independence and housing self-sufficiency. ROSS Service Coordinators perform many functions, including: • Recruiting program participants • Conducting resident needs assessments • Making referrals to services and programming • Providing case management and coaching • Establishing and maintaining partnerships with local service providers • Tracking outcomes and reporting to HUD ROSS Service Coordinators may serve (a) families, (b) elderly residents/persons with disabilities, or (c) both groups. What are the overall goals of the ROSS program? For families, the ROSS program is intended to enable participants to: • Make progress toward economic independence and housing self-sufficiency; • Reduce or eliminate the need for welfare assistance; and • Increase earned income. For elderly (age 62+) participants and persons with disabilities, the ROSS program aims to: • Enhance quality of life by connecting residents to services and activities; • Enable participants to age/remain in place; and • Avoid more costly forms of care, such as nursing homes or other institutional facilities. Through needs assessments, case management, and referrals to community- and web -based services, ROSS Service Coordinators help each participant advance towards the above goals in ways that best fit their needs, personal priorities, and interests. Page 1 of 4 Page 418 of 459 How can ROSS program funds be used? ROSS grant funds may be used only for activities and expenses that fall within the scope of the program and that support program goals. This section describes eligible and ineligible uses of grant funds. Which activities and expenses are eligible uses of ROSS program funds? Grant funds may only be used for the following purposes: 1. Service Coordinator salary and fringe benefits, which must be comparable to documented salaries for similar positions at three or more local employers, including the applicant's organization; 2. Training and travel related to professional and/or program development of the Service Coordinator, with prior approval of the HUD Field Office or area Office of Native American Programs; and 3. Administrative costs to support the ROSS program only, including but not limited to: o Administrative staff support; o Local transportation by Service Coordinators; o Stipends for reasonable out-of-pocket costs incurred by participants; o Tracking and evaluation; o Purchase of office equipment and supplies; o Purchase of hardware and software to be made available for all ROSS participants (i.e., in a computer lab or office, and not for individual in -home use); o Program outreach; o Utilities, including Internet connectivity; and o Lease or rental of space for program activities (but not repairs or renovation). Which activities and expenses may not be paid for with ROSS program funds? In general, ROSS program funds may only be used for the purposes described above and in the specific NOFA that governs a grantee's particular grant. In particular, ROSS program funds may not be used to pay for: • Direct supportive services, except where allowed under Administrative costs for reasonable out-of-pocket costs incurred by program participants for program -related activities such as local transportation to job training or job interviews, supplemental educational materials, child care Page 2 of 4 Page 419 of 459 expenses, and similar activities. Grantees should consult with their local HUD field office about whether a particular expense is eligible to be covered; • Other public housing agency (PHA) costs, including the salary of an FSS Service Coordinator; and • Reimbursing any costs incurred in preparation of the ROSS application. Page 3 of 4 Page 420 of 459 What are the core functions of a ROSS Service Coordinator? Service Coordinators provide a critical link between program participants, local resources that can assist them, and PHA and property staff. Each ROSS Service Coordinator should tailor his or her role to meet participants' needs, but general functions of all Service Coordinators are listed below. L. ► Working with Residents • Recruit new participants • Conduct needs assessments • Facilitate resident goal -setting • Make referrals to services Case Management and Coaching • Work collaboratively with residents to holistically meet their needs • Use a client -centered approach • Create and maintain a confidential environment Collaborating and Forrning Partnerships • Develop and manage ROSS Program Coordinating Committee • Cultivate service provider partnerships • Generate funding Measuring Outcomes • Track program activities • Monitor participant progress • Manage data and keep organized records Program Management and Coordination • Develop staffing and administrative plans • Identify training for R055 Service Coordinators • work with PHA leadership and staff Page 4 of 4 Page 421 of 459 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT LeKeisha Veasley, Housing Authority Director Housing Authority Department MEETING DATE June 17, 2024 AGENDA ITEM TITLE Resolution approving a Senior Community Service Employment Program Agreement with the AARP Foundation, and authorizing the Mayor 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. Blank HA Agreement Page 422 of 459 -!CARP FOUNDATION SCSEPSenior Community Service Employment Program Host Agency: Phone: Fax: FEIN: HOST AGENCY AGREEMENT Address: The above named agency/organization, an equal employment opportunity employer, requests the services of participants from the AARP Foundation Senior Community Service Employment Agency. This agency is: ❑■ A Non -Profit Organization. (Tax exempt under the Internal Revenue code 501(c)(3)) ❑■ A Public Organization. Enrollee Supervisors are: • Compensated with federal funds. • Not compensated with federal funds. The purpose of this agreement is for the host agency and AARP Foundation to enter into a joint engagement in the SCSEP, under which a participant receives training in a community service assignment while actively pursuing unsubsidized employment. The host agency agrees to provide meaningful training and work experience to the participant(s) in exchange for federally subsidized community service hours by AARP Foundation. To ensure our host agency partners understand their important role in the daily lives of SCSEP participants and their responsibilities in supporting each participant's goals to enhance or learn new skills and to obtain unsubsidized employment, we ask that each host agency supervisor clearly understand and support the following agency and participant requirements in this agreement: 1) The host agency agrees to support SCSEP objectives and will consider hiring participant(s) in permanent employment positions(s), if a vacancy arises. 2) The host agency acknowledges that AARP Foundation may reassign participant(s) at any time in accordance with SCSEP rules, regulations, and policies. AARP Foundation acknowledges that participation as a host agency is voluntary and agrees to honor any host agency request in writing to reassign participants for any lawful reason. AARP Foundation may require documentation of the request, or the basis therefore. 3) It is understood that the purpose of the SCSEP is for a participant to provide community service while they actively pursue training and unsubsidized employment off of the program. When a participant enrolls and/or gets a job off the program they may lose their public benefits. These benefits may include, but are not limited to: Public Housing, Food Stamps, SSI/SSD, and Medicaid. 4) It is understood that participants may miss some hours at the host agency assignment in order to pursue training opportunities or unsubsidized employment goals outside of the host agency. Participants may be required by AARP Foundation SCSEP to complete required programmatic activities and tasks which may include: • Accept referrals and interviews for employment outside the program; • Conduct an ongoing search for unsubsidized employment as specified in the Individual Employment Plan ("IEP"); • Accept transfers to other host agency assignments as necessary to further the participant's training and work experience; • Register and maintain registration with the State Employment Service and/or One Stop Center; • Attend job search training, job clubs, participant meetings, etc., when offered by the AARP Foundation office, and engage in continuing unsubsidized job search activities. 5) It is understood that the SCSEP is short-term, work -training to prepare participants for unsubsidized employment off of the program. Participation in SCSEP is not an entitlement, nor is it designed to solely provide income maintenance. SCSEP participants are in training status, preparing for unsubsidized employment. 6) When practical, the Host Agency agrees to provide additional training support to their participants by allowing participants to utilize the Agency's computers and interne access for designated job search training and to complete online job search activities. 7) It is understood that training with the host agency is a short-term opportunity. Participation in the SCSEP is NOT a job, and participants are NOT employees of either the AARP Foundation or the host agency where they are temporarily assigned under federal law. Page 423 of 459 8) It is understood that AARP Foundation SCSEP does not conduct background checks or drug screening on participants. Host agencies may conduct background checks and drug screenings in their sole and exclusive discretion and in accordance with applicable law and assumes the risks of doing so. AARP Foundation is not financially or otherwise responsible for any costs, expenses or claims associated with background checks or drug screenings. 9) The host agency agrees to have or obtain reliable technology services that would enable it to receive and send participant Time & Attendance Reports to and from the AARP Foundation office. Reliable technology services are those that can produce readable documents —not overly dark, overly light, blurred, or otherwise unreadable by an objectively reasonable standard. Because electronic transmittal of Time and Attendance Reports, are required by regulation as the method of documenting participant stipend payments for trained hours, AARP Foundation must place participants at an alternative assignment if a host agency cannot comply with this requirement. The host agency agrees to verify, sign and return accurately completed timesheets to AARP Foundation SCSEP for processing. Timesheets must be signed by the individual participant and by a responsible supervisory official having first-hand knowledge of the hours worked by the participant. 10) The host agency agrees to provide supervision, training, and a safe work environment for each assigned participant, at its sole discretion. The host agency also agrees to the provisions outlined in the Participant and Host Agency Handbook as a condition of participation in the SCSEP, including AARP Foundation SCSEP's policies prohibiting discrimination, workplace violence, and harassment. Host agencies agree and acknowledge that, while on -site at the Host Agency, participants are under the direct control and supervision of the Host Agency and that the Host Agency is responsible for permitting participants to conduct any tasks that qualify for payment under the program. AARP Foundation will not assign job -training tasks to any participant pursuant to this Agreement. 11) The host agency agrees to respond to the host agency customer satisfaction survey that is issued by the U.S. Department of Labor (DOL) if randomly selected and acknowledges that completion of the survey influences continued DOL funding of the SCSEP grant. This survey is generally sent out in January, but timing is at the discretion of DOL. 12) Pursuant to SCSEP regulations, AARP Foundation, as a program administrator, is responsible for providing workers' compensation insurance for all participants, in accordance with state and federal law. The host agency is responsible for maintaining a safe working environment for participants during their normal course of duties; and to ensure that proper equipment, procedures, and safe practices are used in compliance with state and federal law. The Host Agency recognizes that if a safety violation involving a SCSEP participant occurs on the premises, AARP Foundation expects Host Agency to follow safety notification laws as it would for its own employees and to immediately notify AARP Foundation of any incident. AARP Foundation has the right to coordinate onsite safety inspections with the host agency to insure that work procedures, equipment and practices are used to protect the safety of participants. If the host agency fails to adhere to reasonable safe working practices, AARP Foundation has the right to terminate the agreement for cause and for the protection of the participants. The host agency must keep the following key safety issues in mind at all times: • No lifting over 20 pounds • No step stools or ladders • Participants may not drive unless the assignment expressly includes driving, is approved in advance by AARP Foundation, and is carried out in accordance with this Section 12 and Section 13 below. • Participants must always be supervised 13) No participant is authorized to drive as part of his or her assignment without the advance written approval of AARP Foundation. (a) Only in exceptional situations can a participant transport other passengers and only then with the approval of the national AARP Foundation SCSEP director. If a participant has been approved to engage in duties that include driving a vehicle owned or operated by the host agency, the host agency shall maintain appropriate automobile liability covering participant(s) while engaged in the performance of those duties. Applicable statutes will govern the limits of liability for Federal, state, and local government host agencies. A copy of the host agency's certification of insurance and participant's current driver's license and a motor vehicle record (MVR) check is required prior to the driving assignment beginning. Participants will be reimbursed for the cost of the MVR by AARP Foundation SCSEP. (b) If the participant drives his or her own vehicle as part of his or her assignment beyond commuting, the Host Agency must ensure that participant maintains automobile liability insurance appropriate to cover performance of their assignments. (c) The host agency shall also reimburse the participant for mileage if the participant drives his or her own vehicle in the performance of the host agency assignment. (d) A copy of the host agency's certification of insurance, the participant's certification of insurance, the participant's current driver's license, and a MVR is required prior to the driving assignment beginning. Participants will be reimbursed for the cost of the MVR by AARP Foundation SCSEP. Page 424 of 459 15) It is understood that the AARP Foundation SCSEP is federally funded and is required to maintain documentation (timesheets) to substantiate the expenditure of federal funds for wages. (a) It is also understood and agreed to that AARP Foundation SCSEP shall pay a wage stipend to participants assigned to the host agency only within the limits communicated to host agency at the onset of participant placement; federal regulation prohibits payment beyond those grant -prescribed limits The host agency shall not permit or instruct participant(s) to perform work beyond such limits or require participant to perform unpaid or volunteer work as part of participant's assignment, except as described in subsection (b) below. (b) If the host agency permits participant(s) to perform work exceeding authorized hours, or to return to community service training assignments without prior authorization from AARP Foundation representative or past the participant's termination date, host agency shall compensate participant(s) for such time and comply with applicable law governing employment requirements. 16) It is understood that, by law, host agency must not use participants as substitutes for permanent employees. Federal regulations prohibit such a "maintenance of effort." Participants are additions to, not substitutes for, regular agency staff. A community service assignment for a participant under Title V of the Older Americans Act is permissible only if the assignment does not: a) Reduce the number of employment opportunities or vacancies that would otherwise be available to individuals who are not SCSEP participants; b) Displace currently employed workers (including partial displacement, such as a reduction in the hours of non -overtime work, wages, or employment benefits); c) Impair existing contracts or result in the substitution of Federal funds for other funds in connection with work that would otherwise be performed; and d) Assign or continue to assign an SCSEP participant to perform the same work or substantially the same work as that performed by any other individual who is on layoff. 17) The host agency will be listed on the Time Attendance Report in AARP Foundation records accessible by the U.S. Department of Labor. If there are changes to a participant's supervisor, the AARP Foundation SCSEP office must be notified so that the information can be updated in SCSEP databases. 18) It is understood that all participant(s) records are subject to the Privacy Act, 5U.S.C. § 552a and neither party shall release records without written release signed by participant(s) or otherwise in accordance with law. 19) The host agency shall maintain all records, including original or copies of participant(s) timesheets, relating to this agreement for a period of four years. The host agency shall retain original participant(s) time sheets if faxed to AARP Foundation for payment. AARP Foundation or the U.S. Department of Labor, through any authorized representative, shall have access to and the right to examine all records related to this agreement. 20) It is understood that either party may terminate this agreement at any time for any reason upon notification to the other party. 21)) It is understood that any amendment, modification, or addendum to this agreement including changes or modifications to training assignments, must be made by mutual consent of the parties, in writing, signed and dated by both parties, prior to assignment of participant(s) to host agency or any changes being performed. 22) No part of this agreement requires payment of fees by a party to the other. Date Chelley Pratt, Project Director Date Please provide your current email address in the space below: SAFETY IS NO ACCIDENT I Page 3 of 3 Page 425 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with Vandewalle and Associates, in the amount of $72,000.00, for continued work on downtown Waterloo planning efforts, redevelopment design, riverfront development, and funding opportunities for FY 2025, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approve SUMMARY STATEMENT AND BACKGROUND INFORMATION The City of Waterloo has been working with Vandewalle & Associates for many years for downtown development. With a plethora of activities and projects underway, we feel it is appropriate to continue this relationship to bring forth new development, proper design and planning, to continue to improve Downtown Waterloo. NEIGHBORHOOD IMPACT The Downtown Waterloo area has seen many improvements over the years for a positive impact on the Downtown area. DATA, ANALYSIS, AND STRATEGIES The City of Waterloo utilizes the Downtown Master Plan, input from neighboring areas, and Main Street Waterloo al as ways to increase the viability of Downtown Waterloo, its overall layout, and development. IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION The City has partnered with many other entities such as Main Street, Spectra, Grow Cedar Valley, Experience Waterloo, and the Waterloo Development Corporation, for ways to improve Downtown Waterloo and look for input for its design and progress forward. COMMUNITY ENGAGEMENT METHODS Economic Development updates, public hearings, Planning Commission actions all have the ability to allow for further informational and engagement methods. SOURCE OF EXPENDITURES $72,000 from Bond and TIF funds ALTERNATIVE ACTION Page 426 of 459 LEGAL DESCRIPTION ATTACHMENTS 1. Waterloo Imp 2024-2025 Page 427 of 459 VANDEWALLE & ASSOCIATES INC. June 3, 2024 Agreement for Implementation Services 2024-2025 THIS AGREEMENT is made and entered into by and between the "Client" City of Waterloo, Iowa, and VANDEWALLE & ASSOCIATES, Inc., Madison, Wisconsin, a professional planning and design firm. Article I Scope of Work A. VANDEWALLE & ASSOCIATES agrees to provide the following "Services": WORK ELEMENT ONE: BLIGHT ELIMINATION AND PROPERTY ACQUISITION a. Continue to update map and strategy with blight elimination and property acquisition targets b. Track property owner, assessed value, and anecdotal information regarding asking price, business status, and other relevant details c. Work with City and Waterloo Development Corporation on public private partnership for blight elimination and property acquisition d. Coordinate downtown redevelopment efforts with supporting blocks and neighborhoods including Walnut neighborhood, Church Row neighborhood, Franklin Gateway neighborhood, We Care neighborhood, and Rath area. 120 East Lakeside Street • Madison, Wisconsin 53715 • 608.255.3988 • 608.255.0814 Fax 247 Freshwater Way, Suite 530 • Milwaukee, Wisconsin 53204 • 414.988.8631 www.vandewalle.com Shaping places, shaping change Page 428 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 2 e. Advance opportunities for riverfront housing development and increasing the density of mixed -use buildings for commercial and infill residential opportunities. WORK ELEMENT Two: DOWNTOWN MASTER PLAN IMPLEMENTATION Work with the City to expand and implement the detailed development plan for downtown Waterloo, to include the following: a. Continue to develop, update, and implement the downtown Master Plan, including both priority projects on both the east and west sides b. Develop graphics, including concept design, whitepapers, and web - based graphics as needed to illustrate visionary concepts for redevelopment c. Continue to update redevelopment Master Plan, including perspectives showing proposed uses, density, and massing along Commercial and Jefferson corridors as well as riverfront housing opportunities d. Coordinate with City on advancement of downtown infrastructure including the conversion of 4th, 4th, and 6th Streets to two-way, enhancement of active transportation in downtown, and activation of regional trails e. Assist with financing strategies that promote economic development, such as tax increment financing and economic impact forecasting f. Work with the City and Waterloo Development Corporation to identify the downtown projects that would be eligible for anticipated federal funding g. Advise the City on coordination of downtown marketing effort, including collaboration with the City on marketing materials and providing design review assistance h. Provide ongoing implementation assistance for housing projects that are underway i. Work with City, property manager, owners, and future developer to reposition Black's Building as a catalytic redevelopment project, as well as adjacent blocks for redevelopment j. Provide general assistance to the City as requested Page 429 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 3 WORK ELEMENT THREE: SUPERBLOCK REDEVELOPMENT With the assistance of City Staff, coordinate the redevelopment of the properties in the Superblock. (Note: Superblock is a four -block area around the Convention Center, including the Best Western hotel, parking structure, Courier building, and Cedar River Plaza building) to include the following: a. Assist City with positioning projects to attract and recruit developers b. Advise on use, density, and programming for Courier Block and adjacent buildings and sites, including both existing and future catalytic redevelopment sites c. Advise on priorities for phased development of Superblock properties d. Facilitate the Design Build Management Team process, including providing agendas, guidance, and recommendations on design review elements e. Assist developer and others in coordinating site planning and architect's design review on Courier Block or other adjacent proposed development f. Advise on potential renovation of EconoLodge project or other site uses g. Advise on redevelopment opportunities for the Cedar River Plaza building, including appearance improvements, river access options, and suggestions for tenant mix WORK ELEMENT FOUR: CENTRAL CITY LIVE LEARN INITIATIVE a. Continue to work with Mayor and City Staff on "Central City Live Learn Neighborhood Initiative," including coordination between existing efforts and stakeholders and managing the implementation of the initiative b. Assist with concept development through whitepapers and graphics/maps, and data collection/analysis as needed to support current efforts by City and public and non-profit partners c. Continue to assist in launching new redevelopment sites and uses for the project "pipeline" on both the west and east sides, including the Walnut neighborhood, Church Row, and Highway 63 corridor Page 430 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 4 d. Development of outline for architectural guidelines for key neighborhood corridors and areas where redevelopment/revitalization on a block -by -block basis is a priority e. Advise on implementation of Walnut Street and Church Row Neighborhood planning efforts f. Advise on Opportunity Zone projects, including packaging projects for investment, developer recruitment, design concept development g. Coordinate with the City on East 4th Street Development h. Coordinate with City on railyard redevelopment program as it advances i. Advise on the development of workforce mobility opportunities and coordinate with transit and workforce stakeholders j. Continue to advance and track metrics related to impact of the City Central Live Learn Initiative k. Continue to advance workforce training initiatives, including building trades and advanced manufacturing, through support of partner initiatives WORK ELEMENT FIVE: PARK To PARK/VETERANS WAY DESTINATION DISTRICT ADVANCEMENT a. Continue assisting the City with implementation of projects, including Bridge Lighting, Veterans Way, Pocket Park, 218 Pedestrian Underpass, improved streetscape and the Sullivan Brothers Memorial Plaza b. Support City staff in the advancement and marketing of Waterloo as WWII Heritage City c. Support Mayor and City staff in procuring additional public and private sources of funding such as EDA funding for projects in the Park to Park/Veterans Way concept, including preparation of letters of intent or grant writing, in partnership with City staff d. Continue to develop design concepts, cost estimates, whitepapers, summary graphics, and partnership opportunities for projects within the overall Park to Park/Veterans Way Destination District concept Page 431 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 5 WORK ELEMENT SIX: MARINA SITE AND OTHER CEDAR RIVER PROJECTS a. Assist City with positioning remaining project phases for federal and state funding in addition to identifying and tracking other funding opportunities applicable to the project, such as Great Places program, TAP funding, or others b. Work with the City and the Waterloo Development Corporation to identify an operator and operating plan for the Marina, including multi -family housing, paddlesports/recreation business, and other uses c. Assist with converting River Road to a riverfront parkway with scenic improvements d. Advance a San Souci master plan for recreational development opportunities and pedestrian bridge e. Assist with concepts and positioning for future Cedar River projects f. Help recruit and vet additional housing and retail/commercial prospects for the Marina site, including temporary uses like local food trucks to support seasonal activity on marina site g. Coordinate with other City/INRCOG consultants on shoreline, river access, docking, and site design h. Provide advice on kayak course, fishing derbies, flatwater paddling, and other recreational programming opportunities, including potential canoe/kayak livery site i. Develop and maintain implementation strategy and operating plan, including project roles and responsibilities as the Cedar River Placemaking project is implemented WORK ELEMENT SEVEN: DOWNTOWN LIGHTING AND IMPLEMENTATION Continue to facilitate relationship with lighting design consultant and help manage their scope of work, deliverables, and cost estimates a. Coordinate local/regional stakeholders on communication and/or input, planning, and strategy on implementation of downtown lighting b. Provide additional project support, as directed by the City Page 432 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 6 WORK ELEMENT EIGHT: IOWA REINVESTMENT DISTRICT IMPLEMENTATION (NON- MARINA) a. Assist the City in planning for redevelopment of the TechWorks outlots, such as the marina site, retail sites, and sports -related uses, and including efforts to functionally integrate TechWorks into the downtown redevelopment Master Plan. These efforts will be conducted through regular calls, DBMT meetings, and review of materials b. Work with Waterloo Development Corporation to implement the market study related to a regional hard court tournament center c. Assist the City in implementing the projects in the Iowa Reinvestment District, including new opportunities in hotel, hospital, retail, and multi -family housing d. Assist City Staff in activities to help support the hotel to recover from losses incurred during the covid-19 pandemic, including supporting recruitment of a new restaurant and aligning downtown redevelopment activities to increase room nights and associated tax revenues WORK ELEMENT NINE: FUNDING PROCUREMENT AND TRACKING At the direction of City Staff, provide assistance in developing a funding strategy to include the following: a. Develop and track sources of and deadlines for federal, state, and local funding opportunities b. Position projects by developing white papers and communication strategies to help recruit funding sources c. Track federal infrastructure -based funding programs, such as RAISE (DOT) and FTA for road/transit projects d. Support and assist the City in implementing the federal Opportunity Zone program, including design concept development and funding structures e. Add capacity to City Staff by providing grant writing services, as requested Page 433 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 7 WORK ELEMENT TEN: DEVELOPER RECRUITMENT ASSISTANCE As additional priority projects are identified during the contract period, assist the City with developer recruitment activities, including: a. Project concept design and refinement, including design services to review architecture and graphic services to advance specific projects, including infill or other projects on the east side b. Participate in property owner negotiations and relocation strategies c. Participate in developer recruitment and negotiations, such as RFP/RFPs development, evaluation of responses, and developer selection d. Assist in financing strategy development e. Assist in design and development review WORK ELEMENT ELEVEN: COORDINATION FOR PMT / DBMT PROCESS With the assistance of City Staff, manage and coordinate the Project Management Team, to include the following: a. Identify priority focus areas and set related meeting agendas b. Facilitate Project Management Team and project -specific Design - Build Management Team meetings on a monthly basis or as needed c. Facilitate the Design Build Management Team process, including providing agendas, guidance, and recommendations on design review elements d. Continue to enhance public private partnership with Waterloo Development Corporation B. Additional Services may be provided at the request of the client through a "Work Order". These services may include extra travel and meeting expenses or white papers. C. VANDEWALLE & ASSOCIATES agrees to provide its professional Services in accordance with generally accepted standards of its profession. Page 434 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 8 Article II Client's Responsibilities A. Client agrees to provide VANDEWALLE & ASSOCIATES with all base maps, blueprints, aerial photos, studies, reports, and ordinances needed to complete these Services. VANDEWALLE & ASSOCIATES may reasonably rely on the accuracy and completeness of these items. Client agrees to provide these items and to render decisions in a timely manner so as not to delay the orderly and sequential progress of VANDEWALLE & ASSOCIATES Services. B. The administrative liaison between VANDEWALLE & ASSOCIATES and the Client will be Noel Anderson, Community Planning Director. C. Client agrees that the following individuals are approved to authorize Additional Services via a Work Order: Name Title Name Title D. Client understands that any work product delivered in electronic form under this Agreement may require Client to use certain third -party hardware and/or software products. Client shall be solely responsible for obtaining licenses to use such third -party software. VANDEWALLE & ASSOCIATES makes no warranties or representations as to the quality, capabilities, operations, performance or suitability of any third -party hardware or software including the ability to integrate with any software currently in use by the Client. Client acknowledges that the quality, capabilities, operations, performance, and suitability of any third -party hardware or software lies solely with Client and the vendor or supplier of that hardware or software. E. If Client makes any modifications to Deliverables, Client shall either 1) obtain the prior written consent of VANDEWALLE & ASSOCIATES; or 2) remove VANDEWALLE & ASSOCIATES name from the Deliverables. In the event that Client selects option #2, VANDEWALLE & ASSOCIATES shall not be liable or otherwise responsible for such modifications or their effect on the results of the implementation of the recommendations contained in such Deliverables. Page 435 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 9 Article III Estimated Schedule A. Services in this Agreement shall commence July 1, 2024 and be in effect a maximum of one year, unless the parties agree otherwise. B. VANDEWALLE & ASSOCIATES shall render its Services as expeditiously as is consistent with professional skill and care. During the course of the Project, anticipated and unanticipated events may impact the Project schedule and VANDEWALLE & ASSOCIATES shall not be responsible for any delays caused by factors beyond its reasonable control. Article IV Costs and Payment A. All work will be completed on a time and materials basis with the budget for the Project set at $72,000 (billing at an average $6,000 monthly). Client acknowledges that significant changes to the Project schedule, budget or Project's scope may require Additional Services for which the parties may (but are not required to) enter into a separate Work Order (see Article I.B.). B. VANDEWALLE & ASSOCIATES shall send Client an invoice for Professional Fees and Reimbursable Expenses once a month. Client shall pay VANDEWALLE & ASSOCIATES the amounts due under such invoice upon receipt of such invoice. A service charge of 1.5% per month may be charged on all amounts more than 30 days after date of invoice. Article V Termination A. Either Client or VANDEWALLE & ASSOCIATES may terminate this Agreement upon seven days written notice. B. If terminated, Client agrees to pay VANDEWALLE & ASSOCIATES the hourly rates for all Services rendered and Reimbursable Expenses incurred, up to the date of termination. C. Upon not less than seven days' written notice, VANDEWALLE & ASSOCIATES may suspend the performance of its Services if Client fails to pay VANDEWALLE & ASSOCIATES in full for Services rendered or Reimbursable Expenses incurred. VANDEWALLE & ASSOCIATES shall have no liability because of such suspension of service or termination due to nonpayment. Page 436 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 10 Article VI Dispute Resolution VANDEWALLE & ASSOCIATES and Client agree to mediate claims or disputes arising out of or relating to the Agreement. The mediation shall be conducted by a mediation service acceptable to the parties. A demand for mediation shall be made within a reasonable time after a claim or dispute arises. In no event shall any demand for mediation be made after such claim or dispute would be barred by the applicable law. Article VII Intellectual Property; Confidentiality A. Except as otherwise provided by law: upon payment in full by Client to VANDEWALLE & ASSOCIATES for Services rendered and Reimbursable Expenses incurred pursuant to this Agreement, VANDEWALLE & ASSOCIATES shall grant Client a non -transferable, non-exclusive, perpetual license to use any and all Work Product developed or produced by VANDEWALLE & ASSOCIATES pursuant to this Agreement. As used in this Agreement, 'Work Product" means all inventions, processes, data, documents, drawings, records, and works of authorship, whether or not copyrightable or patentable, that are originated or prepared by VANDEWALLE & ASSOCIATES in the course of rendering the Services under this Agreement. Until Client pays VANDEWALLE & ASSOCIATES in full for Services rendered and expenses incurred pursuant to this Agreement, Client may not use any Work Product to complete the Project with others unless VANDEWALLE & ASSOCIATES is in material breach of this Agreement. B. Except as otherwise provided by law: Client shall not communicate, publish, or otherwise disclose to a third party or authorize or induce anyone else to use, communicate, publish, or otherwise disclose, any nonpublic information pertaining to VANDEWALLE & ASSOCIATES, including, without limitation, any information relating to pricing, products, or ideas of VANDEWALLE & ASSOCIATES. Until VANDEWALLE & ASSOCIATES is paid in full by Client for Services rendered and expenses incurred pursuant to this Agreement, Client shall not communicate, publish, or otherwise disclose to any third party, any information pertaining to or summaries of the Work Product. Page 437 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 11 Article VIII Miscellaneous Provisions A. Iowa law governs this Agreement (without regard to its conflict of law principles or rules of construction concerning the draftsman hereof). B. This Agreement is the entire and integrated agreement between the Client and VANDEWALLE & ASSOCIATES, and supersedes all prior negotiations, statements or agreements, either written or oral, with regard to its subject matter. This Agreement may be amended only by written instrument signed by both Client and VANDEWALLE & ASSOCIATES. Neither party can assign this Agreement without the other party's prior written permission. C. Notwithstanding any other term in this Agreement, VANDEWALLE & ASSOCIATES shall not control or be responsible for another party's means, methods, techniques, schedules, sequences or procedures, or for construction safety or any other related programs. D. The parties acknowledge that society has become more and more litigious over the years. Despite having done everything right and fulfilling its obligations under this Agreement, VANDEWALLE & ASSOCIATES may be brought into a lawsuit or other action regarding the Project or other activities of the Client. To avoid VANDEWALLE & ASSOCIATES from incurring significant financial obligations when it has properly performed under this Agreement, Client agrees to indemnify, defend and hold VANDEWALLE & ASSOCIATES, its agents and employees harmless from and against any and all claims, liabilities, suits, demands, losses, costs and expenses (including reasonable attorneys' fees), arising out of the Project or the performance or non-performance of obligations under this Agreement, except to the extent the same are directly caused by VANDEWALLE & ASSOCIATES' negligence or willful misconduct related to this Agreement. E. In the event that any suit or action is instituted to enforce any provision in this Agreement, the prevailing party in such dispute shall be entitled to recover from the losing party all fees (including legal and accounting fees), costs and expenses of enforcing any right of such prevailing party under or with respect to this Agreement, including without limitation, all costs of appeals. For purposes of this provision, "prevailing party" shall include a party that dismisses an action in exchange for payment of the sum allegedly due, performance of covenants allegedly breached, or consideration substantially equal to the relief sought in the action or proceeding. Page 438 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 12 F. VANDEWALLE & ASSOCIATES reserves the right to include representations of the Project in its promotional and professional materials. G. In order for VANDEWALLE & ASSOCIATES' to provide cost effective services, the parties agree that VANDEWALLE & ASSOCIATES shall not be liable to client or any third party for any losses, lost profits, lost data, consequential, special, incidental, or punitive damages, delays, or interruptions arising out of or related to this Agreement, regardless of the basis of the claim. VANDEWALLE & ASSOCIATES' aggregate liability (including attorneys' fees) to Client shall not exceed the amount of fees actually paid to VANDEWALLE & ASSOCIATES by Client with regard to the Services or the Work Order for which liability has been asserted. IN WITNESS WHEREOF, the parties hereto entered into this Agreement as of the latest date noted, below. City of Waterloo By: Signature of Authorized Representative Date Printed Name Title VANDEWALLE & ASSOCIATES, INC. By: Nonna Anderson, Business Manager Date Page 439 of 459 VANDEWALLE & ASSOCIATES City of Waterloo / Implementation Services 2024-2025 June 3, 2024 13 ATTACHMENT ONE FEE SCHEDULE Hourly Rates Company President $240 to $275 Principal $210 to $250 Associate $120 to $160 Assistant $90 to $110 GIS Analyst/Cartographer $100 to $125 Communications Specialist $75 to $150 Project Assistant $40 to $65 Page 440 of 459 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 June 17, 2024 AGENDA ITEM TITLE Resolution approving the Development and Minimum Assessment Agreement with Nagle Sign Company, in conjunction with the construction of a new commercial building located at 1029 Thorndale Avenue, with a minimum assessed value of $345,000.00, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Nagle Sign Company is proposing to construct a 6,900 square feet at their current location at 1029 Thorndale Avenue. The new building will have a minimum assessed value of $345,000.00 and will qualify for CURA Tax Abatement. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Lot No.6 in Auditor Barnes' Plat No. 3 in Black Hawk Couty, Iowa. Page 441 of 459 ATTACHMENTS 1. Nagle Sign Co Development Agreement 2024 Page 442 of 459 Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50704 Phone (319) 234-5701 DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of i\c\3 , 2024 by and between Nagle Sign Company, an Iowa general partner hip (the "Company") and the City of Waterloo, Iowa (the "City"). RECITALS A. Company is the owner of real property identified as parcel no. 8913-28- 227-024, Waterloo, Iowa, legally described as set forth on Exhibit "A" attached hereto (the "Property"), and Company is willing and able to finance and undertake construction of new improvements on the Property. B. City considers economic 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 so as to encourage that goal, and the City further believes that the project is in the vital and best interests of the City and that the project and such incentives are in accordance with the public purposes and provisions of applicable State and local laws and require- ments under which the project 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. Improvements by Company. Company shall construct a new commercial building on the Property of no less than 6,900 square feet, as well as related landscaping, storm water detention, paving, signage and parking improvements (collectively, the "Improvements"), in accordance with the Plans as provided in Section 2. Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the urban renewal plan applicable to the Property, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. City may require that Company submit specific building designs and site plans for City review and approval. Company will use Page 443 of 459 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. The Property, the Improvements, and all site preparation and development -related work to make any of the Property usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project." 2. Construction Plans. Company agrees that it will cause the Improvements to be constructed on the Property in conformance with construction plans (the "Plans") that have been submitted to the City. Company agrees that the scope and scale of the Improvements to be constructed shall not be significantly less than the scope and scale of such improvements as detailed and outlined in the Plans. If any material modification in the scope, scale or nature of the Plans is proposed, Company shall submit modified Plans (the "Modified Plans") to the City for review. Modified Plans shall be subject to approval by the City as provided in this Section. City shall approve the modified Plans in writing if: (a) the Modified Plans conform to the terms and conditions of this Agreement; (b) the Modified Plans conform to the terms and conditions of the urban renewal plan; (c) the Modified Plans conform to all applicable federal, state and local laws, ordinances, rules and regulations and City permit and design review requirements; (d) the Modified Plans are adequate for purposes of this Agreement to provide for the construction of the Improvements, and (e) no Event of Default under the terms of this Agreement has occurred; provided, however, that any such approval of the Plans or Modified Plans pursuant to this Section shall constitute approval for the purposes of this Agreement only and shall not be deemed to constitute approval or waiver by the City with respect to any building, fire, zoning or other ordinances or regulations of the City, and shall not be deemed to be sufficient plans to serve as the basis for the issuance of a building permit if the Plans or Modified Plans are not as detailed or complete as the plans otherwise required for the issuance of a building permit. The Plans or Modified Plans must be rejected in writing by City within thirty (30) days of submission or shall be deemed to have been approved by the City. If City rejects the Plans or Modified Plans in whole or in part, Company shall submit new or corrected Plans or Modified Plans within thirty (30) days after receipt by Company of written notification of the rejection, accomplished by a written statement of the City specifying the respects in which Company's Plans or Modified Plans fail to conform to the requirements of this Section. The provisions of this Section relating to approval, rejection and resubmission of corrected Plans or Modified Plans shall continue to apply until they have been approved by the City; provided, however, that in any event Company shall submit Plans or Modified Plans which are approved by City prior to commencement of construction of additional or modified Improvements. Approval of the Plans or Modified Plans by the City shall not relieve Company of any obligation to comply with the terms and provisions of this Agreement, or the provision of applicable federal, state and local laws, ordinances and regulations, nor 2 Page 444 of 459 shall approval of the Plans or Modified Plans by City be deemed to constitute a waiver of any Event of Default. Approval of Plans or Modified Plans hereunder is solely for purposes of this Agreement and shall not constitute approval for any other City purpose nor subject the City to any liability for the Improvements as constructed. 3. Timeliness of Construction; Possibility of Termination. The parties agree that Company's commitment to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to offer the incentives provided for in this Agreement, and that without said commitment City would not do so. A. Deadlines to commence and complete. Company must begin construction of the Improvements within four (4) months after the date of this Agreement and Substantially Complete construction within fourteen (14) months after the date of this Agreement (the "Completion Deadline"). For purposes of this Agreement, "Substantially Complete" means the date on which the Improvements have been completed to the extent necessary for City to issue a certificate of occupancy relating thereto and City has also verified that any Project element for which no permit was necessary has been Substantially Completed. All deadlines are subject to Unavoidable Delays as defined in paragraph B below. B. Events triggering termination. If Company does not Substantially Complete construction of the Improvements on the schedule stated above, then City may terminate this Agreement as set forth in Section 12, and City shall then have no further obligation under this Agreement. In any circumstance where Company's progress on the Project fails to meet the schedule stated above, then City's Community Planning and Development Director may, but shall not be required to, consent to an extension of time of up to six (6) months for the construction of the Improvements, and if an extension is granted but construction of the Improvements has not begun within such extended period, then any further time extensions will require consent of the City Council. If development has commenced within the required period, as the same may be extended, and is subsequently stopped 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 Company (each an "Unavoidable Delay"), the requirement that construction be completed by the Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay. 4. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Property and for payment of any associated connection fees. 5. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other charges whatsoever levied upon or assessed or placed against the Property. Company further agrees that prior to the date set forth in Section 2 of the Minimum 3 Page 445 of 459 Assessment Agreement (the "MAA") attached hereto as Exhibit "B" it will not seek or cause a reduction in the taxable valuation for the Property as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the amount of $345,000.00 (the "Minimum Actual Value"), through: (a) willful destruction of the Property, the Improvements, or any part of either; (b) a request to the assessor of Black Hawk County; or (c) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company agrees to execute and deliver the MAA concurrently with its execution and delivery of this Agreement. 6. Tax Abatement. Because the Property is located in a designated Consolidated Urban Revitalization Area (CURA), the Property is eligible for tax exemption consistent with and to the extent provided for in Iowa law, provided that Company meets all requirements to qualify for such exemption. Abatement is available for a 10-year period, but Company may choose any available abatement schedule. 7. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows with respect to the Improvements: A. Company agrees during construction of the Improvements and thereafter until the MAA termination date to maintain, as applicable, builder's risk, property damage, and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until the Improvements are Substantially Completed, Company 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 Company with respect to construction of the Improvements. C. During construction of the Improvements and thereafter until the MAA termination date, Company 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. D. Company 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 4 Page 446 of 459 with the same or the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Company. E. Until the MAA termination date, Company will maintain, preserve and keep the Property, including but not limited to the Improvements, in good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. F. The Property will have a taxable value as set forth in the MAA and any amendments thereto, and Company agrees that the minimum actual value of the Property and completed Improvements as stated in the MAA and any amendments thereto will be a reasonable estimate of the actual value of the Property and Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Improvements that, when combined with the value of the Property and related site improvements, will equal or exceed the assessor's minimum actual value for the Property and Improvements as set forth in the MAA and any amendments thereto. G. Until the MAA termination date Company agrees that (1) it will not undertake, in any other municipality in Black Hawk County, the construction or rehabilitation of any commercial property as a primary location for Company's business operations of the type to be conducted on the Property, and (2) it will make no conveyance, lease or other transfer of the Property or any interest therein that would cause the Property or any part thereof to be classified as exempt from taxation or subject to centralized assessment or taxation by the State of Iowa. H. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Property conveyed to it. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Property. 8. 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. 5 Page 447 of 459 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. 9. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. B. This Agreement has been duly and validly executed and delivered by Company and, 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 Company 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. C. 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 instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. D. There are no actions, suits or proceedings pending or threatened against or affecting Company 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 Company or which in any manner raises any questions affecting the validity of the Agreement or Company's ability to perform its obligations under this Agreement. E. The financing commitments, which Company will proceed with due diligence to obtain, to finance the construction of the Improvements will be sufficient to enable Company to successfully complete construction of the Improvements as contemplated in this Agreement, subject to additional costs incurred due to Unavoidable Delays. 10. Indemnification. Company 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 loss or damage to property or any injury to or death of any person occurring at or about the Property. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its members, managers, employees, contractors or agents, or 6 Page 448 of 459 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. The provisions of this Section shall survive the expiration or termination of this Agreement. 11. 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: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Property; 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. Company (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 Company 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 Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to any of Property. E. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company 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. 12. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days' written notice to 7 Page 449 of 459 Company 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 Company 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 Company, if any, before the date of termination as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of City occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company 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 Company 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 Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company 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. Company 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. Company 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. 8 Page 450 of 459 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: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at 1020 Wilbur Avenue, Iowa 50701, or P.O. Box 2098, Waterloo, Iowa 50704, Attention: President. 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 Company 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 9 Page 451 of 459 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. 21. Interpretation. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that the parties hereto and their respective attorneys have contributed substantially and materially to the preparation of each and every provision of this Agreement. 22. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. City acknowledges that Company may convert from a general partnership to a limited liability company. The conversion from a general partnership to a limited liability company will not require deeds transferring the Property from the partnership to the limited liability company. Company will file an affidavit with the Black Hawk County Recorder explaining the conversion of the entity from a general partnership to a limited liability company and the filing of the affidavit will avoid the need to file a deed transferring the Property to the limited liability company. City consents to Company's conversion from a general partnership to a limited liability company and agrees that the conversion can occur without any further approval from the City. This Agreement shall inure to the benefit of and be binding on the limited liability company. 22. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 24. Entire Agreement. This Agreement, together with the exhibits attached hereto, 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. 25. 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. [signatures on next page] 10 Page 452 of 459 CITY OF WATERLOO, IOWA NAGLE SIGN COMPANY By: By: Quentin M. Hart, Mayor Attest: Kelley Felchle, City Clerk 11 Page 453 of 459 EXHIBIT "A" Legal Description of Property Lot No. 6 in Auditor Barnes' Plat No. 3 in Black Hawk County, Iowa. Page 454 of 459 EXHIBIT "B" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of imf'a: '3 , 2024, by and among the CITY OF WATERLOO, IOWA ("City"), NAGLISIGN COMPANY, an Iowa general partnership ("Company"), and the COUNTY ASSESSOR of the City of Waterloo, Iowa ("Assessor"). WITNESSETH: WHEREAS, on or before the date hereof the City and Company have entered into a development agreement (the "Development Agreement") regarding certain real property (the "Property"), described in Exhibit "A" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake the development of a property within a designated urban revitalization area of the City, including the construction of certain improvements as described in the Development Agreement (the "Minimum Improvements") on the Property (the "Project"); and WHEREAS, pursuant to Iowa Code § 404.3C, the City and the Company desire to establish a minimum actual value for the Property and the Minimum Improvements to be constructed thereon by Company pursuant to the Development Agreement, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the Minimum Improvements which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Minimum Improvements by Company, the minimum actual taxable value which shall be fixed for assessment purposes for the Property and Minimum Improvements to be constructed thereon by Company as a part of the Project shall not be less than $345,000.00 (the "Minimum Actual Value") until termination of this Agreement. The parties hereto agree that construction of the Minimum Improvements will be substantially completed by the date set forth in the Development Agreement, and in any case if the Minimum Improvements are not substantially completed by December 31, 2025 the parties agree to execute an amendment to this Agreement that will extend the date specified in Section 2 below. Page 455 of 459 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, 2035. The Minimum Actual Value shall be maintained during such period regardless of: (a) any failure to complete the Minimum Improvements; (b) destruction of all or any portion of the Minimum Improvements; (c) diminution in value of the Property or the Minimum Improvements; or (d) any other circumstance, whether known or unknown and whether now existing or hereafter occurring. 3. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to all and any parts of the Property and the Minimum Improvements pursuant to the provisions of this Agreement and the Development Agreement. Such tax payments shall be made without regard to any loss, complete or partial, to the Property or the Minimum Improvements, any interruption in, or discontinuance of, the use, occupancy, ownership or operation of the Property or the Minimum Improvements by Company or any other matter or thing which for any reason interferes with, prevents or renders burdensome the use or occupancy of the Property or the Minimum Improvements. 4. Company agrees that its obligation to make the tax payments required hereby, to pay the other sums provided for herein, and to perform and observe its other agreements contained in this Agreement shall be absolute and unconditional obligations of Company (not limited to the statutory remedies for unpaid taxes) and that Company shall not be entitled to any abatement or diminution thereof, or set off therefrom, nor to any early termination of this Agreement for any reason whatsoever. 5. Nothing herein shall be deemed to waive the Company's rights under Iowa Code § 404.3C to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Company seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. Nothing herein shall limit the discretion of the Assessor to assign at any time an actual value to the land and Minimum Improvements in excess of the Minimum Actual Value. 6. Company agrees that during the term of this Agreement it will not: (a) seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute relating to the taxation of property contained as a part of the Property or the Minimum Improvements determined by any tax official to be applicable to the Property or the Minimum Improvements, or raise the inapplicability or constitutionality of any such tax statute as a defense in any proceedings, including delinquent tax proceedings; or (b) seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property, including improvements and fixtures thereon, contained in the Property or the Minimum Improvements; or 2 Page 456 of 459 (c) request the Assessor to reduce the Minimum Actual Value; or (d) appeal to the board of review of the city, county, state or to the Director of Revenue of the State of Iowa to reduce the Minimum Actual Value; or (e) cause a reduction in the actual value or the Minimum Actual Value through any other proceedings. 7. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording. 8. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 9. 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. 10. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. IN WITNESS WHEREOF, the parties have executed this Minimum Assessment Agreement by their duly authorized representatives as of the date first set forth above. [signatures on next page] 3 Page 457 of 459 CITY OF WATERLOO, IOWA By: By: Quentin Hart, Mayor Kelley Felchle, City Clerk STATE OF IOWA COUNTY OF BLACK HAWK On this day of , 2024, before me, a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Felchle, to me personally known, who being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. NAGLE SIGN COMPANY STATE OF IOWA COUNTY OF BLACK HAWK ) ss. ) ss. ) Notary Public Subscribed and sworn to before me on �_i 4 � �`� 2024 by 1 of Nagle Sign Company. JENNIFER ANNE TAYLOR COMMISSION NO. 814485 MYi COMMIS ION EXPIRES ' t Notary, Public 4 Page 458 of 459 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the Minimum Improvements to be constructed and the market value assigned to the land upon which the Minimum Improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property described in the foregoing Minimum Assessment Agreement upon completion of the improvements to be made on it, certifies that the actual value assigned to the land and improvements upon completion shall not be less than Three Hundred Forty -Five Thousand and 00/100 Dollars ($345,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof, subject to adjustment as provided in said agreement. STATE OF IOWA COUNTY OF BLACK HAWK ) ss. Assessor for Black Hawk County, Iowa Date Subscribed and sworn to before me on , 2024 by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. Notary Public Page 459 of 459