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HomeMy WebLinkAbout07.01.2024 Council Regular Session Agenda Packet (1)CITY OF &J�64TERLOO IOWA THE CITY COUNCIL OF WATERLOO, IOWA REGULAR SESSION TO BE HELD AT Harold E. Getty Council Chambers Monday, July 1, 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 367 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, Rob Nichols At -Large Council Member. Approval of Agenda as proposed or amended. Approval of Minutes of June 17, 2024, Regular Council Session as proposed or Page 2 of 367 amended. Resolution approving appointment of Robert Duncan to the position of Police Chief, along with an Employment Agreement for the same, and authorizing the Mayor and City Clerk to execute said document. 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 Matthew O'Connor, for tax exemptions on the construction of a new single family home valued at $296,354.00, for property located at 117 Coral Drive and located in the Consolidated Urban Revitalization Area (CURA). 3. Resolution approving the request by Babic Properties, for tax exemptions on the construction of a twin home valued at $330,000.00, for property located at 3752-3754 Ravenwood Circle and located in the City Limits Urban Revitalization Area (CLURA). 4. Resolution approving the request of David Moon for a waiver for a concrete driveway, located at 1326 Longfellow Avenue, with the elimination of the sidewalk section due to inability to meet grade requirements. 5. Resolution setting the date of the public hearing as July 15, 2024, to approve a request by Lola Burt for the vacate, sale and conveyance of approximately 6,682 square feet of city - owned right-of-way located east of 522 Albany Street, and instruct the City Clerk to publish notice. 6. Resolution setting date of public hearing as July 15, 2024, on the proposed funding recommendation set forth by the Community Development Board for the FFY 24-28 Waterloo/Cedar Falls HOME Consortium Five Year Consolidated Plan/Annual Action Plan, and instruct the City Clerk to publish notice. 7. Resolution setting date of public hearing as July 15, 2024, in conjunction with the FY 2024 La Porte Road Improvements, Contract No. 1016, IDOT Agreement No. HDP-8155(787)-- 71-07, and instruct the City Clerk to publish notice. 8. Resolution setting date of public hearing as July 15, 2024, for the sale and conveyance of Page 3 of 367 city -owned property located east of 427 Rath Street, in the amount of $10.00, to Ronald Lee Kisner, Jr., including a Development Agreement and Real Estate Contract, and instruct the City Clerk to publish notice. 9. Resolution approving cancellation of assessment for properties listed on Exhibit A, and authorizing the City Clerk to notify Black Hawk County Treasurer of said cancellation. 10. Resolution approving the Experience Waterloo Board recommendation for funding a hotel - motel mini -grant application for the 100th Iowa Women's Amateur Championship, in the amount of $2,000.00. 11. Resolution approving Acknowledgment/Settlement Agreement -Affirmative Defense for Tobacco Violation - First Offense with Hometown Food, 1010 E. Mitchell Avenue, Waterloo, Iowa 50702, and acceptance of Affirmative Defense Certificate, with no civil penalty required, and authorizing the Mayor and City Clerk to execute said document. 12. Resolution authorizing an exception to the City of Waterloo Purchasing Policy for the purchase of two New Way Sidewinder Automated Side Loaders, in the amount of $758,000.00, from Elliott Equipment, for the Sanitation Department. 13. Resolution authorizing an exception to the City of Waterloo Purchasing Policy for the purchase of a Chevy Colorado and a Chevy Equinox, in the amount of $62,686.19, from Karl Chevrolet, for the Motor Pool and Building Inspections. 14. Motion approving a letter of support for Main Street Waterloo's application for the Great American Main Street Award. 15. Motion to approve the appointment of Darrell Taylor to the position of Curator/Assistant Director in the Culture & Arts Department, effective July 2, 2024. 16. Communication from the Fire Department on the notice of the conclusion of employment of Jeffrey Palmer, Fire Engineer, effective June 20, 2024, with recommendation of approval of payout of $11,366.23 for unused benefits. 17. Communication from the Police Department on the notice of the conclusion of employment of Joseph Leibold, Police Chief, effective 6/21/2024 with recommendation of approval of payout of $38,007.76 for unused benefits. 18. Katy Susong, Board/Commission: Airport Board, Expiration Date:6/30/2028 [First Full]. 19. Arlene Humble, Board/Commission: Airport Board, Expiration Date:6/30/2027 [Amended]. 20. Motion to receive and file Leisure Services Commission Board minutes of May 14, 2024. 21. Board of Adjustment meeting minutes of April 23, 2024. 22. Historic Preservation Commission minutes of April 16, 2024 and May 21, 2024. 23. Planning, Programming, and Zoning Commission minutes of April 9, 2024. 24. Liquor Licenses Page 4 of 367 a. Plezi Bar and Entertainment, 504 Sycamore St., Class C Alcohol w/Catering and Sunday Sales (New) Exp: 6/30/2025. b. Applebee's Neighborhood Grill & Bar, 2780 Crossroads Blvd., Class C Alcohol w/Sunday Sales (Renewal) Exp: 6/23/2025. c. Kwik Star #723, 707 Broadway St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/21/2025. d. Kwik Star #732, 324 Fletcher Ave., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/31/2025. PUBLIC HEARINGS 1. 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 and commercial space for a daycare and community center located at 1721-1729 Mulberry Street. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by 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 and commercial space for a daycare and community center located at 1721-1729 Mulberry Street. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 2. 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. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by 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. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Noel Anderson, Community Planning and Development Director Page 5 of 367 3. 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. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an ordinance amendment to Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by 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. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 4. 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. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by 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. Motion to suspend the rules. Motion to receive, consider, file, and pass for the second and third times and adopt said ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 5. Asbestos Abatement Services Contract No. AB-2024-06-01 P, for property located at 123 E. Parker Street, former Saint Mary's Villa (rebid). 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 All Star Environmental, LLC of Dubuque, Iowa, in the amount of $135,679.00, in conjunction with Asbestos Abatement Services, Contract No. AB-2024-06-01 P, for property located at 123 E. Parker Street, the former Saint Mary's Villa (rebid), and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director Page 6 of 367 RESOLUTIONS 1. Resolution approving an amendment to the Professional Services Agreement with Invision Architecture of Waterloo, Iowa, in conjunction with the Public Market Renovations Project, originally executed April 1, 2024, and authorizing the Mayor to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 2. Resolution approving a Development and Minimum Assessment Agreement with FDP OC, LLC, for the rehabilitation of 503 Commercial Street into a multi -story, mixed -use building of approximately seventy-eight apartment units on the upper levels and a retail storefront on the ground floor, including the Infill Housing Incentive of $5,000.00 per residential unit, property tax rebates with a schedule of eighty-five percent for twenty years, payment of up to fifty percent for removal of exterior paneling shall not exceed $50,000.00 and a Minimum Assessment Agreement of $7,500,000.00, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Noel Anderson, Community Planning and Development Director 3. Resolution approving an Acquisition Contract to acquire 2,063 square feet of right-of-way, in the amount of $13,000.00 and up to $1,200.00 in closing costs, with Doris R. Foster, located at 500 Lakeside Street, in conjunction with the East 4th Street Reconstruction Project, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Noel Anderson, Community Planning and Development Director 4. Resolution to rename Penneys Street to Gina Boulevard, located between East San Marnan Drive and Crossroads Boulevard. Submitted by: Noel Anderson, Community Planning and Development Director 5. Resolution approving a Professional Services Agreement with HR Green, in an amount not to exceed $5,100.00, to complete a phase I Environmental Site Assessment for a city - owned lot on the Techworks Campus, and authorizing the Mayor to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 6. Resolution approving a Professional Services Agreement with AECOM, Waterloo, Iowa, in the amount of $379,500.00, in conjunction with the South Waterloo Business Park final design, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Jamie Knutson, City Engineer 7. Resolution approving a Settlement Agreement with Kevin Kalsem, Trustee on behalf of the Roger T. Kalsem Trust, in the amount of $12,119.00, in conjunction with the FY 2023 Hammond Avenue Bridge Replacement, Contract No. 922, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Jamie Knutson, City Engineer 8. Resolution approving Addendum to Agreement No.1038172 with UniFirst, of Chicago, Illinois, originally executed September 6, 2022, and set to expire on November 20, 2027, to add required PPE shirt item No. 03HKHT FR Cat 2 ATPV 8.3, ANSI Class 3 at $3.25 each Page 7 of 367 per week per wearer, in conjunction with the UniFirst Uniform Agreement, Contract No. 2491, and authorizing the Mayor to execute said document. Submitted by: Sheila Steffen, Public Works Coordinator 9. Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of $17,500.00, in conjunction with the FY 2024 IDOT Vertical Infrastructure Grant, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Steven Kjergaard, Director of Aviation 10. Resolution to approve the 28E agreements with Elk Run Heights and Cedar Township to provide Fire and EMS protection and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Bill Beck, Fire Chief ORDINANCES 1. An ordinance amending Title 8, Public Utilities, Chapter 3, Sewer Regulations, Article A, User Charges and Fees of Section 2, Determination of Rates and Charges, to Increase Sewer Rates. Motion to receive, file and consider and pass for the first time an ordinance amending Title 8, Public Utilities, Chapter 3, Sewer Regulations, Article A, User Charges and Fees of Section 2, Determination of Rates and Charges. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted by: Bridgett Wood, Finance Director OTHER COUNCIL BUSINESS 1. Hearing and Order assessing the civil penalty to King Star, 2035 E. Mitchell Avenue, Waterloo, Iowa 50702, for sale of tobacco to minor violation -first offense. Motion to open the hearing. Motion to close the hearing. Motion to approve an order assessing the civil penalty to King Star, 2035 E. Mitchell Avenue, Waterloo 50702, for the sale of tobacco to minor violation -first offense. Submitted by: Martin Petersen, City Attorney ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk Page 8 of 367 June 17, 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 17, 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, Mayor Quentin Hart. Approval of Agenda as proposed or amended. Feuss/Chiles that the agenda, as amended, by removing Consent Agenda Item No. 8 for further discussion, a resolution authorizing fund transfers, and the removal of Item No. 12, the appointment of Jesse Gaherty, be approved. Voice vote -Ayes: Seven. Motion carried. Approval of Minutes of June 3, 2024, Regular Council Session, as proposed or amended. Feuss/Chiles that the minutes of June 3, 2024, Regular Council Session, as proposed, be approved. Voice vote -Ayes: Seven. Motion carried. PUBLIC COMMENTS The following individuals commented on various subjects. Rev. Father Nils, Queen of Peace Parrish Aaron Stacey Roberts, 411 Almond Street Sam Neill, 514 Kingbard Blvd. David Dryer, 3145 W. 4th Street Mr. Chiles shared a comment from a citizen regarding a flag at the corner at Mulberry and 5th Street. He further shared that his ward meeting will be held on the final Saturday in June at Sidecar Coffee on Ridgway. Mr. Feuss thanked Experience Waterloo, the volunteers, and many others involved in putting on My Waterloo Days. He addressed the reports of some trouble during the event and thanked the officers for handling the situation. Ms. Wilder commented that My Waterloo Days was incredible. She gave credit to the volunteers for the excellent clean-up work they put on and made the event run smoothly. Page 1 of 9 Page 9 of 367 Ms. Creighton -Smith concurred with the previous comments. Mr. Simon shared that My Waterloo Days was a success but encouraged everyone to make improvements to the event to make it a continued success. Mayor Hart commented that Experience Waterloo and the Police Department are in conversations on how to better plan crowd control for the event in the future. Mayor Hart acknowledged Police Chief Leibold for his 34 years of service. Feuss/Wilder to close public comments. Voice vote -Ayes: Seven. Motion carried. CONSENT AGENDA Feuss/Nichols that the following items on the consent agenda, including payment of bills for June 10, 2024, in the amount of $3,136,421.24, and June 17, 2024, in the amount of $7,670,915.52, be approved. Voice 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. Resolution adopted and upon approval by Mayor assigned No. 2024-358. 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). Resolution adopted and upon approval by Mayor assigned No. 2024-359. Resolution approving the request by Leonard F. Zeien1for 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). Resolution adopted and upon approval by Mayor assigned No. 2024-360. 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. Resolution adopted and upon approval by Mayor assigned No. 2024-361. 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. Resolution adopted and upon approval by Mayor assigned No. 2024-362. 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 Page 2 of 9 Page 10 of 367 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. Resolution adopted and upon approval by Mayor assigned No. 2024-363. 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. Resolution adopted and upon approval by Mayor assigned No. 2024-364. Resolution authorizing fund transfers, as listed in Exhibit "A" as required by law. Feuss/Chiles Bridgett Wood, Finance Director, explained that Iowa Code 384.13 allows for cities to transfer money between funds in order to carry out lawful and public purposes and thus align budgets to actual expenses. Mayor Hart explained that there is a complete list available for public viewing. Mr. Boesen commented that he received emails from the public regarding the agenda item. Bridgett Wood explained that departments keep very accurate records on their time sheets for the various projects they are working on. Resolution adopted and upon approval by Mayor assigned No. 2024-365. 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. 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. 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. 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. Page 3 of 9 Page 11 of 367 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. 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. 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. 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. q. 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. Page 4 of 9 Page 12 of 367 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. Bonds. PUBLIC HEARINGS FY 2024 Hawthorne Avenue Storm Sewer Lift Station Relief Well Project, Contract No. 1066. Feuss/Chiles to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Seven. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Feuss/Chiles to close the hearing. Voice vote -Ayes: Seven. Motion carried. Feuss/Chiles Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-366. No bids were received for this project. FY 2023 Hammond Avenue Bridge Replacement, Iowa DOT project number BROS-8155(759)-- 8J-07, Contract No. 922. 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/Wilder to close the hearing. Voice vote -Ayes: Seven. Motion carried. Nichols/Wilder Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-367. Page 5 of 9 Page 13 of 367 Asbestos Abatement Services, Contract No. AB-2024-05-08P. 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 and there were none. Chiles/Wilder to close hearing. Voice vote -Ayes: Seven. Motion carried. Chiles/Wilder Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-368. Noel Anderson, Community Planning and Development Director, provided an overview of the item. Chiles/Wilder to receive, file, and instruct the City Clerk to read bids. Voice vote -Ayes: Seven. Motion carried. Estimate: $100,000.00 All Star Environmental, Dubuque, IA - 5% - $97,360.00 REW Services Corporation, Des Moines, IA - 5% - $101,060.00 Abatement Specialists, LLC, Cedar Rapids, IA - 5% - $130,590.00 Site Services, Inc., Algona, IA - 5% - $214,683.00 Advanced Environmental, Waterloo, IA - 5% - $79,500.00 Chiles/Wilder 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-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. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-369. RESOLUTIONS 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. Boesen/Feuss Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor Page 6 of 9 Page 14 of 367 assigned No. 2024-370. 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. Boesen/Feuss Forest Dillavou, 1725 Huntington Road, questioned how much the increases and wage salary grades be adding to the budget. Missy Gearhart, Assistant Finance Director, explained that the compensation study has already been paid for. Bridgett Wood, Finance Director, shared that the total for those raises is $514,724 and that $397,262 is general fund salaries. All were included in the budget for FY25. Mr. Boesen thanked the mayor, council and city staff for supporting this study. It showed that a lot of non -bargaining employees were grossly underpaid, and we cannot continue to lose experienced people to other communities that pay more. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-371. Resolution approving the FY 2025 Ambulance Fee Schedule. Boesen/Feuss Mr. Boesen questioned if treatment with no transport is billable for insurance or the responsibility of the patient. Bill Beck, Fire Chief, provided examples of how different cases could be handled. Mr. Boesen questioned how many public assists we give before assessing the fees. Bill Beck shared that only when reoccurring non -emergent calls become excessive would fees be imposed. Mr. Boesen discussed the fee schedule with Chief Beck. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-372. 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. Chiles/Feuss Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-373. Page 7 of 9 Page 15 of 367 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. Chiles/Feuss Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-374. Resolution approving a Senior Community Service Employment Program Agreement with the AARP Foundation, and authorizing the Mayor to execute said document. Chiles/Feuss Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-375. 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. Feuss/Chiles Mr. Boesen questioned if WDC is contributing to the cost of the contract. Noel Anderson, Community Planning and Development Director, shared that WDC is also under a contract with Vandewalle and we will likely split the bill. Mr. Simon questioned if 217 W. 5th Street is owned by the city and if it is in the works of being rehabilitated. Noel Anderson confirmed it is city owned and explained they are actively searching for a developer. Mr. Simon commented that it is currently a hazardous area and he is looking forward to it being rehabilitated. Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-376. 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. Feuss/Chiles Roll Call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2024-377. CLOSED SESSION Page 8 of 9 Page 16 of 367 Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). Feuss/Wilder to adjourn to an executive session at 6:22 p.m. to discuss the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). Martin Petersen, City Attorney, stated that a closed session is in order pursuant to the code section cited for all three sessions. Roll CaII vote -Ayes: Seven. Motion carried. Feuss/Wilder to adjourn from an executive session at 6:41 p.m. Voice vote -Ayes: Seven. Motion carried. Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(i). Feuss/Wilder to adjourn to an executive session at 6:41 p.m. to discuss the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). Roll Call vote -Ayes: Seven. Motion carried. Feuss/Chiles to adjourn from an executive session at 6:59 p.m. Voice vote -Ayes: Seven. Motion carried. Closed Session on the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). Feuss/Chiles to adjourn to an executive session at 7:00 p.m. to discuss the purchase of real estate pursuant to Iowa Code Section 21.5(1)(j). Roll Call vote -Ayes: Seven. Motion carried. Boesen/Nichols to adjourn from an executive session at 7:06 p.m. Voice vote -Ayes: Seven. Motion carried. ADJOURNMENT Boesen/Nichols that the council adjourn at 7:06 p.m. Voice vote -Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 9 of 9 Page 17 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Police Department July 1, 2024 AGENDA ITEM TITLE Resolution approving appointment of Robert Duncan to the position of Police Chief, along with an Employment Agreement for the same, 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. Rob Duncan Chief of Police contract Page 18 of 367 CITY OF WATERL000 EMPLOYMENT AGREEMENT This EMPLOYMENT AGREEMENT made and entered into this 151 day of July, 2024 by and between the CITY OF WATERLOO, Iowa (thereinafter called "Employer"), and Robert Duncan (hereinafter called "Employee"), both who understand as follows: WHEREAS, Employer desires and needs the services of Employee to serve in the capacity of Chief of Police; and WHEREAS, Employer desires to retain the services of Employee as Chief of Police; and WHEREAS, it is the desire of the City Council of the City of Waterloo, Iowa (hereinafter called "Council"), to provide certain benefits, establish certain conditions of employment, and set working conditions of said Employee; and WHEREAS, it is the desire of Employer (1) to retain the services of Employee and to provide inducement for him to continue to remain in such employment; (2) to establish the job duties and responsibilities of said Employee; and (3) to provide means for terminating Employee's services when Employer may desire to terminate his employ; and WHEREAS, Employee desires to be employed as Chief of Police. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: A. Term of Agreement 1. EmpIoyee understands that he serves as Chief of Police at the pleasure of the Mayor. Nothing in this Agreement shall prevent, limit or otherwise interfere with the right of the Mayor to determine that the Employee shall no longer serve as Chief of Police, subject only to the provisions set forth in this Agreement. 2, The term of this Agreement shall be for an initial period of one (1) year, from July 1st, 2024 to July 1", 2025. 3. This Agreement shall automatically renew on its anniversary date after the one (1) year term has been reached and will be set on a year-to-year basis from that point forward. A sixty (60) day notice before the expiration date of the Agreement shall be given to terminate the Agreement. 4. In the event the Agreement is not renewed, all compensation, benefits, and requirements of the Agreement shall remain in effect until the expiration of the term of the Agreement unless Employee voluntarily resigns or is terminated for cause. EMPLOYMENT AGREEMENT: Chief of Police 117 Page 19 of 367 CITY OF WATERL000 5. Nothing shall prevent, limit or otherwise interfere with the right of the Employee to resign at any time from his position with the Employer, subject only to the provisions set forth in this Agreement. B. Compensation 1. Base Salaty: Employer agrees to pay Employee an annual base salary of $162,010, payable in installments at the same time that the other management employees of the Employer are paid. The amount of said base salary shall be set by City Council resolution, which resolution, when adopted, shall become part of this section of the Agreement. Employer also agrees to pay the Employee an annual base salary that is at least 1.15 times greater than the highest Captains salary for the term of this agreement and future renewed agreements. 2. This agreement shall be automatically amended to reflect any increases in salary adjustments provided or required by the Employer's compensation policies. 3. The Employer agrees to increase the compensation by value set forth with other non -bargaining employees. 4. Employer shall not, at any time during this Agreement, reduce the salary or other benefits of Employee, except to the degree that such reduction occurs across-the-board for all Employees of Employer. C. Resignation 1. In the event Employee voluntarily resigns his position with Employer during his employment, Employee shall give Employer sixty (60) days' written notice in advance unless the parties otherwise agree. 2. In the event Employee voluntarily resigns his position with Employer during employment and provides written notice, Employee shall receive payment for unused vacation, sick and casual time and other benefits usually paid other Employees at separation pursuant to Employer's policies and procedures, unless otherwise specified in this Agreement. 3. If Employee does not provide proper written notice and voluntarily resigns from this position with Employer during employment, Employee shall not be entitled to receive any severance benefits, except he shall receive payment of unused vacation, sick and casual time. EMPLOYMENT AGREEMENT: Chief of Police 217 Page 20 of 367 CITY OF WATERL000 D. Termination 1. Employer may terminate this agreement at any time for cause. If Employee is terminated for cause, he shall receive no severance pay, except he shall receive payment for unused vacation, sick and casual time and other benefits usually paid other Employees at termination pursuant to the Employer's policies and procedures. a. For purposes of this Agreement, the Term "for cause" shall mean serious misconduct, including but not limited to conduct, whether personal or professional, that may bring public embarrassment or disgrace to the Employer, conviction of a major violation of law or regulations; documented unsatisfactory performance consistent with regulations set forth in the employee handbook. E. Severance 1. In the event Employer wishes to terminate employment without cause, it may do so by giving the Employee thirty (30) days' notice in writing. In such event, the Employee, if requested by the Employer, shall continue to render his services and shall be paid his regular compensation to the date of termination per the written notice. 2. Upon termination without cause the Employee shall be entitled to ninety (90) days of severance pay from the termination date and payment of unused vacation, sick and casual time and other benefits usually paid other Employees at termination pursuant to Employer's policies and procedures. a. All health insurance benefits the Employee is participating in at the time of separation shall also continue for ninety (90) days. 3. With respect to any severance payments made to the Employee as outlined in paragraph E 1 above, the Employer agrees to pay the Employee every two weeks equal to (90) days' aggregate salary minus any and all applicable taxes, plus continue paid health insurance payments for the same duration. F. Health & Dental, Disability, Pension and Life Insurance Benefits 1. Employer will provide for leaves of absence and other benefits, including health and dental insurance, life insurance, pension plan, and disability coverage, that are consistent with the Employer's policies and procedures for Executive Directors and Sworn Police Officers. G. Work Hours 1. This Agreement signifies that it is recognized that the Employee must devote a great deal of his time outside of normal office hours on business on behalf of the Employer. The Agreement EMPLOYMENT AGREEMENT: Chief of Police 317 Page 21 of 367 CITY OF WATERL000 authorizes the Employee to establish an appropriate work schedule. H. Sick, Casual, Vacation, and Holidays 1. Sick Time: Sick time will be accrued during the Fiscal Year (7/1 to 6/30). Employee will earn eight (8) hours per month sick leave for a total of ninety-six (96) hours per year. 2. Casual Time: Employee will receive thirty two (32) hours of casual time on July 1, 2024. Each year thereafter on July ls` employee will receive thirty two (32) hours of casual time to begin the next fiscal year, 3. Vacation Time: The Employee will receive two hundred forty (240) hours of vacation time on January 1, 2025. On January 1 of each year, Employee will receive two hundred forty (240) hours of vacation. Any unused hours from the previous year up to ninety six (96) hours will be carried over to begin the next year. 4. Holidays: Employee is considered to be on -call twenty-four (24) hours a day; however, unless his services are needed, the Employee shall not be required to work on those days which have been designated as holidays by the Waterloo City Council. I. Retirement I. The MFPRSI pension plan will be available for the Employee to participate. The Employer will contribute the state mandated employer match into the plan. J. General Business Expenses 1. Professional Dues and Subscriptions: Employer agrees to budget for and to pay for professional dues and subscriptions of the Employee necessary for continuation and full participation in national, regional, state, and local associations, and organization necessary and desirable for the Employee's continued professional participation, growth, and advancement, and for the good of the Employer. a. The Employer also acknowledges the value of having Employee participate and be directly involved in local civic clubs or organizations. Accordingly, Employer shall pay for the reasonable membership fees and/or dues to enable the Employee to become an active member in said clubs or organizations. 2. Travel Expense: Employer agrees to pay for eligible and properly approved travel expenses of Employee according to the City of Waterloo Travel Policy. Receipts for all expenses, approved travel request forms, meeting agendas and employee expense reports and any other documents required by policy shall be attached to payment vouchers submitted to the Finance Department, following the City's bill payment policy. Such documents shall be submitted as soon as possible after expenses are incurred. EMPLOYMENT AGREEMENT: Chief of Police 417 Page 22 of 367 CITY OF WATERL000 a. The City agrees to reimburse the Employee for approved expenses as soon as possible after proper documentation is provided. Reimbursement will be made in accordance with the City's bill payment schedule. 3. Employer shall furnish the Employee all equipment, material, manpower and transportation necessary to the efficient performance of the official duties as Chief of Police as determined by the City Council. a. Automobile Access and Permitted Use: As Chief of Police, Employee will have 24/7 usage of an assigned City vehicle. In order to operate that vehicle, Employee must have a valid driver's license and maintain a good driving record based on City driving standards. K. Miscellaneous 1. Employee shall perform those duties as outlined in the job description and ordinances of the City of Waterloo, which establishes the Chief of Police position. 2. Employee shall devote his full time and talents to the best of his ability to the best interest of the City of Waterloo, in the discharge of his duties. 3. The employment provided for by this Agreement shall be the Employee's sole employment. Recognizing that certain outside consulting or teaching opportunities provide indirect benefits to the Employer and the community, the Employee may elect to accept limited teaching, consulting, or other business opportunities with the understanding that such arrangements shall not constitute interference with nor a conflict of interest with his or her responsibilities under this Agreement. 4. Employer agrees that it shall defend, hold harmless, and indemnify the Employee against any tort, professional liability from all demands, claims, suits, actions, errors, whether groundless or otherwise, arising out of an alleged act or omission occurring in the performance of Employee's duties in legal proceedings brought against him in his individual capacity or in his official capacity, provided the incident arose while he was acting within the scope of his employment. 5. If in the good faith opinion of the Employer and Employee, conflict exists as regards to the defense of any such claim between the legal position of the Employer and the Employee, the Employee may engage counsel, in which event; the Employer shall indemnify the Employee for the cost of legal counsel. 6, The Employer agrees to pay all reasonable litigation expenses of Employee throughout the pendency of any litigation to which the employee is a party, witness or advisor to the EMPLOYMENT AGREEMENT: Chief of Police 517 Page 23 of 367 CITY OF WATERL000 Employer. Such expense payments shall continue beyond Employee's service to the Employer as long as litigation is pending. 7. Employer agrees to pay Employee reasonable consulting fees (If the Employee is no longer working for the Employer) and travel expenses when Employee serves as a witness, advisor or consultant to Employer regarding pending litigation. 8. Employer shall bear the full cost of any fidelity or other bonds required of the Employee under any law or ordinance. 9. Employee agrees to maintain residency in the City of Waterloo for the duration of the Agreement. 10. General Provisions a. Integration. This Agreement sets forth and establishes the entire understanding between the Employer and the Employee relating to the employment of the Employee by the Employer. Any prior discussions or representations by or between the parties are merged into and rendered null and void by this Agreement. The parties by mutual written agreement may amend any provision of the agreement during the life of the agreement. Such amendments shall be incorporated and made a part of this agreement. b. Binding Effect. This Agreement shall be binding on the Employer and the Employee as well as their heirs, assigns, executors, personal representatives and successors in interest. c. Effective Date: This Agreement shall become effective commencing on July 1s', 2024. d. Severability. The invalidity or partial invalidity of any portion of the Agreement will not affect the validity of any other provision. In the event that any provision of this Agreement is held to be invalid, the remaining provisions shall be deemed to be in full force and effect as if they have been executed by both parties subsequent to the expungement or judicial modifications of the invalid provision. EMPLOYMENT AGREEMENT: Chief of Police 617 Page 24 of 367 CITY OF WATERLOO° IN WITNESS WHEREOF, the City of Waterloo has caused this Agreement to be signed and executed as duly authorized by City Council Resolution, and duly attested by the City Clerk. CITY OF WATERLOO EMPLOYEE By: Date: By. Date: Quentin Hart, Mayor Robert Duncan ATTEST: By: City Clerk EMPLOYMENT AGREEMENT: Chief of Police 717 O Page 25 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving the request by Matthew O'Connor, for tax exemptions on the construction of a new single family home valued at $296,354.00, for property located at 117 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 5 Page 26 of 367 ATTACHMENTS 1. 117 Coral Drive Form 2. 117 Coral Drive Map Page 27 of 367 For Once Use Only Date Received: — 17 Reccit-cd by: Staff to make* copy for applicant CONSOLIDATED URBAN REVITALIZATION AREA APPLICATION FOR PROPERTY TAX CXI MYf1ON FOR IMPROVEMENTS UNDER THE PROVISIONS OF THE CONSOLI DATED URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The Consolidated Urban Revitalization Area (CURA) allow property tax exemptions on improvements to properly located within its boundaries that meet the fallowing criteria: 1. At least a I0% improvement to the value of the residential property. At least a 15% improvement to the value of commercial property if n building was previously on the site. [(commercial property was previously vacant. all actual value added by the improvements is eligible for nix exemption 2. Be located within the CURA boundaries (a map of which can he obtained from the City of Waterloo Community Planning & Development Department.) 3. This application must be filed with City prior to the V working day of February following the year when the Improvements are completed to comply with the timeline of the Slate Code of Iowa. Section 404.4 unnumbered paragraph 2. However. a single application may he filed upon completion of an entire project rewiring more than one year to condntct or complete. providing prior approval has been grunted by the City Council or County Board of Supervisors. 4. Comtncrcial properties must larva n development agreement with the City that includes a minimum nssessmcnt agreement. Please fill out the followin_ information for 'our ap Iication to be submitted to NAME: SIGNATURE: ADDRESS: 0 ITt�y; t �CLUA'1A EMAIL: TELEPHONE: b1 DATE: A. 1Vhat is the Address of the properly being improved? ;IA What is the legal !)esrriprirm of the property? (May he available at County Recorder's Office on 2"r floor of the Courthouse)? ttlirV4/•k --W4ACtC42131SI i(,n n AA ° Can J4)— 5 B. Indicate desired exemption schedule: (1 t 2) I.t One Hundred Percent 1I00%) exemption for three years on the actual value added by improvements; 2. A partial exemption on the actual value added by intpmveoents according to the following schedule: a. First Year 80% h. Second Year 70% c. Third Year 60% d. Fourth Yenr 50% c. Fifth Year---------40% f. Sixth Yenr---------40% g. Seventh Year 30% h. Eighth Ycar--------30% i. Ninth Yenr--------- 20% j. Tenth Year 2096 Note: Residentially i sessetl properties receiving the CURA tax abatement incentive will not receive tux abatement on sellout district luxes. Therefore, all residential properties will pay the school district portion of the property taxes effective July I.2024. C. What v'n, 1 nature of the improvemcul(s)? 11fyN-r D. If this is nut a single -Enmity dwelling unit, which you awn and reside in. will there improvements create a displacement of your tenants? Yes No E. What was the cost of the improvement? 2_ [ ( l F. Estimated or actual date of completion of these itnprusemcuts'? Note: The improvements to your home or business may not change the as essesl value, Note: City Council approval does not guarantee lax exemptions, The application must be reviewed acid approved by the Black Hawk County Assessor's Oflice for criteria eligibility. DO NOT Write Below tlris litre — Office Use Only O. City of NValerton Building and Inspections Department Information:: n Penult Number: IVA 621R Date permit was issued: 3' -23 Tom/ pennil(s) valuation: LI.67,E21 ! 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 28 of 367 BISMARK AVE KIRKWOOD AVE KIRKWOOD AVE NARWOODAVE BISMARKAVE Note: Base map data source is Black Haw County. This map does not represent a survey, no liability is assumed for the accu acy of the data delineated herein, either expressed or impl ed 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. 1 yARwO OpqfrF 25 50 BISMARKAVE N a L 0 V 100 117 Coral Drive 150 Fee 44/ Wct 44/ Page 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving the request by Babic Properties, for tax exemptions on the construction of a twin home valued at $330,000.00, for property located at 3752-3754 Ravenwood Circle and located in the City Limits Urban Revitalization Area (CLURA). RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The Planning, Programming, and Zoning Commission staff has reviewed this application and feels that the project qualifies for exemptions from taxes on the actual value added to the residential property under the City Limits Urban Revitalization Area Plan. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Strategy 3.9: Increase the promotion and utilization of the City Limits Urban Revitalization Area (CLURA) housing program. IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Hammond Hills 6th Addition Lot 143 Page 30 of 367 ATTACHMENTS 1. 3752-3754 Ravenwood Circle Form 2. 3752 Ravenwood Circle Map Page 31 of 367 For Office Use Only Date Received: -914 Received by: Staffto make a copy for applicant CITY LIMITS URBAN REVITALIZATION APPLICATION FOR PROPERTY TAX EXEMPTION FOR CONSTRUCTION OF NEW DWELLINGS AND DAYCARE CENTER IMPROVEMENTS UNDER THE PROVISIONS OF THE CITY LIMITS URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The City Limits Urban Revitalization Area (CLURA) allows property tax exemptions for newly constructed residential dwellings and daycare centers, and any additions or major renovations for utilizing a residential home for children daycare center provided that they meet the following criteria: 1. Be located within the CLURA boundaries (a map of which can be obtained from the City of Waterloo Community Planning & Development Department.) 2. Any such day care facilities must be registered with the State of Iowa for day care use. 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. Daycare facilities may need a development agreement with the City. Please contact the Waterloo Planning and Zoning Department for more information. PIease fill out the following information for your application to be submitted to the City Counc NAME: l SIGNATURE: ADDRESS: Sf // A 3/A' O' EMAIL: TELEPHONE: �j i 9 a3O - 40, DATE: eg co-- a A. What is the Address ofthe property being improved? 3-3$-A/ j'3 5 , ,44Y A/6'oOt) yam- Ti2l_p 0 What is the Legal Description of the property? (May be available at County Recorder's Office on 2nd floor of the Courthouse) DLL P L ' t 7�uii✓/a�[[� G B. Indicate desired exemption schedule: (1 or 2) 1. /\ One Hundred Percent (100%) exemption for three years on the actual value added by improvements; 2. A 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 CLURA tax 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. was the nature of hwtD m ovement(s)? D. What was the cost of the new construction? �S 3 c, c oc3, E. Estimated or actual date of completion of this new construction? C_'1 p (119301 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 F. City of Waterloo Building and Inspections Department Information: Permit Number: a Date permit was issued: �i 1� ) 3 i 5 16 FWS CITY OF WATERLOO Total permit(s) valuation: lc, MO APPROVED DENIED DATED: RESOLUTION NO: BLACK HAWK COUNTY ASSESSOR APPROVED DENIED DATED: T.J. Koenigsfeld Black Hawk County Assessor Page 32 of 367 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. RAVENWOOD CIR RAVENWOOD RD 15 30 60 90 ■ Feet 3752 Ravenwood Circle Page 3a of 567 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving the request of David Moon for a waiver for a concrete driveway, located at 1326 Longfellow Avenue, with the elimination of the sidewalk section due to inability to meet grade requirements. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Attached is a request for construction of a concrete 1326 Longfellow Avenue. I have reviewed this request and recommend its approval subject to the following provisions: 1. Work to be performed by an approved and bonded contractor. 2. A permit is to be obtained from the office of the City Engineer prior to construction. 3. All work shall be performed under the supervision of the City Engineer at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk's office. NEIGHBORHOOD IMPACT This is a waiver of the City's Standard Specifications for Driveway Construction. It requires Council approval so that it can be recorded to the property, so that the waiver requirements run with the property ownership. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Page 34 of 367 ALTERNATIVE ACTION LEGAL DESCRIPTION CLOVERDALE ACRES W 1/2 LOT 16 EXC N 320 FT AND EXC S 215 FT ATTACHMENTS 1. DW Waiver 1326 Longfellow Ave Page 35 of 367 WAIVER Date: 01/40 Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: Note: shared curb cut/approach with 1332 Longfellow Ave, which has an approved waiver from 2007, based on grade l hereby request a waiver to the driveway and sidewalk specifications for the construction of a Concrete driveway or sidewalk located at (concrete or asphalt) 1326 Longfellow Avenue, Waterloo, IA (Address) This waiver is needed because of: special surface texture to be used on the concrete approach {i.e., exposed aggregate, brick stamped pattern, paving brick), X elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right-of-way on an unimproved street. Other: I agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. (Please make payment payable to: City of Waterloo.) Respectfully submitted, JO/aU' I) 7,4o,t Printed Name of Property Owner Signature of Property Owner Page 36 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution setting the date of the public hearing as July 15, 2024, to approve a request by Lola Burt for the vacate, sale and conveyance of approximately 6,682 square feet of city -owned right-of-way located east of 522 Albany Street, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to vacate city -owned right-of-way located adjacent to her property at 522 Albany Street. The alley is not needed for any transportation purpose, and there are no utilities located in the alley; therefore, no easement will need to be maintained over the vacated alley. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood as the right-of-way is not being used by surrounding property owners. DATA, ANALYSIS, AND STRATEGIES N/A IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION N/A COMMUNITY ENGAGEMENT METHODS The item was heard at the May 14, 2024, meeting of the Planning, Programming, and Zoning Commission and voted 8-0 to recommend approval of the request. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION N/A LEGAL DESCRIPTION That part of the 18 foot public right-of-way located West of Block 3 of Shilliams Fourth Addition Page 37 of 367 located North of a Westerly extension of the South line of Lot 5 of said Block 3, and South of a Westerly extension of the North line of Lot 1 of said Block 3, City of Waterloo, Iowa. ATTACHMENTS 1. Staff Report - East of 522 Albany Street 2. East of 522 Albany - alley vacate - Overview Map 3. East of 522 Albany - alley vacate - Aerial Map 4. Application Page 38 of 367 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: DEVELOPMENT HISTORY: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: Request by Lola Burt to vacate approximately 6,682 square feet of city -owned alley right-of-way located east of 522 Albany Street. Lola Burt, 522 Albany Street, Waterloo, Iowa 50703 The applicant is requesting to vacate the city -owned alley right-of- way that is located to the east of her property. The request would not appear to have a negative impact on the surrounding neighborhood as the alley is not being used by surrounding property owners. The request does not appear to have a negative impact on traffic or pedestrian conditions in the area. The nearest trail is the Martin Luther King, Jr. trail located just to the south of the alley. The surrounding residential development occurred between 1929 and 2000. The area in question 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 are as follows: North — Residential zoned "R-2" One and Two Family Residence District and "C-1,C-Z" Conditional Zoning District South — Vacant land and Martin Luther King, Jr. Drive, zoned "R-2" One and Two Family Residence District. East — Residential and vacant land zoned "R-2" One and Two Family Residence District, and "C-1" Neighborhood Commercial Distrcit. West — Residential and the Iowa Northern Railroad zoned "R-2" One and Two Family Residence District. There is no screening required in relation to this request. The request would not appear to have an effect on drainage in the area. Alley Vacate Page 1 of 3 Page 39 of 367 June 11, 2024 Picture 1: 522 Albany Street. Picture 2: Alley Alley Vacate Page 2 of 3 Page 40 of 367 June 11, 2024 FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS ZONING ORDINANCE STAFF ANALYSIS SUBDIVISION ORDINANCE: No portion of the property is in a Floodplain Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0189F, dated 2024. The alley itself is not in a special flood hazard area. Cunningham School of Excellence is located 0.48 miles to the northwest, George Washington Carver Academy is located 1.78 miles to the northwest and East High School is located 0.70 miles to the west. There are no utilities located in the vacated area. There is an 8" sanitary sewer line located in Albany Street. There are overhead utility lines located along the south side of Albany Street. The Future Land Use Map designates this property as Low Density Residential. The site is located in the Primary Growth Area as identified in the City's Comprehensive Plan, approved on August 21, 2023. The applicant is requesting to vacate city -owned alley right-of-way located adjacent to her property at 522 Albany Street. The alley is not needed for any transportation purpose, and there are no utilities located in the alley; therefore, no easement will need to be maintained over the vacated alley. There is no platting in relation to this request. STAFF Therefore, staff recommends that the request by Lola Burt to vacate RECOMMENDATION approximately 6,682 square feet of city -owned right-of-way alley located east of 522 Albany Street., be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The rezone will allow the expansion of a Waterloo based business. Alley Vacate Page 3 of 3 Page 41 of 367 City of Waterloo Planning, Programming and Zoning Commission June i1, 2024 —SUMNER ST- -ONEIDA ST— LINDEN AVE M-1 LINDEN AVE Q 0 R-3, R-P WILLOW ST C-1 C1_ il Z ALBANY ST 1' I I— m a. I MARTIN L UTHER KING,-JR: DR R-2 RAILROAD AVE STEELY ST VINE ST -HIGHLAND BLV PROSPECT AVE ARIZONA ST East of 522 Albany Street Alley Vacate Lola Burt f]....�,. A'') ..F O07 ..y City of Waterloo Planning, Programming and Zoning Commission December 12, 2023 ;' » 522 Albany Street Alley Vacate Lola Burt Pnnr42of2r N '1 '_ s of "'" rF� , o 71111 Applicant City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 \Offer to Vacate and Purchase City Right -of -Way ❑ Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement rja ` // Li Sale of City -Owned Property Applicant: b`�-1�� ue-t--- Address: 3(.7/(3- PH Phone No.: (3/q A6/ -770(/ Email: General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): 0 try 4 5v) 1 ST2t.VT Legal description of area to be conveyed, vacated, or encroached: 1. A non-refundable filing fee(s) shall be made as follows (checks payable to City of Waterloo): • Right-of-way vacation - One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation - Seventy Five Dollar ($75.00) Filing Fee • Encroachment - One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated - No Fee • Any request not meeting the Sale of Property Policy - One Hundred Dollar ($100.00) Fee 2. Offer Pricex[Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the Iand within 5 yrs (8 yrs inside of the CTJRA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price - Deductions = Value of Property: Offer Price for Entire Area: b00, 6 () Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request That fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement": The following easement shall be retained: 5. Other: Please provide a site plan and/or aerial photo of the area to be vacated if the request involves additional construction as the reason for the request. ki2/- Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 44 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Rudy Jones, Community Development Director Community Development Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as July 15, 2024, on the proposed funding recommendation set forth by the Community Development Board for the FFY 24-28 Waterloo/Cedar Falls HOME Consortium Five Year Consolidated Plan/Annual Action Plan, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 45 of 367 1. PH FFY24-28_CDBG and Home Program Funds - 7.15.24 Page 46 of 367 NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: Notice is hereby given that on the 15th day of July, 2024, at 5:30 p.m., in the Harold E. Getty Council Chambers in the City Hall in the City of Waterloo, IA, a public hearing will be held by the Council of the City of Waterloo, Iowa, on the proposed funding recommendation set forth by the Community Development Board for the FFY 24-28 Waterloo/Cedar Falls HOME Consortium Five Year Consolidated Plan/Annual Action Plan. The draft documents may be downloaded from www.WaterlooCedarFallsHUD.com or may be viewed in the offices of the City's Community Development Office at 620 Mulberry Street, Waterloo, Iowa 50703. Anyone who is interested may appear at said time and place and be heard or may file written objection with the City Clerk, City Hall, Waterloo, Iowa, before the date set for said hearing. By order of the Council of the City of Waterloo this 1st day of July, 2024. Kelley Felchle, City Clerk City of Waterloo, Iowa Page 47 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as July 15, 2024, in conjunction with the FY 2024 La Porte Road Improvements, Contract No. 1016, IDOT Agreement No. HDP-8155(787)--71-07, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Iowa Department of Transportation bid opening will be July 16, 2024. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 48 of 367 Page 49 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution setting date of public hearing as July 15, 2024, for the sale and conveyance of city -owned property located east of 427 Rath Street, in the amount of $10.00, to Ronald Lee Kisner, Jr., including a Development Agreement and Real Estate Contract, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The City of Waterloo obtained title to the property back in 2014, and demolished a home on the property in 2016. The property is a small lot, at only 4,860 SF. It is a corner lot, at the northwest corner of Rath Street and Dunham Place, and is 60 feet wide along Rath Street, but only 9.5 feet wide along the alley in the rear. Mr. Kisner has proposed to build a small (20' x 20') home on the property. The Planning Department is recommending that we move forward with the proposal, which includes acquisition of the property for $10 and construction of the home by October 31, 2026. The sale is proposed by Real Estate Contract, and the property would not be deeded until completion of the improvements, and upon completion Mr. Kisner would be eligible to receive the infill housing incentive of $5,000. NEIGHBORHOOD IMPACT This request will have a positive impact on the neighborhood by replacing a home where a previous blighted home was removed, which had been abandoned and become dilapidated. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES $5,000 Infill Housing Incentive to be paid from Nuisance Abatement Bonds Page 50 of 367 ALTERNATIVE ACTION LEGAL DESCRIPTION Lot 15; and that part of Lot 14 described as follows: Commencing at the Southeasterly corner of said Lot 14, running thence Northwesterly along the Northeasterly line of Rath Street 8 feet, running thence Northeasterly in a straight line to the Northeasterly corner of said Lot 14, running thence Southwesterly along the Southeasterly line of said Lot 14 to place of beginning; all in Block 3 in Lake Side Addition to Waterloo, Iowa. ATTACHMENTS 1. DA and Land Contract E of 427 Rath St Kisner signed 2. Ron Kisner offer letter Page 51 of 367 Preparer: Christopher S. Wendland, P.O. Box 596, Waterloo, Iowa 50704 (319) 234-5701 After recording, return to Community Planning & Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of 1 , 2024, by and between Ronald Lee Kisner, Jr. ("Developer"), and t e City of Wa erloo, Iowa ("City"). RECITALS A. City is the owner of real property at the intersection of Rath Street and Dunham Place, legally described as set forth on Exhibit "A" attached hereto (the "Property"), upon which Developer desires to erect a house. B. City considers 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. City believes that rehabilitation of the Property is in the best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property. Subject to the terms hereof, City shall sell the Property to Developer on contract (the "Contract") for the sum of $10.00 (the "Purchase Price"). Other terms of sale shall be as set forth in the Contract, the form of which is attached hereto as Exhibit "B." Closing on the Contract shall occur within thirty (30) days after City approval of this Agreement, and deed delivery shall occur within thirty (30) days after City has verified that the Improvements have been Substantially Completed (defined below). Page 52 of 367 2. Improvements by Developer. Developer acknowledges that it has had a reasonable opportunity to inspect the Property and to conduct other due diligence related to the Project. Developer agrees to accept the Property in its "AS IS" condition, without any warranty from City, expressed or implied, as to the condition of the Property, its marketability, or its fitness for any particular purpose. Developer shall construct a new dwelling of no less than 400 square feet, and shall be responsible for removal of all construction debris, proper leveling or shaping of groundscape, sidewalk installation or repair, and grassing and/or landscaping (construction and finishing as so described are referred to collectively as the "Improvements"). If Developer is unable to obtain a variance from the garage requirement, then the Improvements shall also include a garage, which may be attached to the dwelling or detached, at least 14 feet by 20 feet in outer dimensions. The Improvements shall be constructed in accordance with the terms of this Agreement, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Developer will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. Developer will be responsible to clear trees and brush, if any, from the Property at its own cost to allow for construction of all Improvements. The Property, the Improvements, and all site preparation and development -related work to be undertaken and completed by Developer under this Agreement are collectively referred to as the "Project." 3. Timeliness of Construction; Possibility of Contract Forfeiture. The parties agree that Developer's commitment to cause the Project to be undertaken and to renovate the Property and complete the Improvements in a timely manner constitutes a material inducement for the City to sell the Property to Developer and to extend the incentives provided for in this Agreement, and that without said commitment City would not do so. A. Deadlines to commence and complete. Subject to Unavoidable Delays (defined below), Developer must obtain a building permit before beginning construction of Improvements and must Substantially Complete construction of Improvements no later than October 31, 2026 (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 the City to issue a certificate of occupancy relating thereto and the City has verified that Project elements for which no permit was necessary have been Substantially Completed. All deadlines are subject to Unavoidable Delays as defined in paragraph B below. The 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 construction of the Improvements. Any additional or longer time extensions will require consent of the City Council. B. Events triggering termination and/or Contract forfeiture. If Developer does not begin or Substantially Complete construction of the 2 Page 53 of 367 Improvements on the schedule(s) stated above, subject to Unavoidable Delays, then City may terminate this Agreement as set forth in Section 12, and City shall then have no further obligation to Developer under this Agreement. 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 Developer (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. As promptly as possible, Developer shall notify City in writing of the occurrence of any Unavoidable Delay and shall again notify City in writing when the Unavoidable Delay has ended. If City terminates this Agreement as provided in Section 12, City shall have no further obligations to Developer under this Agreement, including but not limited to any legal or equitable obligation to reimburse Developer for any costs expended by Developer with respect to the Project or to compensate Developer for any value added to the Property by any Improvements. In connection with termination of the Agreement as set forth herein, City may forfeit the Contract in addition to exercising any other available remedies. 4. Utilities. Developer will be responsible for obtaining or extending water, sewer, telephone, telecommunications, electricity, gas and other utility services from street right of way to any location on the Property and for payment of any associated connection fees and costs of usage after the Contract date. 5. City Incentives. To aid the Project, City agrees to make a $5,000.00 infill housing incentive grant to Developer, payable within sixty (60) days after the Improvements are Substantially Completed. 6. No Encumbrances; Limited Exception. Until the Improvements are Substantially Completed, Developer agrees that it shall not create, incur, or suffer to exist any Liens on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Developer's completion of the Improvements and of which Developer notifies City before Developer executes any such mortgage. Developer may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. Any mortgage in violation of this Section shall be void. 7. No Assignment or Conveyance. Developer agrees that it will not sell, convey, assign or otherwise transfer its interest in the Contract or the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Developer under this Agreement. 3 Page 54 of 367 8. Additional Covenants of Developer. In addition to the other promises, covenants and agreements of Developer as provided elsewhere in this Agreement, Developer agrees as follows: A. Until the Improvements have been Substantially Completed, Developer shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Developer with respect to construction of the Improvements. B. Developer will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply with the same, or where the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Developer. C. Developer will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. Developer shall make no sale or conveyance of the Property or any portion thereof without City's prior written consent. 9. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 10. Representations and Warranties of Developer. Developer hereby represents and warrants as follows: A. 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, any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Developer is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. 4 Page 55 of 367 B. There are no actions, suits or proceedings pending or threatened against or affecting Developer in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective) or financial position of Developer or which in any manner raises any questions affecting the validity of the Agreement or Developer's ability to perform its obligations under this Agreement. 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 Developer to cause the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Developer of any interest (either directly or indirectly) in the Improvements, the Property, or this Agreement, without the prior written consent of City, except as expressly authorized by this Agreement; 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. Any representation or warranty made by Developer in this Agreement, or made by Developer in any written statement or certificate furnished by Developer pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof; E. Developer (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Developer as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Developer, or part thereof, shall be appointed in any proceedings brought against Developer and shall not be discharged within ninety (90) days after such appointment, or if Developer shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to the Property; or 5 Page 56 of 367 12. Remedies. A. Default by Developer. Whenever any Event of Default in respect of Developer occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days' written notice to Developer of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Developer shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise to recover ownership of the Property as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of City occurs and is continuing, Developer may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Developer shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Developer that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 13. Indemnification and Releases. A. Developer hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property arising after the Contract date or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Developer or its employees, contractors or agents, or any other person who may be on or 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. 6 Page 57 of 367 B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Developer agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever, by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Developer against the City to enforce its rights under this Agreement), or (2) the acquisition and condition of the Property and the construction, installation, ownership, and operation of the Improvements, or (3) otherwise as a result of or in connection with the Project or Developer's failure to carry on or complete same. C. The indemnification obligations under this Section shall include attorneys' fees and expenses incurred by any indemnified party. The provisions of this Section shall survive the expiration or termination of this Agreement. 14. Materiality of Developer's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Developer to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Developer acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 15. Performance by City. Developer acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 16. 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. 17. 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 7 Page 58 of 367 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, fax number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Developer, at 412 Sherman Avenue, Waterloo, Iowa 50703, Attention: Ronald Lee Kisner, Jr. 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. 18. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Developer nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 19. 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. 20. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 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 8 Page 59 of 367 hereto and their respective attorneys have contributed substantially and materially to the preparation of each and every provision of this Agreement. 22. Captions. Ali 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. 23. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 24. Counterparts. This Agreement may be executed in one or more counterparts, each of which, including signed counterparts delivered by facsimile or other electronic means, shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 25. 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. 26. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA DEVELOPER By: Quentin Hart, Mayor Ronald Lee Kisner, Jr. Attest: Kelley Felchle, City Clerk 9 Page 60 of 367 EXHIBIT "A" Property Description Lot 15; and that part of Lot 14 described as follows: Commencing at the Southeasterly corner of said Lot 14, running thence Northwesterly along the Northeasterly line of Rath Street 8 feet, running thence Northeasterly in a straight line to the Northeasterly corner of said Lot 14, running thence Southwesterly along the Southeasterly line of said Lot 14 to place of beginning; all in Block 3 in Lake Side Addition to Waterloo, Iowa. Page 61 of 367 EXHIBIT "B" Form of Contract See attached. Page 62 of 367 Prepared by: Christopher S. Wendland, P.O. Box 596, Waterloo, IA, 50704. 319-234-5701 Taxpayer address: Ronald Lee Kisner, Jr., NOTE: Conveyance from government entity. Exempt from declaration of value, groundwater hazard statement and real estate transfer tax. REAL ESTATE CONTRACT This Real Estate Contract (the "Contract"), made and entered into as of , 2024, by and between City of Waterloo, Iowa ("Seller") and Ronald Lee Kisner, Jr. ("Buyer"): WITNESSETH, that the Seller sells to the Buyer and the Buyer purchases the following described real estate (the "Property") situated in Black Hawk County, State of Iowa, to -wit: Lot 15; and that part of Lot 14 described as follows: Commencing at the Southeasterly corner of said Lot 14, running thence Northwesterly along the Northeasterly line of Rath Street 8 feet, running thence Northeasterly in a straight line to the Northeasterly corner of said Lot 14, running thence Southwesterly along the Southeasterly line of said Lot 14 to place of beginning; all in Block 3 in Lake Side Addition to Waterloo, Iowa. SUBJECT TO (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. INCLUDED in this sale, if located in or on the Property and if owned by Seller, are all fixtures not hereinafter specifically reserved by Seller in writing. 1. THE TOTAL PURCHASE PRICE for the Property is Ten and 00/100 Dollars ($10.00), payable to Seller at the address designated by Seller from time to time, as follows: (a) Five Dollars ($5.00) upon execution of this Contract. (b) The balance of the purchase price will be due and payable upon a closing date to be set in accordance with the terms of that certain Development Agreement between the parties dated , 2024 (the Development Agreement"). 2, POSSESSION is to be given Buyer on the date of execution of this Contract by both parties. Seller represents that there are no other parties currently in possession. 3. TAXES AND ASSESSMENTS. The Property is currently exempt from property taxes. Buyer will pay all future general property taxes and special assessments prior to becoming delinquent. 4. INSURANCE. Reserved. 5. RENTS. Intentionally omitted. 6. TITLE. At the time of final payment hereunder, the Seller shall convey the Property to the Buyer by QUIT CLAIM DEED. Buyer shall be responsible, at its sole cost and expense, to obtain whatever evidence of title that it desires. Page 63 of 367 7. CARE OF PROPERTY. Buyer shall be solely responsible, without claim or recourse to Seller, for any repairs, maintenance, or upkeep that may be necessary in connection with its occupancy of the Property, including but not limited to mowing in compliance with City of Waterloo ordinances. 8. ADVANCEMENT BY SELLER. If Buyer fails to pay such taxes, special assessments, or insurance as above agreed, Seller may, but need not, pay such taxes, special assessments, insurance, and all sums so expended shall be due and payable on demand; or such sums so expended may, at the election of Seller, be added to the principal amount due hereunder and bear interest until paid at the highest legal rate allowable or 12% per annum, whichever is less, compounded monthly. 9. JOINT TENANCY PRESERVED. Intentionally omitted. 10. ADDITIONAL TERMS. The parties further agree as follows: (a) Seller does not make, and has not made, any representation or warranty concerning the Property or its condition or fitness for use for any particular purpose. The Property is sold to Buyer 'AS IS." (b) Buyer may not sell, transfer or assign its interest in this Contract without the prior written consent of Seller. (c) Property is subject to the terms of the Development Agreement between the parties, including but not limited to the possibility of Contract forfeiture. Default under said agreement shall constitute a default under this Contract. (d) Buyer acknowledges that it has had a full and fair opportunity to enter upon and inspect the Property and/or to have the Property inspected by contractors of its own choosing. 11. TIME IS OF THE ESSENCE of this Contract. Failure promptly to assert rights of Seller hereunder shall not, however, be a waiver of such rights or a waiver of any existing or subsequent default. 12. DEFAULT. If the Buyer fails to perform any of the terms of this Contract or the Development Agreement, the Seller may forfeit this Contract as provided by Iowa law governing the forfeiture of real estate contracts, and if this Contract is forfeited, Buyer shall thereafter be considered as a tenant holding over after termination of a lease. Upon completion of such forfeiture, all sums previously paid Seller hereunder and all improvements placed on the Property by Buyer shall become the absolute property of Seller as liquidated damages for the breach of this Contract and as rent for the premises. In the event of compliance with the terms of the notice of forfeiture of this Contract, Buyer shall pay the cost of serving said notice. 13. ACCELERATION. If Buyer fails for thirty days to perform any one or more of the terms of this Contract, the Seller may, without further notice, declare the entire amount of the balance unpaid hereunder immediately due and payable; and thereafter, at the option of the Seller, this Contract may be foreclosed and a receiver may be appointed to take charge of said premises and collect the rents and profits therefrom to be applied as may be directed by the Court, and Buyer agrees to pay reasonable attorney fees therefor. 14. PERSONAL PROPERTY. If this Contract includes the sale of any personal property, then in the event of the forfeiture or foreclosure of this Contract, the personalty shall be considered indivisible from the real estate above described; and any such termination of Buyer's rights in said real estate shall concurrently operate as the forfeiture or foreclosure hereof against all such personal property. 15. MORTGAGE BY SELLER. Intentionally omitted. 16. CERTIFICATION. Buyer and Seller each certify that they are not acting, directly or indirectly, for or on behalf of any person, group, entity or nation named by any Executive Order or the United States Treasury Department as a terrorist, "Specially Designated National and Blocked Person" or any other banned or blocked person, entity, nation or transaction pursuant to any law, order, rule or regulation that is enforced or administered by the Office of Foreign Assets Control; and are not engaged in this transaction, directly or indirectly on behalf of, any such person, group, entity or nation. Each party hereby agrees to defend, indemnify and hold harmless the other party from and against any and all claims, damages, losses, risks, liabilities and expenses (including attorney's fees and costs) arising from or related to my breach of the foregoing certification. 2 Page 64 of 367 17. BUYER'S RIGHTS UNDER ENCUMBRANCE. Seller shall pay all interest and principal on all encumbrance of the Property created or suffered by Seller when the same become due, and in the event of a failure on Seller's part to make any such payment before it becomes delinquent, Buyer may pay the same and receive credit hereon for the amount so paid. If Buyer is acquiring the Property from an equity holder, rather than from a titleholder, or in event there is a mortgage against the Property, then, in either of those events, Buyer hereby reserves the right, if reasonably necessary for his protection, to split the payments pro rata among the interested payees. 18. GENERAL TERMS; CONSTRUCTION. This Contract shall be binding upon the heirs, personal representatives, successors and assigns of the respective parties hereto. It represents the entire agreement of the parties and may not be amended without the express written consent of both parties. The singular masculine gender is used to refer to the parties in this Contract. Such terms shall be construed to include the feminine and neuter genders and the plural number, if applicable. 19. COUNTERPARTS. This Contract may be executed in any number of counterparts, all of which, taken together, shall constitute one and the same instrument. SELLER BUYER City of Waterloo, Iowa By: Quentin Hart, Mayor Attest: Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) q Ronald Lee Kisner, Jr. 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. Notary Public [acknowledgments continue on next page] 3 Page 65 of 367 STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) This record was acknowledged before me on EMILY SELIGA Commission Number 849716 My Commission Expires July 27, 2026 , 2024, by Ronald Lee Kisner, Jr. 4 Page 66 of 367 3t312� 1/4) iL4D- C \ ' 0\jc>f Q—V_ Acr- ADU2 Sao xa o) � - o0661 (;/,t)'(6,(-16( Page 67 of 367 .- 1 r t _..-----<9. CS2Ac2 1 r Page 68 of 367 k4ii po.'\\\'3 Irt Page 69 of 367 I 0 Page 70 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department July 1, 2024 AGENDA ITEM TITLE Resolution approving cancellation of assessment for properties listed on Exhibit A, and authorizing the City Clerk to notify Black Hawk County Treasurer of said cancellation. 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. Exhibit A - Council Date 7.1.24 Page 71 of 367 Exhibit A - Council Date: 7/1/2024 PARCEL NUMBER ADDRESS SEWER STORM GARBAGE WATER 1 891230134004 316 PolkSt $42.99 $10.91 $42.99 $27.72 Page 72 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department July 1, 2024 AGENDA ITEM TITLE Resolution approving the Experience Waterloo Board recommendation for funding a hotel -motel mini - grant application for the 100th Iowa Women's Amateur Championship, in the amount of $2,000.00. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION The Experience Waterloo board has reviewed this application for support of the 100th Iowa Women's Amateur Championship. The Iowa Golf Association's event will be held at Sunnyside Country Club, as it was the home of the inaugural host of the tournament in 1922. The tournament will be July 22- 24, 2024. Source of Funds: Hotel -motel tax grant funding for FY25. Projected ROI: Support as recommended would return $81.95 of local economic impact per dollar awarded. See the attached event impact summary. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 73 of 367 ATTACHMENTS 1. Mini -Grant - 100th Iowa Women's Am. Championship Page 74 of 367 Council Communication City Council Meeting: TBD Prepared: 6/20/2024 Dept. Head Signature: Number of Attachments: 1 SUBJECT: FY25 Mini -Grant : 100th Iowa Women's Amateur Championship Submitted by: Tavis Hall, Experience Waterloo Recommended City Council Action: Approve Experience Waterloo (CVB) board recommendation for mini -grant funding for 100th Iowa Women's Amateur Championship. Event Grant Summary Statement: The Experience Waterloo board has reviewed this application for support of the 100th Iowa Women's Amateur Championship. The Iowa Golf Association's event will be held at Sunnyside Country Club, as it was the home of the inaugural host of the tournament in 1922. The tournament will be July 22-24, 2024. Recommended Award: $2,000 Source of Funds: Hotel -motel tax grant funding for FY25 Projected Economic Impact: Total projected impact is $163,895 (includes Business -to - Business projected transactions). Projected ROI: Support as recommended would return $81.95 of local economic impact per dollar awarded. Alternative: Do not provide funding or provide alternate funding. Background Information: The Experience Waterloo Board reviewed all applications and scored based on the project's ability to meet the goals of the grant program: 1. Does the project have a significant economic impact / significantly enhance the visitor's experience in Waterloo? 2. Does the project strengthen the perceptions of Waterloo? 3. How important are grant dollars toward ensuring the success of the project? 4. Is the application clear, complete and thought-out? 5. Is the project new, or are there significant changes from previous years? Page 75 of 367 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: IA Wornen's Amateur Championship Business Sales (Direct): $105,736 (100yr) Organization: Iowa Golf Association Business Sales (Total): $183,695 Event Type: Convention Jobs Supported (Direct): 58 Start Date: 7{22/2024 Jobs Supported (Total): 70 End Date: 7(24/2024 Local Taxes (Total): $3,397 Overnight Attendees: 175 Net Direct Tax ROI: $3,207 Day Attendees: 100 Estimated Room Dernand: 350 Direct Business Sales Sales by Source Sales by Sector S80,000 Trans. $60.000 Space Rental Retail $40 000 Recreation 520.000 Business Services $0 Attendees Organize• Exnior.ws . , S10 000 S20.000 S30.000 S40.000 Industry Attendees Organizer Exhibitor Total Lodging $35,027 $1,083 $0 $36,110 Transportation $6,089 $361 $1,641 $8,091 Food & Beverage $16,171 $12,739 $3,451 $32,361 Retail $5,068 $0 $0 $5,068 Recreation $3,041 $0 $0 $3,041 Space Rental $0 $5,393 $952 $6,345 Business Services $0 $10,302 $4,419 $14,721 TOTAL $65,398 $29,678 $10,462 $165,736 Page 76 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Martin Petersen, City Attorney Legal Department Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving Acknowledgment/Settlement Agreement -Affirmative Defense for Tobacco Violation - First Offense with Hometown Food, 1010 E. Mitchell Avenue, Waterloo, Iowa 50702, and acceptance of Affirmative Defense Certificate, with no civil penalty required, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approve Acknowledgment -Settlement Agreement and Affirmative Defense Certificate, with no civil penalty and have Mayor and City Clerk execute Order accepting same. SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 77 of 367 ATTACHMENTS 1 Acknowledgment -Settlement Agreement -Affirmative Defense -Hometown Food 2. Hometown Food -Affirmative Pledge Certificate 3. Affirmative Defense Order -Hometown Foods store #2-Logan Page 78 of 367 1NRE: HOMETOWN FOODS 1010 E. MITCHELL AVENUE WATERLOO, IOWA 50702 ACKNOWLEDGMENT! SETTLEMENT AGR.EEMENT- AF'FIRMATIVE DEFENSE I (we) hereby knowingly and voluntarily acknowledge that we have received the Notice of Hearing and the Complaint in the above case. 1 (we) hereby knowingly and voluntarily acknowledge the facts and allegations contained in the Complaint, attached hereto and incorporated herein by reference, and knowingly and voluntarily admit that the same are true and correct. 1 (we) hereby assert the affirmative defense. Employee received training in the program authorized by the Alcoholic Beverages Division, a copy of which is attached hereto, and made a part hereof by this reference. This affirmative defense can only be asserted once by the undersigned retailer at this retail location in a four-year period. There will be no civil penalty assessed with the affirmative defense. This Settlement Agreement shall be approved by the City Council and copies .forwarded to the Attorney General's Office, Alcoholic Beverages Division and Retailer. The above -captioned permit holder hereby waives all jurisdictional claims. Print Name: Date: NOTE: This must be signed by an individual cigarette petmi.ttee, or in the case of another business entity, by indiv°idual(s) who have authority to bind the entity. If you decide to sign this ACKNOWLEDGMENT/SETTLEMENT AGREEMENT -AFFIRMATIVE DEFENSE and waive your appearance at a hearing, return this document, properly signed and dated, and return to: Martin VI_ Petersen, Waterloo City Attorney. 715 Mulberry Street, Waterloo, Iowa, 50703. Page 79 of.367 Page 80 of 367 BEFORE THE WATERLOO CITY COUNCIL IN RE: HOMETOWN FOOD 1010 E. MITCHELL AVENUE WATERLOO, IOWA 50702 On this ORDER ACCEPTING ACKNOWLEDGMENT/SETTLEMENT AGREEMENT —AFFIRMATIVE DEFENSE day of July, 2024, in lieu of a public hearing on the matter, the Waterloo City Council approves the attached Acknowledgment/Settlement Agreement -Affirmative Defense between the above -captioned permittee and the City of Waterloo. Therefore, the Waterloo City Council FINDS that the above -captioned permittee has remitted a copy of employee's certificate of completion of training with the Alcoholic Beverages Division program to the City of Waterloo. Said affirmative defense is hereby accepted. No civil penalty will be sanctioned against permittee. IT IS, THEREFORE, ORDERED that the judgment in this matter is hereby satisfied. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk Page 81 of 367 Page 82 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Public Works Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution authorizing an exception to the City of Waterloo Purchasing Policy for the purchase of two New Way Sidewinder Automated Side Loaders, in the amount of $758,000.00, from Elliott Equipment, for the Sanitation Department. RECOMMENDED COUNCIL ACTION Requesting approval of purchase. SUMMARY STATEMENT AND BACKGROUND INFORMATION This is a Sourcewell purchase. Replacing Sanitation truck 405 (405 is a 2014 Peterbilt and the engine has failed) and truck 903 (903 is a 2009 Auto Car). NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Operating Budget 525-15-5400-2117 ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 83 of 367 1. Elliott Equip Side Loaders Page 84 of 367 4000 SE Beisser Dr tt EQUIPMENT co. Phone: (515) 986-4840 Fax: (515) 986-9530 Name / Address City of Waterloo Sanitation Department 625 Glenwood St Waterloo, IA 50703 Sales der Date S.O. No. 6/18/2024 119243 Ship To City of Waterloo 625 Glenwood St Waterloo, IA 50703 P.O. No. Terms Rep Ship Date Ship Via FOB Net 30 JJK 7/9/2024 Elliott Item Description Site Quantity Rate Amount 11713E 2024 New diesel, Allison chassis automated 1,0001b panel, triple monitor, JOB: 157916-1-2 Per Soarcewell Peterbilt 520, Paccar PX-9 380 HP 4500RDS automatic, tandem axle with New Way Sidewinder 31 cu yd Davenport 379,000.00 379,000.00 side loader, frame mounted arm with pre crusher 7" color SfN: capacity and 12' reach, camera system with work lights. VIN: 117089 contract 091219-NWY Total $379,000.00 3100 West 76th Street Davenport, IA 52806 Phone: (563) 391-4840 4000 S.E. Beisser Drive Grinies, IA 50111 Phone: (515) 986-4840 Fax: (515) 986-9530 DO NOT PAY FROM SALES ORDER. WE WILL SEND AN INVOICE. Elliott Sanitation Equip. Co. 1245 Dawes Avenue Lincoln, NE 68521 Phone: (402) 474-4840 14001 Botts Rd Grandview, MO 64030 Phone: (816) 761-4840 Page 85 of 367 4000 SE Beisser Dr IiOtt EQUIPMENT CO. Phone: (515) 986-4840 Fax: (515) 986-9530 Name / Address City of Waterloo Sanitation Department 625 Glenwood St Waterloo, IA 50703 Sales Order Date S.O. No. 6/18/2024 119244 Ship To City of Waterloo 625 Glenwood St Waterloo, IA 50703 P.O. No. Terms Rep Ship Date Ship Via FOB Net 30 JJK 7/9/2024 Elliott item Description Site Quantity Rate Amount 11714E 2024 New diesel, chassis automated 1,000lb panel, triple monitor, 26614A Per Sourcewell Peterbilt 520, Paccar Allison 4500RDS automatic, with New Way Sidewinder PX-9 380 HP tandem axle 31 en yd arm with pre cnisher 7" color S/N: Davenport 379,000.00 379,000.00 side loader, frame mounted capacity and 12' reach, camera system with work lights. VIN: 117090 Job: 157916-1-3 contract 091219-NWY Total S379,000.00 ustomer Signature X 3100 West 76th Street Davenport, IA 52806 Phone: (563) 391-4840 4000 S.E. Beisser Drive Grimes, IA 50111 Phone: (515) 986-4840 Fax: (515) 986-9530 DO NOT PAY FROM SALES ORDER. WE WILL SEND AN INVOICE. Elliott Sanitation Equip. Co. 1245 Dawes Avenue Lincoln, NE 68521 Phone: (402) 474-4840 14001 Botts Rd Grandview, MO 64030 Phone: (816) 761-4840 Page 86 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Public Works Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution authorizing an exception to the City of Waterloo Purchasing Policy for the purchase of a Chevy Colorado and a Chevy Equinox, in the amount of $62,686.19, from Karl Chevrolet, for the Motor Pool and Building Inspections. RECOMMENDED COUNCIL ACTION Requesting approval of vehicle purchase. SUMMARY STATEMENT AND BACKGROUND INFORMATION This is a State Bid purchase. Replacing Motor Pool 2011 Impala and replacing Building Inspections 2007 Impala. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Bond funds. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 87 of 367 1. Motor pool equinox and chevy colorado bldg insp Page 88 of 367 1101 B.E. ORALABOR ROAD ANKENY, IOWA 50021 www. karichevraleLcom PHONE (515) 964-4255 TOLL FREE 1-600-622-8264 SALESMAN GOVERNMENT DEAL rttA tor4! aO'$ UQ su LSw,N mR 06/18/2024 DUPER EMT NI tAST CITY OF WATERLOO COOLFTER fInST NI. LAST (if (319j215-8080 IC! S1 nt ET ADBnE s55 625 GLENWOOD ST i`»(319)215-8080 CITY COLFlIY STA1E ZIPCOOE WATERLOO BLACKHAWK IA 50703-4063 CUSTOMER 123494 YEAR NEIv.T)SED MANE MOOEL TxTE1iORCOLOl1 rPIEAC;C slco4rm 2024 NEt1 CHEVROLET TRUCK COLORADO WHITE SUNNI 12 98150 hSS�`DER 1GCPT.BEK7R1167894 CAR DDm+ 359111 richard. strancje@WATERLOO-IA.ORG 10IAL VALUE PRICE 35752.60 Iowa law requires us to give you the following notice: You understand that liability insurance coverage which would protect you under the Iowa Motor Vehicle and Safety Responsibility Act IS NOT INCLUDED in your purchase of this motor vehicle. It is customer's responsibility to notify their insurance company of any changes. DOCUMENTARY FEE. A DOCUMENTARY FEE IS NOT AN OFFICIAL FEE. A DOCUMENTARY FEE IS NOT REQUIRED BY LAW, BUT MAY BE CHARGED TO A BUYER FOR THE PREPARATION OF DOCUMENTS AND THE PERFORMANCE OF RELATED SERVICES. THE MAXIMUM AMOUNT THAT MAY BE CHARGED FOR A DOCUMENTARY FEE IS DETERMINED BY IOWA CODE SECTION 322.19A. THIS NOTICE IS REQUIRED BY LAW. tU L�� 3x3 — 2 — 6•Ii o0 — 211 `7 oi (p 10 The vehicle Is not being purchased for export or resale and allows a refund from the customer of any GM moneys paid should that customer resell or export a GM vehicle without the dealer's knowledge. 32 4 - a� - 5+ 0Q •- 2 l (-7 aocw3, Government Sales / Comm Fleet We agree that: (1) transactions where multiple cars are purchased by a single purchaser and payment is delayed ("Bulk Deferred Transactons") are not ordinary course Transactions; (2) the Dealership's lender, AIIy Bank (along with its affiliates, ("Lender')), has not authorized the Dealership to sell or otherwise dispose of (and has not consented to the sale or other disposition of) vehicles in Bulk Deferred Transactions free of its security interest in the vehicles; (3) the purchase of vehicles in Bulk Deferred Transactions free of the security interest of Lender would violate the terms of the Dealership's financing documents with Lender and the rights of Lender would violate the terms of the Dealership's financing documents with Lender and the rights of Lender in the vehicles; (4) the Purchaser is not a "buyer in ordinary course of business" as defined in the Uniform Commercial Code; and (5) accordingly, the sale of vehicles by the Dealership to the Purchaser in Bulk Deferred Transactions will not extinguish Lender's security interest in the vehicles. Lender's security interest in a vehicle will automactically extinguish when payment is made for that vehicle. This provision may only be changed by written notice from Lender. CASH SALE PLACE Of VEICCLE $ 35752.60 USED VEHICLE ALLOWANCE TRADE LIA1(F. Ci- I RADE Ar TEAR NQO(l SETiVy. $ N/A USEOVErnCLEALLOWANCE TRADE LAKE Of TTIADE-N YJ=AR L,ODEI srR,k, f N/A USEDYEI;ICLE ALLOWANCE TRADE3 IaA,(EDLTRADE R1 YEAR IAOOEL SEniAL+ $ N/A uArxtIAC,DI LrisltlDAJE $ N/A PAYMENT DUE You understand that this agreement (including the terms on the back) is an offer to purchase the vehicle described which will become a binding contract once the dealer has signed it. This document represents the complete agreement between you and the dealer regardless of any other oral, written or prior agreements or representations. How g f;,4t6 �7 hiivinn n iisuti vahir.IR. thR infnrmatinn vn spR nnfif WITHIN 30 DAYS 01- I3i1CS ffl9 NG SIGNED os rs• - 1101 S.E. ORALABOR ROAD At1KENY, [OWA 50021 w Av.karIcllevroleLcorn PHONE (515) 064-4255 TOLL FREE 1-800-622-8264 94ISUM GOVERNMENT DEAL,Milifillir raft ID1D1 DUI-VOY sxE�llw 1 6 / 05 / 2 024 1V11A fIFOI fr. LAST O .WrtJI r4E$T 1r LASE CITY OF WATERLOO " (319) 215-8080 Icr SUSHI ACCCESS 625 GLENWOOD $T 4w)(319)215-8080 orY coati,. 61,1E mccm WATERLOO BLACKHAWK IA 50703-4063 cus1wr.91 123494 TIM MEWIASED u4 E L'L[SL EMMA C U1 MLrjOE 5r1 K ) 2024 NEW CHEVROLET TRUCK EQUINOX WHITE SUt4i4I 1042 94187 ?IMMO 3GNAXKEGGRS168062 c;.• 359110 Iriehard.strange2WATERLQO-IA.ORG FOL'r' YAWL Mitt 26933. se Iowa law requires us to give you the following notice: You underslarld Thal liability insurance coverage wh'.ch would protect you under the Iowa Motor Vehicle and Safety Responsibility Act IS NOT INCLUDED in your purchase of this motor vehicle. It is customer's responsibility to nobly their insurance company of any changes. DOCUMENTARY NOT NOT TO DOCUMENTS RELATED THAT FEE 322.18A.7H15 The and FEE. A DOCUMENTARY FEE IS AN OFFICIAL FEE. A DOCUMENTARY FEE 15 REQUIRED BY LAW. BUT MAY BE CHARGED A BUYER FOR THE PREPARATION OF AND THE PERFORMANCE OF SERVICES. THE MAXIMUM AMOUNT MAY BE CHARGED FOR A DOCUMENTARY IS DETERMINED BY IOWA CODE SECTION NOTICE IS REQUIRED BY LAW.p vehicle is not being purchased for export or resale allows a refund from the customer of any GMlaleys paid should that customer resell or export a M vehk:le without the dealers knowledge. A �A,04-e-1.- � 323 — 1 g - i50- �I 1-1 la, �57 K q /4)27� Government Sales / Comm Heel multiple cars and payment is are not ordinary lender, Ally has not dispose sale or other Transactions vehices; (3) the Transactions would violate the documents with violate the documents with vehicles; (4) the course 0f Commercial vet1'eles by the Bulk Deterred security interest in a when payment is may only be �y 62,(� — 16 — -795D — ...i 17 We agree that: (1) transactions where are purchased by a single purchaser delayed ('Bulk DeferredTransactons") course transactions; (2) the Dealership's Bank (along with its affiliates, ('Lender")), authorized the Dealership to sell or otherwise of (and has not consented l0 the disposition of) vehicles in Bulk Deferred tree of its security interest in the purchase of veh'.c#es in Bulk Deferred free of the security interest of Lender terms of the Dealership's financing Lender and the rights of Lender wouki terms of the Dealership's financing Lender and the rights of Lender in the Purchaser is not a 'buyer In ordinary business" as defined in the Uniform Code; and (5) accordingly, the sale of Dealership to line Purchaser In Transactions will not extinguish Lender's interest in the vehicles. Lender's security vehicle will automactically extinguish made for That vehicle. This provision changed by written notice horn Lender. rulsxEMICE OF WHOLE I 26933.59 OSEOYEHICIA ALIOWALEE 114AEE, DfAlOf 1P.14EOf ,EEq LW, L fr..la H L S N/A r1SlEFLLO�LMCE InAE;�E 1E41,E Of 1114EEEil *I AS. AMU slFx L 1 N/A ,15eOHNKlE ulOYfA\iE IP LCE3 WASOF MADE II IL"" YOM SIP.ELI , N/A - -- YNEF.GILT+ENSF�BNE s N/A PAYMENT DUE --- WI -BIN 30 You understand that this agreement (including the terms on the back)is an offer to purchase the vehicle described which will become a binding contract once the dealer has s#gned it. This document represents the complete agreement between you and the dealer regardless of any other oral, written or prior agreements or representations. However, if you are buying a used vehicle, the information you see on the window form for this vehicle is pail of the contract and the information 1 on the window form overrides any contrary provisions In this contract. By signing this contract, you are certifying 1ha1 you are al least 18 years old (if there are two buyers, that at least one of you is 18 years ad), that you have read this contract front and back, and agree to its terms, and that you ha4'o received a copy of il. DAYS -OF oocs BEING -SIGNED t ,--n4 E1VE1ChrrEI,E„CE $ 26933.59 IMAM tr,KO 0111ILME SIS 1 N/A 1 SOIL LLO ,/ OWLS N/A I N/A REeelrfwE NIIE E NIA LRIE ft( 1 N/A FPMYEfl FEE N/A M;o4 LUKE L OOR/.EXW6I ICE I N/A x, OF WATERLOO Tofu ocurmuo MCA 1 26933.59 rgiggB J.- UV Y0 SM wwt r.LsM DL1VSl1 1 N/A XM11.„y',,,,I SFit ic21,ciEo_ ,. C'A.4, CM WIMPY 1 N/A AVOW WE 1 26933.59 Actcplad K. \iC �mo-ui 0E Fri M$' ' 1 Re trlvi OeE wuVAVEs, LEElEWLDW.va14a1 tD CO.tMPt a1 f,r\rfi Icq WOE Ofl.1S Kau (.p qAI ,V,R@F11EG4 EaJSYL 717 V.roKf aM"teem+E. a c. Fl6L:E23-ed (-0d16) Page 90 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Quentin Hart, Mayor July 1, 2024 Mayor Department AGENDA ITEM TITLE Motion approving a letter of support for Main Street Waterloo's application for the Great American Main Street Award. 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. City Letter of Support Page 91 of 367 [DATE], 2024 National Main Street Center Attn: GAMSA Review Committee 53 W Jackson Blvd, Suite 350 Chicago, IL 60604 RE: Main Street Waterloo Great American Main Street Award Nomination Dear GAMSA Review Committee, I am writing on behalf of the City of Waterloo to express our enthusiastic support for Main Street Waterloo's application for the Great American Main Street Award. Our downtown area has undergone a remarkable transformation in recent years, demonstrating the success and impact of the Main Street approach. Between 2020 and 2024, our downtown welcomed 39 new businesses, significantly enriching the diversity and vibrancy of our community. This period also saw the addition of 140 new residential units, contributing to the dynamic, liveable environment we are proud to offer. Notably, nearly 40% of our over 200 businesses are minority -owned, reflecting the inclusivity and representation of our community within our commercial sector. The success of our downtown is not only measured by economic growth, but also by the renewed sense of community pride and engagement. Our vibrant festival season, featuring events for all ages, plays a pivotal role in bringing our citizens and guests together, showcasing the unique spirit of Waterloo. These festivals and events have become a cornerstone of our community, drawing visitors and fostering a strong sense of belonging among residents. Our affiliation with the Main Street program has been instrumental in driving this growth. The data -driven template provided by the Main Street approach has allowed us to manage the downtown's development with strategic precision, ensuring that major decisions are made with foresight and purpose. This model has proven invaluable in creating a thriving, vibrant downtown that serves as a central hub of commerce, culture, and community life. The revitalization of our downtown has also made significant progress in unifying the east and west sides of the Cedar River, bridging historical gaps within our diverse community and creating an inclusive environment for all to enjoy. This progress underscores our commitment to fostering a downtown that not only meets, but exceeds the expectations of our residents and visitors alike. Main Street Waterloo exemplifies the qualities and achievements by the Great American Main Street Award. We are confident that our downtown's growth, the success of our diverse businesses, and the vibrancy of our community make us a worthy candidate for this prestigious recognition. Page 92 of 367 Thank you for considering our application. We look forward to the opportunity to share more about the remarkable progress and community spirit of Waterloo. Sincerely, [INSERT SIGNATURE] Mayor Quentin Hart City of Waterloo Page 93 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Cultural & Arts Department July 1, 2024 AGENDA ITEM TITLE Motion to approve the appointment of Darrell Taylor to the position of Curator/Assistant Director in the Culture & Arts Department, effective July 2, 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. CURATOR ASSISTANT DIRECTOR- 3.2024 Page 94 of 367 Check as applicable: PERSONNEL REQUISITION FORM To start recruiting or civil service process and/or ® To fill a vacancy ❑ Active Civil Service List Expires: A proposed job description and questionnaire must accompany this form at time of submission to Human Resources. Position Title: Curator/Assistant Director Department: Culture & Arts Reports To: Executive Director Work Location: Waterloo Center for the Arts Employment Status: ® Regular Full Time ❑ Temporary Full Time from to ❑ Regular Part Time ❑ Temporary Part Time from to ❑ Regular 7-Month ❑ Intern/Co-op Student from to Type of Position: Recommended Recruitment Sources: Civil Service Position: ❑ Yes ® No ❑ Internal Posting Only Bargaining Position: ❑ Yes ® No ►1 Internal Posting and External Advertising Bargaining Group: Non -bargaining Position: ® Yes ❑ No ************************************************************************************************* Complete the following if the requisition is to fill a vacancy: 0 New Position or ® Replacement Position for: Chawne Paige (Specify name and title of former incumbent) If replacement, former incumbent: ❑ Retired/Resigned/Terminated ❑ Transferred ® Promoted Date incumbent terminated employment: Date of final payout: Anticipated start date: 5/7/2024 No. of hours/week: 40 Work schedule: Monday -Friday 8:OOam-5:00pm Justification of need for position: Professional staff position required for primary development and management of collection, exhibition, and public art programs at the Waterloo Center for the Arts. What are the likely consequences if the position is not filled? Exhibition and collection programs, including museum and community partnerships and public art would be drastically reduced and eliminated. APPROVALS Annual salary requirements: $59987 Hourly Rate: $28.84 Benefits: $45.25/hr $94128.57 (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: Su . u. ittin e Head (Svd `Zt slonio J_ Chief Financial Officer 03/14/2024 01.49 PM EDT Otte/Tan0 &3'il 03/14/2024 01:30 PM EDT 7a0 Date Mayor 03/15/2024 09:37 AM EDT Date Human Resources Committee Chairperson Date Created 6/30/2017 La-vxc.e tA-1,.4". MIN 03/14/2024 01:42 PM EDT Date Human Resources Director Date Page 95 of 367 Check as applicable: PERSONNEL REQUISITION FORM To start recruiting or civil service process and/or ® To fill a vacancy ❑ Active Civil Service List Expires: A proposed job description and questionnaire must accompany this form at time of submission to Human Resources. Position Title: Curator/Assistant Director Department: Culture & Arts Reports To: Executive Director Work Location: Waterloo Center for the Arts Employment Status: ® Regular Full Time ❑ Temporary Full Time from to ❑ Regular Part Time ❑ Temporary Part Time from to ❑ Regular 7-Month ❑ Intern/Co-op Student from to Type of Position: Recommended Recruitment Sources: Civil Service Position: ❑ Yes ® No ❑ Internal Posting Only Bargaining Position: ❑ 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: ❑ New Position or ® Replacement Position for: Chawne Paige (Specify name and tine of former incumbent) If replacement, former incumbent: n Retired/Resigned/Terminated ❑ Transferred ® Promoted Date incumbent terminated employment: Date of final payout: Anticipated start date: 5/7/2024 No. of hours/week: 40 Work schedule: Monday -Friday 8:00am-5:00pm Justification of need for position: Professional staff position required for primary development and management of collection, exhibition, and public art programs at the Waterloo Center for the Arts. What are the likely consequences if the position is not filled? Exhibition and collection programs, including museum and community partnerships and public art would be drastically reduced and eliminated. APPROVALS .2-gcf4 i "7 Annual salary requirements: $59987 Hourly Rate: $28.84 Benefits: f53frlA (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 96 of 367 PERSONNEL REQUISITION The following questions are provided as guidelines to assist you in developing your rational for the position of Curator/Assistant Director in the Culture & Arts 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? Professional position directly responsible for the Waterloo Center for the Arts overall collection and exhibition programs is performed in consultation with the Culture and Arts Director and Collections/Exhibitions Committee, and pursuant to the Waterloo Center for the Arts organizational mission, but considerable leeway is granted for the exercise of independent judgement and initiatives. Supervises Registrar, Exhibition Technician/Preparator, temporary employees and volunteers. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? The position is a principle personnel member in functioning as a museum requiring vary specific skills sets and expertise in managing exhibition and collection programing, along with multiple long term project management experience. (3) How is the work of this position being accomplished now? There work of this position now is being conducted by the C&A Director and Registrar (Permanent Collection Manager). (4) Are the filled positions in your department currently being utilized to their maximum potential? We are completely maxed out if not beyond, due to vacant positions and or new hire on boarding. (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)? The programs produced by this positionhave almost and an immediate effect on the City of Waterloo and WCA, because the works is so public, in the form of exhibitions, public art, and programs directly tuned to public engagement, and collaboration with other departments, and organizations throughout the community. (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? Page 97 of 367 If filled this position will allow the Center for the Arts to run more effective, increasing programing and ultimately revenues, due to increase quality exhibition/collection programs. The product of this position is very public and often times covered in various media outlets. Amplifying the C&A departments dynamic programing in turn garnering additional support from patrons and donors. 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? Our department does not pay overtime. (7) 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. Over the last few fiscal years we have not be operating at full staff, however, ever the overall work load was in pace with the happening of the pandemic, and has been increasing as the community opens back up. Our overall, participation, services and visitation is.not tracking pre - pandemic levels. It is also worth noting the C&A Department has experienced a number of retirements, change of leadership, and several resignations. Within the last 6 months we have had to fill 5 FT positions. The department typically has 13 FT staff positions, of which we are currently operating at 11 FT, plus a number of PT support staff. (8) If this position is not filled, what affect will it have on your department? What work will not get done? What costs will you incur? Please be as specific as possible. We would have a major down turn in the departments exhibition & collection programing, along with drastically reduced support for community partnerships, public art and overall public programing, if not outright eliminating programs. (9) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? These tasks would fall to the Registrar and C&A Director. (10) 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? This would not appear to be a viable option. Page 98 of 367 Page 99 of 367 (11) How would you rank tlr', terms of its contribution to City business in comparison with other positions reporting to you? This is an essential position to functioning as a professional art museum with the stature of our collection holdings and management of the 11 galleries housed at the Waterloo Center for the Arts with each of their respective exhibition schedules. (12) How does this position impact the Goals and Objectives for the City adopted by the City Council? This position plays a key role in supporting Strategies "Fly the W", and "Power Up Downtown." It also indirectly supports a number of other strategies Note: Forrrwvar completed queson Department with original copy of P updated job description. uman Resources Requisition form 81 Page 100 of 367 Waterloo Cultural & Arts Commission CURATOR/ASSISTANT DIRECTOR Department: Waterloo Cultural & Arts Commission/Waterloo Center for the Arts FLSA: Full -Time Exempt Civil Service: Excluded Bargaining Unit: Non -Bargaining Hourly Rate: $28.84 General Description The Curator holds primary direct responsibility for the Waterloo Center for the Arts' overall collection and exhibition programs. Working in consultation with the Executive Director and a Collections/Exhibitions Committee, and pursuant to the Waterloo Center for the Arts' organizational mission, this person's duties include, but are not limited to, the following: plans and organizes the acquisition, storage, and exhibition of collections and related materials, including the selection of exhibition themes and designs; develops and maintains registration, cataloging, and basic recordkeeping systems; provides information from the institution's holdings to other curators and to the public; inspects premises to assess the need for repairs and to ensure that climate, pest -control, and security issues are addressed; trains and supervises curatorial staff including volunteers and interns; researches and negotiates potential purchases, sales, exchanges, or loans of collections; plans and conducts special research projects related to collections and exhibitions; conducts or organizes tours, workshops, lectures, symposia and other instructional sessions to acquaint individuals with the Center's facilities and materials; confers with the Executive Director to formulate and interpret policies, determine budget requirements, and to plan overall operations; attends meetings, conventions, and civic events to promote use of the Center's services, to seek financing, and to maintain community alliances; schedules events and organizes details including refreshments, entertainment, decorations, and collection of any fees; writes and reviews grant proposals, journal articles, institutional reports, and publicity materials; studies, examines and tests acquisitions to authenticate their origin, composition, history, and to assess their current value; arranges insurance coverage for objects on loan or for special exhibits, and recommends changes for coverage for the entire collection; establishes specifications for reproductions and oversees their manufacture. Examples of Essential Functions (Illustrative Only) These are considered essential for successful performance in the job classification: 1. Supervises and exhibition and collection team made up of a Registrar, and Exhibition Technician/Preparator. 2. Ability, without direct supervision, to plan, organize and carry out all activities necessary to complete individual job assignments. 3. Ability to communicate clearly and precisely both orally and in writing with co-workers, arts and educational organizations, and members of the public in the delivery of a variety of arts -based programs and services. 4. Ability to supervise and direct volunteers, paid staff members and contractual employees in the delivery of art programs and services. 5. Adequate vision including color vision, depth perception, and peripheral vision in order to perform assigned duties related to the interpretation of art in a variety of forms. 6. Ability to work with diverse groups of people from a broad variety of social, economic, racial, ethnic and cultural backgrounds. 7. Ability to move about frequently. 8. Ability to sit for extended periods of time while performing administrative functions within the office. 9. Ability to lift and carry objects up to 50 lbs. 10. Ability to operate a personal computer keyboard and other office functions. 11. Regular attendance on the job and at the work site is required. 12. Travel within the United States by car, truck or plane will be required. Some international travel may also be required. Page 101 of 367 Minimum Qualifications 1. Graduation from an accredited college or University with at least a Bachelor's Degree in Art History or related field. 2. At least three year's curatorial or related museum experience (can include volunteer experience, an internship or other unpaid experience). 3. Ability to use independent judgment to formulate ideas. 4. Ability to communicate both orally and in writing. 5. Ability to establish and maintain excellent relationships with members of the public, community groups, businesses and organizations. 6. Proficiency with computers, word processors and other office equipment with experience using a variety of communications, data and image management software programs. 7. Must have current Iowa Driver's License and satisfactory driving record based on the City of Waterloo driving record point system. A class D license with endorsement 2 for driving non-commercial vehicles weighing up to 26,000 lbs. will be required. 8. Following a conditional offer of employment, a candidate may be required to demonstrate he/she is able to perform the essential functions of this job classification. The City of Waterloo reserves the right to require physical examination, including 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. The City reserves the right to conduct a background investigation including employment and criminal history check. 9. Required to submit to and successfully pass oral and interview examinations. Work Schedule Generally 8:00-5:00pm Monday -Friday. Occasional overtime, weekend and evening hours. Must be available for meetings or activities that require the attendance of the Curator. CURATOR/ASSISTANT DIRECTOR MARCH 2024 Page 102 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Human Resources Director Human Resources Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Communication from the Fire Department on the notice of the conclusion of employment of Jeffrey Palmer, Fire Engineer, effective June 20, 2024, with recommendation of approval of payout of $11,366.23 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. PALMER PAYOUT 7-1-2024 Page 103 of 367 Page 104 of 367 CITY OF J/J4TERLOO To: City Council Members Re: Notice of Severance Department Waterloo Fire Rescue Job Title/Classification Fire Engineer Today's Date: 6/24/2023 Effective Date: 6/20/2023 Employment Date: 7/6/1998 This is to report that the employment of Jeff Palmer with the City of Waterloo has been severed by reason of: ❑J Retired Disability Related No ❑ Yes ❑ Resigned ❑ Termination ❑ Other In accordance with City Policy, it is requested to allow payment which consists of the following: Comments: 123.68 $ 31.04 $ 3,838.97 0.00 $ 31.04 $ - -84.00 $ 31.04 75% $ (1,955.45) 10.00 $ 31.04 $ 310.39 279.51 $ 31.04 $ 8,675.70 16.00 $ 31.04 $ 496.62 $ 31.04 $ - Total Payment 11,366.23 Approved by Date Human Resources _ Wick& Fache24' Date 06-24-2024 Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk (Copy in Personnel File) Council Agenda Date:7/1 /2024 KMICA Accruals ❑Status 111-9 Page 105 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Human Resources Director Human Resources Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Communication from the Police Department on the notice of the conclusion of employment of Joseph Leibold, Police Chief, effective 6/21/2024 with recommendation of approval of payout of $38,007.76 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. LEIBOLD PAYOUT 7-1-2024 Page 106 of 367 Page 107 of 367 CITY OF %4'ATERLO 0 IOWA Community of Opportunity City Council Notice of Employment Severance Today's Date: 6/12/2024 Department: Waterloo Police Department Effective Date: 6/21/2024 Job Classification: Police Chief Employment Date: 29/90-6/21/24 Employee Name: Joseph Leibold The employment with the named City of Waterloo employee has been severed by reason of: 2 Retired Disability Related E 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 Casual Hours Comp Time Pay Unscheduled Leave Other Pay Comments Approved by Human Resources 114 $ 336 $ 44 $ 8 $ 0 $ 0 $ 81.04 $ 81.04 $ 81.04 25°/0 $ 81.04 $ 81.04 $ 81.04 $ $ 9,238.56 27, 229.44 891.44 648.32 Total Payment $ 38,007.76 NCklcv FibcheLy Date 4P//3)ZYI Date 06/25/2024 Council Agenda Date: 7/1/2024 KMW Page 108 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department July 1, 2024 AGENDA ITEM TITLE Katy Susong, Board/Commission: Airport Board, Expiration Date:6/30/2028 [First Full]. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Boards and Commissions Application - Katy Susong Page 109 of 367 CITY OF TERLOO CITY OF WATERLOO, IOWA .� Commnityof OpportLniry BOARDS & COMMISSIONS APPLICATION Date:03/26/2024 Katherine (Katy) Susong , request to be appointed to (state preference): (Name) 1 , Airport Board 2. Home Phone:319-830-6385 cell Phone:319-830-6385 Work Phone:319-888-4903 Email Addresskaty@growcedarvalley.com Home Address5714 Arbors Drive, Cedar Falls, IA Zip Code50613 EmployerGrow Cedar Valley Title President and CEO Employer Address360 Westfield Avenue,Suite300,Waterloo Zip Code50701 How long have you resided in Waterloo? yrs Email address: List current membership in organizations and offices held: House of Hope Board of Directors (Board Member, Nominating Committee Chair) Junior League of Waterloo -Cedar Falls (Sustaining Member and Representative) am available for meetings: 11 A.M. E P.M. Z Noon ❑ Evenings I am available to serve on a Board/Commission the entire year: ()Yes ONo If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: I have lived and/or worked in Waterloo for my entire life. In my role as CEO of Grow Cedar Valley it is important to support critical services that directly impact our ability to grow and thrive as a community, like the airport. Additional information and comments that may not be evident from information already on this form: References (include phone numbers): Cary Darrah, Outgoing CEO, Grow Cedar Valley, 319-415-5005 Brandon Schoborg, CEO, Cardinal Construction, 319-232-5400 I understand this application does not bind me to accept an appointment should it be offered, nor does it guarantee an appointment to a Board/Commission. If selected, I will be available to attend appropriate training sessions. This application will remain valid and on file for one calendar year from above date. Katherine Susong Digitally signed by Katherine Susong Signature Date: 2024.03.27 09:04:24 -05'00' Rev 02/20/2020 RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 FAX 291-4286; EMAIL: mayors waterloo-ia.org; PHONE 291-4301 Page 110 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department July 1, 2024 AGENDA ITEM TITLE Arlene Humble, Board/Commission: Airport Board, Expiration Date:6/30/2027 [Amended]. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Boards and Commissions Application - Arlene Humble 2023 Page 111 of 367 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date: Sec 4 7 2O.( 3 1, Acteoe_, fG nn , request to be appointed to (state preference): (Name) (71 1. A r kJO-A 2. Home Phone: CeII Phone: 19---0)3n '-c 4a work Phone: 3 lcr-01'7 - 2 2. Q �. Home Address 46b r7 IC. 'PA) Occid-t‘let1 5l :a Zipcode 6-0 Co 1 3 Employer 4 :; 1 r J e Title QLe) n ("— Employer Address l �� �c�� 5f 0a-tp-C-4-6aLZipcode 50 LoI ? How long have you resided in ? 4 t) years n LL I 1 \r.� List current membership in organizations and offices held: I am available for meetings: Q.A.M. .M.-Noon ❑ Evenings I am available to serve on a Board/Commission the entire year: ❑ Yes ❑ No (check below) ❑ Spring ❑ Summer ❑ Fall ❑ Winter II Seasons Briefly explain your qualifications for appointment to a designated Board/Commission: boc .i o,-C.�e_r��rr�'i �lt�tl� CQ±Q U3cLQ C I \ V, o n� H . Additional information and comments that may not be evident from information already on this form: References (include phone numbers): raj 4-b Kcs SC�1� 1/dtq ,61r l-q'i 3 .31 - 40 -- ID/ I understand this application does not bind me to accept an appointment should it be offered, nor does it guarantee an appointment to a Board/Commission. If selected, I will be available to attend appropriate training sessions. This application will remain valid and on file for one calendar year from date above. 0-c-00—el___L— 4 l'l�l Signature 06103/2010 RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 FAX 291-4286; PHONE 291-4301. Page 112 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Leisure Services Department July 1, 2024 AGENDA ITEM TITLE Motion to receive and file Leisure Services Commission Board minutes of May 14, 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. Board Minutes 5-14-2024 Page 113 of 367 MINUTES WATERLOO LEISURE SERVICES COMMISSION TUESDAY, May 14, 2024 300 Jefferson Street The meeting was held in the Cedar Valley SportsPlex Multipurpose Room at 300 Jefferson Street. The meeting was called to order at 7:33am. Present: Council Liaison Dave Boesen, Jessica Rucker, Ellen Vanderloo, Tom Powers, Tom Christensen, Robert Welch, Allison Richter, Tim Moses Staff: Paul Huting, Chris Dolan, Travis Nichols, Bob Etringer, Todd Derifield, JB Bolger Absent: Nia Wilder Tom Christensen called for approval of the agenda. Ellen Vanderloo motioned to approve the agenda, second by Tom Powers. Ayes: All Nays: None Tom Christensen called for motion for the approval of the April 9, 2024 meeting minutes. Tom Powers motioned to approve the meeting minutes, second by Tim Moses. Ayes: All Nays: None REVIEW OF BILLS Tom Christensen called for approval of the bills. Questions were answered. Motion by Jessica Rucker to approve April 2024 bills, Tim Moses made a second. Ayes: All Nays: None PROJECT UPDATES — TRANSFORMING GATES AND BYRNES PARKS, SULENTIC PARK, GREENBELT LAKE Paul Huting updated the board on each project. Informational only. STAFF UPDATES Forestry — Todd Derifield Forestry — Plant Waterloo Tree Distribution went smoothly during the rain as we directed traffic through one of our storage buildings. The morning of Tuesday, May 7, there was a wind event that came through Waterloo shortly after 3am. We lost approximately 50 public trees in the community. Twenty of the trees were mature evergreen trees in the Byrnes Tennis Center. With a High School State Regional event scheduled the next day and state tennis the next week, the forestry crew used the assistance of a large crane to remove the uprooted trees from the tennis center. Sports and SportsPlex — Bob Etringer Cyclone Tailgate Tour was held Wednesday, May 15 at the SportsPlex. Which brought hundreds of visitors. Byrnes Pool will be opening June first for the season. At Riverfront Sports Park, Danes, and Tibbitts all the diamonds have been rented for the month of June. Boys Sate Tennis will be held at Byrnes May 21 st and 22nd. Girls State Tennis is scheduled for May 29th. Construction, Projects — Travis Nichols The construction continue to do the summer garbage route and park restroom cleaning. All restrooms are open that can be with a few closed due to repairs in the area. The crew continues to do park inspections and maintenance. They are working on repairs to the tennis courts at Byrnes and pool repairs. The docks are being scheduled for installation. Page 114 of 367 Golf and Downtown Area — JB Bolger The heavy rains have been causing some problems on the golf courses. We had about 6" of total rain in about 8 days which caused us to have to pull carts for the first time in a couple years. Downtown recreation trails went underwater I a couple spots when the Cedar River came up over the past weekend. We will be removing barricades and cleaning off and reopening the trails. Matthias landscaping completed repairs on seven total tree pits that had heaved and were causing trip hazards in the 300 block of West 4th street. This was approximately a $10,000 project. Flowers will be getting installed all over downtown in the next week and half. Huge credit to Main Street Waterloo as they take on the hanging flower baskets and rectangular concrete planters at intersections up and down 4th street. Additional locations that will be receiving flowers include the Sportsplex and Expo plaza in the numerous saucer planters. Grass is growing like crazy all over town. Crews are having a hard time keeping up. Seasonal staff is coming on line now so hopefully we will be able to catch up and provide better looking parks and properties. We have removed two bike racks for repair on East 4th street- one in front of Hungry Charlie's Lunchbox and one in front of Newton's Cafe. They will be reinstalled once they have been repaired. Young Arena — Chris Dolan Waterloo black Hawk season ended in the first round of the USHL playoffs to Lincoln. Young Arena was the host site for the USA Hockey Central District Select Camp May 10-12. Leisure Staff met with Kyle Gillespie with Rink-Tec International on Wednesday May 1 for an onsite visit to discuss the Young Arena ammonia Ice plant current condition as well as recommendations for future improvements. The next regular Leisure Services Commission Meeting will be held Tuesday, June 11, 2024, Allison Richter made a motion to adjourn the meeting, second by Jessica Rucker. Tom ristensen adjourned the meeting at 8:45am. , Secretary Jessica Rucker uH21flr Date Page 115 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department AGENDA ITEM TITLE Board of Adjustment meeting minutes of April 23, 2024. RECOMMENDED COUNCIL ACTION Approval. MEETING DATE July 1, 2024 SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. BoA Minutes April 23, 2024 Page 116 of 367 CITY OF WATERLOO, IOWA BOARD OF ADJUSTMENT MINUTES REGULAR MEETING - 4:00 P.M. APRIL 23, 2024 The regular meeting of the City of Waterloo Board of Adjustment was called to order by Chairperson Thornsberry at 4:00 p.m. via Zoom and in person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Jeri Thornsberry, John Beckman, Christopher Schmitz, and Craig Holdiman. Members present electronically were: None. Members absent were: Carole Gustafson. Others present were Aric Schroeder, Lexi Schneider, & John Dornoff — the Planning Department, and four citizens. Others present electronically were: Dave Boesen — City Council Ward 2. I. Approval of the Agenda It was moved by Holdiman and seconded by Beckman to approve the agenda. Motion carried unanimously. II. Approval of the Minutes from the regular meeting on March 24, 2024. It was moved by Schmitz, seconded by Holdiman, to approve the minutes of the March 24, 2024 special meeting. Motion carried unanimously. III. Decision Items 1. Request by Scott Dagit for a variance to the hard surfacing regulations to allow for a gravel driveway to a commercial building in the "M-2" Heavy Industrial District located at 1340 West Airline Highway. Dornoff read the staff report recommending approval of the request with the following conditions: 1) That in the event the applicant were to sell the property to an industrial or commercial user or if the dwelling is demolished, the access driveway and parking areas will have to be hard surfaced according to the specifications as outlined in the Zoning Ordinance and 2) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc. Thornsberry asked if there would be a lien on the property if it was sold to which Dornoff stated no, but it will be listed in conditions. Holdiman stated that it would be on the abstract if the building was sold to which Dornoff responded only if the resolution was recorded. Dornoff further stated that the Board could add a condition that the variance is recorded. Scott Dagit, 5320 Fjord Drive, Cedar Falls, stated he was available to answer questions. Thornsberry asked for confirmation that the gravel would come off of the paved area to which Dagit stated yes. Page 117 of 367 City of Waterloo Board of Adjustment April 23, 2024 Beckman asked for conformation that this was the same game plan as the other property and the person residing in the house will not have access to the building to which Dagit stated similar situation but he may allow his friend who lives in the house to store some stuff in it. It was moved by Beckman, seconded by Holdiman, to approve, per staff recommendation, the request by Scott Dagit for a variance to the hard surfacing regulations to allow for a gravel driveway to a commercial building in the "M-2" Heavy Industrial District located at 1340 West Airline Highway with the following conditions: 1) That in the event the applicant were to sell the property to an industrial or commercial user or if the dwelling is demolished, the access driveway and parking areas will have to be hard surfaced according to the specifications as outlined in the Zoning Ordinance; 2) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc.; and 3) the resolution is recorded. Motion carried unanimously. 2. Request by Antioch Baptist Church for a Special Permit to allow for an agricultural building (greenhouse) on separate lots from the main church and a variance to allow for a 15' rear yard setback, 5' less than the 20' required in the "R-2" One and Two Family Residence District located south of 215 Oneida Street. Schnieder read the stall report recommending approval of the request with the following condition: That the applicant applies for a building permit for the structure. Thornsberry stated that the United Stated Department of Agriculture considers this a temporary structure so questioned why it would need a building permit to which Dornoff responded that while the USDA may consider it temporary the building code has its own guidelines. Holdiman asked which is the rear yard since it is covered by streets on three sides to which Schneider stated it the west property line which is the one without a street is considered the back yard. Beckman asked if the lots to the east are privately owned or city owned to which Dornoff responded that they are privately owned. Boesen asked if this is a temporary structure, then how long can this structure be up since it has already been up for a year to which Thorsberry answered that the life of these hoop buildings is about five years or so. It was moved by Schmitz, seconded by Beckman, to approve per staff recommendation the request by Antioch Baptist Church for a Special Permit to allow for an agricultural building (greenhouse) on separate lots from the main church and a variance to allow for a 15' rear yard setback, 5' less than the 20' required in the "R-2" One and Two Family Residence District located south of 215 Oneida Street with the condition that the applicant applies for a building permit for the structure. Motion carried unanimously. 3. Request by Brooke Tomkins for a Special Permit to allow for an Urban Animal Hobby Farm with 3 chickens in the "R-2" One and Two Family Residence District located at 1914 Baltimore Street Schneider read the staff report recommending denial of the request although noting that the applicant did get the signatures of three abutting property owners but not the fourth but stated there were multiple calls and submittals of opposition to this request. -2 Page 118 of 367 City of Waterloo Board of Adjustment April 23, 2024 Schmitz asked if the complaint to Code Enforcement were one person or multiple to which Dornoff responded that Code Enforcement records each complaint individually. It was moved by Holdiman, seconded by Beckman, per staff recommendation to deny against staff recommendation the request by Brooke Tomkins for a Special Permit to allow for an Urban Animal Hobby Farm with 3 chickens in the "R-2" One and Two Family Residence District located at 1914 Baltimore Street . Motion carried unanimously. 4. Request by Blake Bomkamp for a Special Permit for the expansion of a storage facility, adding three new buildings and a variance to the hard surfacing requirements to allow for recycled asphalt in the "C-2" Commercial District located at 4036 Logan Avenue. Dornoff read the staff report recommending approval of the request with the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc.; 2) That a fence of at least 6 feet in height be installed along the property lines adjacent to the residential properties in the area of expansion, which can consist of chain link fence with slats to screen the use; and 3) The existing detention basin needs to be restored to Engineering's satisfaction, and a new detention needs to be installed for the additional development. Driveway approaches must meet the engineering requirements for hard surfacing. Thornsberry asked if the drainage basin is the only drainage plan that needs to be submitted to which Knutson answered that there is an existing detention basin along Big Rock Road that needs to be brought back up to standards however any new construction will require a new site and drainage plan. Beckman asked about the statement in the staff report that says that the site plan may not be able to meet setbacks and have room for storm water detention to which Knutson explained the ways that the applicant could meet the storm water regulations. Thorsberry asked why is chain link with slats ok in this situation when in most cases they are avoided because the wind damage the slats and they look terrible to which Dornoff responded that the Planning, Programming, and Zoning Commission felt in this case the stats were fine and its on the edge of the city. Thornsberry asked what the alternative is to the slats to which Dornoff resonded he would need to put in a solid fence. Beckman asked that if the slats were approved and it deteriorates and for clarification on the location of the fence to which Dornoff responed that it if the fence became deteriorated then it would become a Code Enforcement issue and showed which property lines the fenced need to be installed along. Boesen notes that when they came to the Board of Adjustment last year the lot was going to be used for camper and vehicle storage and if buildings were put up they would need to abide by the hard surfacing requirements. Blake Bomkamp, 1823 Rainbow Drive, stated that the previous owner did get the hard surfacing variance and it was going to be used for trailer parking which would have a lot more traffic than this proposed use with the new buildings and feels that a variance for crushed asphalt would be an appropriate solution. Leonard Wulf, 53 Big Rock Road, stated he cannot see how they can put up three buildings and put in a retaining pond because they are at the bottom of the hill and when it rains hard or get rapid snow melt -3 Page 119 of 367 City of Waterloo Board of Adjustment April 23, 2024 they get water in their garages. Wulf also statedt that they are concerned about the dead trees along the property line. Knutson noted that the situation with the trees needs to be resolved between property owners. Thornsberry states that the storm water requirements have been tightened over the years even since this property got its first special permit in 2005. Bomkamp stated that they plan to be up to code with the site and drainage plan. It was moved by Beckman, seconded by Holdiman, to approve per staff recommendation the request by Blake Bomkamp for a Special Permit for the expansion of a storage facility, adding three new buildings and a variance to the hard surfacing requirements to allow for recycled asphalt in the "C-2" Commercial District located at 4036 Logan Avenue with the following conditions: 1) That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, drainage, etc.; 2) That a fence of at least 6 feet in height be installed along the property lines adjacent to the residential properties in the area of expansion, which can consist of chain link fence with slats to screen the use; and 3) The existing detention basin needs to be restored to Engineering's satisfaction, and a new detention needs to be installed for the additional development. Driveway approaches must meet the engineering requirements for hard surfacing . Motion carried unanimously. IV. Discussion 1. Adoption of House File 2388, an Act relating to the regulation of styles and materials used for residential building exteriors. The next meeting of the City of Waterloo Board of Adjustment will be on June 25, 2024. V. Adjournment Thornsberry adjourned the meeting at 4:57 p.m. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner II -4 Page 120 of 367 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 July 1, 2024 AGENDA ITEM TITLE Historic Preservation Commission minutes of April 16, 2024 and May 21, 2024. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Historic Minutes 4-16-24 2. Historic Minutes 5-21-24 Page 121 of 367 WATERLOO HISTORIC PRESERVATION COMMISSION MINUTES REGULAR MEETING — April 16, 2024— 4:30 P.M. The meeting was held in the Mollenhoff Room at City Hall Chairperson Gilbert called the regular meeting of the City of Waterloo Historic Preservation Commission to order at 4:30 p.m. Commission Members present were: Jared Hottle, Nick Hedrick, Ed Ottesen, Cole Weliver, Matthew Gilbert, Terry Stevens, and Susan Price Commission Member(s) absent were: Hector Salamanca Arroyo and Ivan Valtchev Others present were: Lexi Schneider - Planning Staff, Ed Gallagher — Grout Museum, and Letitia Pines — Applicant Approval ofAjienda Motion made by Ottesen, seconded by Hottle to approve the agenda of the April 16, 2024 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Hottle, seconded by Weliver to approve the minutes of the March 19, 2024 regular meeting. Motion carried unanimously. Oral Presentations No Report Hearings 1. Request by Letitia Pines, on behalf of Metro Investments East, LLC for a Certificate of Economic Hardship to allow for the demolition of an "A" rated structure located at 116 Virden Street. Schneider presented the staff report for the request. Letitia Pines explained the fire damage to the structure was significant and Code Enforcement is requesting the home be demolished. The commission questioned how the fire started, to which Pines noted the tenant made someone mad and the individual threw something inside the home. Gilbert questioned if they plan to rebuild on the same property. Letitia explained there is no plan to rebuild there right now due to building costs. Motion made by Hedrick, seconded by Price to approve the request by Letitia Pines, on behalf of Metro Investments East, LLC for a Certificate of Economic Hardship to allow for the demolition of an "A" rated structure at 116 Virden Street. Motion carried unanimously. -1- Page 122 of 367 Reports 1. Main Street Ottesen stated the Design Council reviewed one request at their last meeting. The parklets will be coming soon. Volunteers are still needed for different events which can be found on the Main Street Waterloo website. Donations are also still needed for flowers. Main Street Waterloo has received $6,000 in donations but needs $10,000. Volunteer spots to water the flowers are still open on a few weekdays. Nick Hedrick was nominated to the Cedar Valley Volunteers Board. 2. Silos and Smokestacks. No Report. 3. Grout Museum Gallagher informed the commission that the Grout is still looking for an Executive Director. The Grout Museum is excited to host the Historic Preservation Commission Awards Ceremony on May 16, 2024. The garden tour will be coming up. The dinosaur exhibit will be at the Imaginarium from May to September. The exhibit is coming from the Children's Museum in Minnesota. 4. Project Update No Report. 5. Highland Weliver explained the gardens will return this year and there is now a shed for the garden tools. The park clean up event is set to be held in two and a half weeks. 6. Walnut Gilbert stated the Q3 Action Team has been working on possibly implementing a park at the corner of Almond and Clay Street. ISU extension and outreach will be working as the landscape architect for the project. The anticipated completion date for the park is sometime during 2025. Discussion Items/Possible Action Items 1. 2024 HPC Awards Banquet Schneider noted she will be sending invitations out on April 17, 2024. Speaking assignments for each portion of the presentation need to be made. The commission went through the presentation. Hottle volunteered to speak on the Endangered Properties List. Gilbert volunteered himself and Stevens to speak about the Civil Rights Project. Price agreed to speak about the commission's collaborations. Gilbert and Valtchev will present the 2024 awards to the winners. Ottesen volunteered to present information about what has been happening in the historic districts this -2- Page 123 of 367 year and to speak on the Dunsmore House. Stevens will cover the 2024 Art Project. Hedrick volunteered to talk about the Highland Historic Map on the City of Waterloo website. Hottle noted that the Board of Realtors should be removed from the collaborators slide and Gilbert explained the Youth Art Team can replace them. The commission decided to have a slideshow before and after the awards ceremony that goes through the past award winners, rather than presenting them during the ceremony. Schneider asked how the commission wants to go about getting feedback from attendees on the Dunsmore House. Hedrick questioned if the commission can have a few laptops at a couple cocktail tables that people could fill out a survey and have QR codes planted on other tables so they can fill out the form on their own device. Schneider asked what they want to ask in the survey. The commission noted they would like to ask how the site can be improved; should it be a public space or a private home, and whether the individual would be interested in a project like this. 2. School Art Project 2024 Gilbert mentioned that Stevens has been in contact with the Boys and Girls Club. The Furgerson-Fields Park basketball court art is moving ahead with execution of the design planned for the middle of June. The Youth Art Team plans to hold a dedication ceremony for the project. 3. Dunsmore House Hedrick questioned if a work session has been set up with the City Council for May 20, to which Schneider noted she will contact the clerk's office to get one set up. 4. Main Street Waterloo Collaboration No Report 5. Other Collaborations Hottle stated Gilbert and himself attended a meeting with the Board of Realtors where they discussed holding a luncheon that would give realtors a continuing education credit and inform them of the SHPO process and other historic guidelines. 6. City -Owned Properties and Demo List Schneider noted 1003 Vine Street did go out for bid and one bid was received. The city is working with the individual on the details of the project. 7. Maps No Report 8. Goals and Action Plans -3- Page 124 of 367 No Report Discussion Items: No Report Design Guidelines: No Report. Adjournment Chairperson Gilbert adjourned the meeting at 5:30 p.m. Respectfully submitted, Lexi Schneider Planner I 4- Page 125 of 367 WATERLOO HISTORIC PRESERVATION COMMISSION MINUTES REGULAR MEETING — May 21, 2024— 4:30 P.M. The meeting was held in the Mollenhoff Room at City Hall Chairperson Gilbert called the regular meeting of the City of Waterloo Historic Preservation Commission to order at 4:30 p.m. Commission Members present were: Jared Hottle, Nick Hedrick, Ed Ottesen, Cole Weliver, Matthew Gilbert, Susan Price, and Terry Stevens (attended via zoom) Commission Member(s) absent were: Hector Salamanca Arroyo and Ivan Valtchev Others present were: Lexi Schneider - Planning Staff, Tim Kuhlmann — Cedar Valley Historical Society, Ernest Clark and Elaine Eggers — Applicant, and Cierra and Landon Newman Approval ofAienda Motion made by Hedrick, seconded by Susan to approve the agenda of the May 21, 2024 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Hedrick, seconded by Susan to approve the minutes of the April 16, 2024 regular meeting. Motion carried unanimously. Oral Presentations No Report Hearings 1. Request by Ernest Clark and Elaine Eggers for a Certificate of Appropriateness to allow for the installation of vinyl shingles on the side of the home at 226 Alta Vista Avenue. Gilbert presented the staff report for the request. Clark explained they anticipated the paint job on the home to last longer than it did. The cedar shakes are becoming rotten and need to be replaced with something. There are many products now that look like shake but are not cedar. The applicants noted they are not trying to cheapen the look of the home; they would struggle to replace the siding with cedar shakes. They are looking for a recommendation on what type of siding to use. Price questioned if they would repaint the bottom portion of the siding, to which the applicants noted they would need to repaint the bottom portion of the siding. It was asked what material the presented shakes are, to which Clark noted it is vinyl. Clark stated Ken Orchard advised against composite siding due to water absorption. -1- Page 126 of 367 Ottesen and Price noted they would like to see the design of the corners and trim pieces and would like to see samples of the siding before they approve anything. Motion made by Hedrick, seconded by Price to table the request by Ernest Clark and Elaine Eggers for a Certificate of Appropriateness to allow for the installation of vinyl shingles on the side of the home at 226 Alta Vista Avenue. Motion carried unanimously. 2. Request by Latasha Frost for a Certificate of Appropriateness to allow for the replacement of wood windows with fiberglass windows and the replacement of the roof shingles at 100 Highland Avenue. Gilbert summarized the request. Hedrick noted there have been multiple changes made to the exterior of the property since 2021 that have not come before the Historic Preservation Commission when they should have. The commission discussed what would occur if they denied the request, to which it was noted that the applicant would not be able to replace the windows and roof. Ottesen questioned what the new windows will look like and why 60% of the windows have already been replaced with fiberglass. It was also asked when the fiberglass windows were installed. Motion made by Hedrick, seconded by Ottesen to approve the request by Latasha Frost for a Certificate of Appropriateness to allow for the replacement of wood windows with fiberglass windows and the replacement of the roof shingles at 100 Highland Avenue. Motion failed unanimously. Motion made by Price, seconded by Hedrick to table the request by Latasha Frost for a Certificate of Appropriateness to allow for the replacement of wood windows with fiberglass windows and the replacement of the roof shingles at 100 Highland Avenue for the request of more information on what materials and designs are being proposed. Motion carried unanimously. Building/Project Consultation 1. Cierra Newman — 319-321 E 4th Street Cierra Newman gave a presentation on the Martin project at 319-321 E 4th Street. She explained she has a development agreement with the city to restore the building into two apartments and commercial space. She has met with SHPO and received feedback from them. She is looking for a letter of support for the Iowa Workforce Housing Tax Credits from the commission. The plans for the exterior and the interior of the building were presented. They plan to maintain as much of the historical significance of the building as possible. Hedrick noted that he is very excited for the project and impressed with the work that has already been completed. Gilbert thanked Cierra and Landon for their investment in the community. -2- Page 127 of 367 Hottle asked the Newman's how the commission can get more people interested in doing projects like this. Cierra and Landon noted they can review the project with the commission at each stage of the restorations. They noted David Deeds has given them great guidance with the project and is a great asset to Waterloo. Each project like this one is very cash intensive and an acquisition grant could help more people to start rehabilitation projects. Reports 1. Main Street Ottesen stated the Design Council has reviewed requests for the Courier Building including the removal of the metal panel siding to see what is under the metal panels. The Design Council has also reviewed a request for the Human Rights Commission signs on the old Carnegie library along East 5th Street. The Red Apple installed brown metal panels on their building and the Design Council did not approve them, so they will have to be removed. Ottesen noted that the first FridayLoo of the summer is this Friday. 2. Silos and Smokestacks. No Report. 3. Grout Museum No Report. 4. Project Update No Report. 5. Highland Hedrick noted a grant was received to install a fence in the garden. 6. Walnut Gilbert stated the safety committee is still working in the Walnut Neighborhood. Discussion Items/Possible Action Items 1. 2024 HPC Awards Banquet Gilbert thanked all the commission members who were able to attend the Historic Preservation Commission event. 2. School Art Project 2024 No Report -3- Page 128 of 367 3. Dunsmore House Schneider noted the Dunsmore House work session has been scheduled for June 3, 2024. A presentation was sent via email to commission members on Monday. Schneider asked for commissioners to review the presentation and send any changes to the presentation they feel are needed. Schneider explained four Dunsmore House surveys were received from attendees at the banquet. Gilbert and Ottesen stated they are able to attend the work session on June 3, 2024. 4. Main Street Waterloo Collaboration No Report 5. Other Collaborations Hottle noted he has not heard back from the Board of Realtors. At the last discussion with the Board of Realtors they noted having multiple communities speak at a luncheon because the Board covers an area larger than just Waterloo. At the next realtor's luncheon, Hottle is going to try to speak with them again. Hottle asked for a contact for the Decorah Historic Preservation Commission because they have had many historic preservation projects and would be a good one to have at the luncheon. 6. City -Owned Properties and Demo List No Report 7. Maps No Report 8. Goals and Action Plans No Report Discussion Items: Stevens noted the Knights of Pythias is a good location for a local historic designation or a national historic designation, as it would add a positive thing for the east side of Waterloo. Stevens explains she has spoken with Bev Crosby about her continued research on the building. Schneider stated she can print the Iowa Site Inventory Form that was completed by Thomas Zahn and Associates for this location and bring it to the next meeting for Stevens. Design Guidelines: No Report. -4- Page 129 of 367 Adjournment Chairperson Gilbert adjourned the meeting at 5:48 p.m. Respectfully submitted, Lexi Schneider Planner I s- Page 130 of 367 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 July 1, 2024 AGENDA ITEM TITLE Planning, Programming, and Zoning Commission minutes of April 9, 2024. RECOMMENDED COUNCIL ACTION Approval. SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. P&Z minutes April 9, 2024 Page 131 of 367 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING, AND ZONING COMMISSION REGULAR MEETING - 4:00 P.M. APRIL 9, 2024 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Chairperson Trost at 4:00 p.m. via Zoom and in person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Steve Trost, Cody Leistikow, Eric Donat, Brandon Schoborg, Phillip Shirk, and Kristen Schaefer. Members present electronically were: Janelle Ewing Members absent were: Patrisha Serfling (one position is vacant). Others present were: Aric Schroeder, Lexi Schneider, and John Dornoff — Planning Department; Jamie Knutson — City Engineer; and 5 citizens. Others present electronically: Dave Boesen — City Council Liaison. I. Approval of the Agenda It was moved by Schoborg and seconded by Leistikow to approve the agenda. Motion carried unanimously. II. Approval of the Minutes from the regular meeting on March 12, 2023. It was moved by Donat and seconded by Schoborg to approve the minutes of the March 12, 2024 meeting. Motion carried unanimously. III. Financial Report February 2024. Schroeder reviewed the financial report. It was moved by Schoborg and seconded by Donat to receive and place the financial report on .file. Motion carried unanimously. IV. Oral Presentations There were no oral presentations. V. New Business A. Hearings — Rezones 1. Request by the City of Waterloo to rezone approximately 2.17 acres from "M-2" Heavy Industrial District to "C-P" Planned Commercial District in order to allow for redevelopment of the Rath Administration Building into 87 affordable senior housing units located at 1515 Sycamore Street. It was moved by Donat and seconded by Schoborg to receive and place on file the statement of verification at 4:02 p.m. Motion carried unanimously, and Trost declared the hearing open. Schnieder read the staff report recommending approval of the request with the following condition: that the final site plan meets all applicable city codes, regulations, etc. including but not limited to parking, landscaping, drainage, etc. Page 132 of 367 Planning and Zoning Commission April 9, 2024 Donat asked who would be running the facility, to which Schroeder stated he was not sure, but it would be a private entity. Schoborg noted there are currently 36 parking spaces and wondered how they were going to meet the 54 requirements, to which Schroeder responded that they do show a new parking lot that will have 84 spaces. It was moved by Schoborg, seconded by Schaefer, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:10 p.m. It was moved by Schoborg, seconded by Leistikow, to recommend approval of the request by the City of Waterloo to rezone approximately 2.17 acres from "M-2" Heavy Industrial District to "C-P" Planned Commercial District in order to allow for redevelopment of the Rath Administration Building into 87 affordable senior housing units located at 1515 Sycamore Street with the following condition: that the final site plan meets all applicable city codes, regulations, etc. including but not limited to parking, landscaping, drainage, etc. Motion carried unanimously. 2. Request by King Automotive to rezone approximately 1.76 acres from "C-2" Commercial District to "M-1" Light Industrial District to allow for expansion of an existing salvage yard located south of 275 Rampart Lane. It was moved by Schoborg and seconded by Shirk to receive and place on file the statement of verification at 4:13 p.m. Motion carried unanimously, and Trost declared the hearing open. Schneider read the staff report recommending approval of the request. Leistikow asked if there would need to be conditioned for screening put into place, to which Schroeder responded that the applicant would need to come back and request a Special Permit for the site, and that is when screening requirements will come into place. It was moved by Schoberg, seconded by Donat, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:19 p.m. It was moved by Leistikow, seconded by Shirk, to recommend approval of the request by King Automotive to rezone approximately 1.76 acres from "C-2" Commercial District to "M-1 "Light Industrial District to allow for expansion of an existing salvage yard located south of 275 Rampart Lane. Motion carried unanimously. 3. Request by Cedar Valley Lawn Care for a Site Plan Amendment for a new commercial building in the "C-2" Commercial District and "C-2, C-Z" Conditional Zoning District located south of 4121 Alexandra Drive. It was moved by Donat and seconded by Shirk to receive and place on file the statement of verification at 4:20 p.m. Motion carried unanimously, and Trost declared the hearing open. Dornoff read the staff report recommending approval of the request with the following conditions: 1) The final site plan must meet all applicable city codes and regulations, including but not limited to parking, landscaping, screening, drainage, setbacks, etc. 2) The east property line is landscaped to provide a buffer with the residential properties to the east, with understory trees spaced a maximum of 30 feet apart. -2- Page 133 of 367 Planning and Zoning Commission April 9, 2024 Trost asked if there were any regulations on parking lot lighting when it comes to a commercial building located next to residential properties, to which Schroeder responded that the Zoning Ordinance does not go into a lot of detail but does have a provision in the parking regulations that prohibit lighting from shining on adjacent properties. Schoborg asked what the building's use would be, to which Schroeder responded that the applicant also owns the property to the south and east, and a portion of the building will be for the applicant's business, with the rest available for lease. Leistikow noted that it appears from the topography that the new building will be lower than the residential properties to the east to which Schroeder confirmed. Nick Brewer, 2920 Cedar Falls, Cedar Falls representing the applicant noted he was available to answer any questions on the project. Leistikow asked if the business was operating at this location already and if the business will be operating into the evening hours, to which Brewer responded that the site is currently a vacant lot and the use is primarily going to be office space. It was moved by Schoborg, seconded by Donat, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:29 p.m. It was moved by Schaefer, seconded by Leistikow, to recommend approval of the request by Cedar Valley Lawn Care for a Site Plan Amendment for a new commercial building in the "C-2" Commercial District and "C-2, C-Z" Conditional Zoning District located south of 4121 Alexandra Drive with the following conditions: 1) The final site plan must meet all applicable city codes and regulations, including but not limited to parking, landscaping, screening, drainage, setbacks, etc. 2) The east property line is landscaped to provide a buffer with the residential properties to the east, with understory trees spaced a maximum of 30 feet apart. Motion carried unanimously. B. Special Permit 1. Request by Brooke Tomkins for a Special Permit to allow for 3 chickens in the "R-2" One and Two Family Residence District located at 1914 Baltimore Street. Schneider read the staff report recommending denial of the request. Donat asked if the rules for Urban Animal Hobby Farms had changed since he was on the commission, to which Schroeder responded that they had not; although there had been some discussion and requests from the community to consider changes, no changes have been made yet. Donat stated it appears that there is not enough room to have the chickens on the site. Trost noted that there has been discussion on amending the Ordinance, and a couple of hobby farms have come before the Commission, but allowing them at this location would set a precedent. Leistikow noted he lives on Baltimore Street and stated that there is no property on the west side with enough room for chickens; however, there are some larger lots on the east side of the street that are very large and would have room for chickens. -3 Page 134 of 367 Planning and Zoning Commission April 9, 2024 Boesen asked if it was a rental property, to which Schroeder responded that the father owned it, but a daughter and future son-in-law were requesting to have the chickens. Shirk and Trost noted that the applicant's letter has the signatures of three surrounding property owners who are not opposed to the chickens on the site. It was moved by Leistikow and seconded by Donat to recommend denial of a request by Brooke Tomkins for a Special Permit to allow for 3 chickens in the "R-2" One and Two Family Residence District located at 1914 Baltimore Street. Motion carried unanimously. 2. Request by Blake Bomkamp for a Special Permit for the expansion of a storage facility adding three new buildings in the "C-2" Commercial District located at 4036 Logan Avenue. Dornoff read the staff report recommending approval of the request with the following conditions: 1) The final site plan must meet all applicable city codes, regulations, etc., including, but not limited to, parking, landscaping, drainage, etc., and 2) That a solid fence of at least 6 feet in height be installed along the east property line. Dornoff also noted that staff did receive a letter that stated they are not opposed to the Special Permit request, then went on to discuss things not germane to the request on hand and Trost stated that he thought the letter was well -thought-out and reasoned but should have been directed at others within the city. Donat asked if the applicant had met the items outlined in the staff report, to which Schroeder responded that the applicant had been made aware of them and noted that the applicant has a purchase agreement for the property but does not own it yet, but once the Special Permit is approved then he will close on the purchase of the property and work to deal with all the conditions. Blake Bomkamp, 1823 Rainbow Drive, asked if a final site plan would have to come back through this board, the applicant does not see the need for a solid fence when the boarding properties are zoned "C-2" and "A-1", and Bomkamp also asked if slats in a chain link fence meeting the requirements. Schroeder stated that the final site plan is for internal review unless significant changes are made, that both of the adjacent properties are residential, and normally fencing is required when adjacent to a residential property despite what the zoning is, and Schroeder noted when it came to the type of fence, the Commission could review that and make a recommendation however, staff favors a solid wood or vinyl fence and not chain link with the slats. Schroeder noted that a chain link fence with slats can provide as much visual screening as a solid fence does but does so in a way that is not residentially compatible but there appears to be uniqueness because the properties are not zoned residential. Schoborg noted that the previous Special Permit was approved in October 2023, and the fence was never put up, but whose responsibility is it to ensure that the conditions are met to which Schroeder responded that it would be the Planning Department's responsibility to check to make sure the fence was put up however not that much time has passed since the approval and the applicant did not start any of the other work that required the fence to be installed. Trost noted the one property to the south is zone "C-2" and Bomkamp states that the other property to the east is zoned "A-1" Trost asked what the condition was for the fencing with the approval back in October, 2023 to which Schroeder responded that it was required for a solid fence along the area that was too be expanded but not along existing areas. -4 Page 135 of 367 Planning and Zoning Commission April 9, 2024 Bomkamp noted that a chain -link fence runs along the east side adjacent to the property zoned "C-2" and the existing storage building. Bomkamp also asked if crushed asphalt would be allowed since it is a large area that needs the hard surfacing but low traffic, and the crushed asphalt is very hard once set up but also drains well to which Schroeder responded that it would be a variance to the request which the Planning, Programming and Zoning Commission hears the Special Permit request and makes a recommendation, but they can also discuss variances nut the Commission does not provide a recommendation on variances which is the prevue of the Board of Adjustment. Leistikow stated that he does not feel that the Commission can make a recommendation on something the Board of Adjustment has already decided on. Trost asked for clarification on whether the Zoning Ordinance currently requires solid paving, to which Schroeder responded yes. Bomkamp asked for clarification on the need to improve the existing detention pond and whether they could start work on the expansion while working on the pond or if they had to finish it before any expansion could take place. Knutson answered that either way was fine with the Engineering Department, but the existing detention pond did need to be cleaned out and brought up to standards. Leistikow stated that since there is already a chain -link fence in some areas, he does not see a problem with it so long as it provides some screening. Schoborg, however, noted that when the last request for this property was approved, it did not say it had to be a solid fence but asked when the existing fence was put up. Schroeder responded that he was not sure when that fence was put up, but it was not required to be a solid fence, and it had been many years. Schroeder noted that at this time, staff has not been willing to update the Code to allow for recycled asphalt as an approved hard surface, but there have been a few variances approved for it. Boesen stated that he sits in on the Board of Adjustment meetings, and when the Board approved the previous Special Permit and the variance for the northern portion to be gravel for 3 years, it was explained to the Board that it was just going to be used for parking for campers and motor homes and new construction was never brought into that discussion. It was moved by Schoborg and seconded by Donat to recommend approval of a request by Blake Bomkamp for a Special Permit for the expansion of a storage facility, adding three new buildings in the "C-2" Commercial District located at 4036 Logan Avenue with the following conditions: 1) The final site plan must meet all applicable city codes, regulations, etc., including, but not limited to, parking, landscaping, drainage, etc. 2) that a fence of at least 6 feet in height and be minimum of chain link with slats be installed along the east property line 3) that the existing detention basin be restored to the Engineers satisfaction and 4) a new detention basin needs to be installed for the expansion and 5) all vehicular use areas must meet the hard surfacing requirements by October 31, 2006 when the variance issued by the Board of Adjustment expires. Motion carried unanimously. C. Plats 1. Request by Riverbank Investments LLC for the Minor Plat of Grattan Addition, a 3-lot commercial subdivision in the "C-2" Commercial District located at 935 Sheerer Avenue. -5- Page 136 of 367 Planning and Zoning Commission April 9, 2024 Dornoff read the staff report recommending approval of the request. Schoborg stated his confusion about the lines on the plat to which Schroeder explained. Dan Arends, VJ Engineering, stated he was available to answer questions and noted that there is so much parking right now that the applicant does not need. It was moved by Schoberg and seconded by Shirk to recommend approval of a request by Riverbank Investments LLC for the Minor Plat of Grattan Addition, a 3-lot commercial subdivision in the "C-2" Commercial District located at 935 Sheerer Avenue with the condition that the plat be updated as required by Engineering before being sent to the City Council. Motion carried unanimously. D. Zoning Ordinance Amendments 1. Amendment to the City of Waterloo Zoning Ordinance (floodplain regulations). Schroeder went over the request. Schoborg asked if there were many changes to the maps, to which Schroeder responded that there is some increased Floodplain in the Southland area, but there are also areas where the new maps are not covering. It was moved by Donat and seconded by Schoborg to recommend approval of an Amendment to the City of Waterloo Zoning Ordinance (floodplain regulations). Motion carried unanimously. VI. Discussion The next meeting of the Planning, Programming, and Zoning Commission will be held on May 14, 2024. VII. Adjournment It was moved by Schoborg and seconded by Leistikow to adjourn the meeting at 5:20 pm. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner II -6 Page 137 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department July 1, 2024 AGENDA ITEM TITLE Liquor Licenses a. Plezi Bar and Entertainment, 504 Sycamore St., Class C Alcohol w/Catering and Sunday Sales (New) Exp: 6/30/2025. b. Applebee's Neighborhood Grill & Bar, 2780 Crossroads Blvd., Class C Alcohol w/Sunday Sales (Renewal) Exp: 6/23/2025. c. Kwik Star #723, 707 Broadway St., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/21/2025. d. Kwik Star #732, 324 Fletcher Ave., Class B Alcohol w/Sunday Sales (Renewal) Exp: 7/31/2025. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 138 of 367 ATTACHMENTS None Page 139 of 367 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE 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 and commercial space for a daycare and community center located at 1721-1729 Mulberry Street. 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 commercial space for a potential daycare and community center. 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. The Planning, Programming, and Zoning Commission voted 6-0 to recommend approval of the request at their June 11, 2024 meeting, and there was no opposition. 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. Page 140 of 367 DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS A public hearing was held by the Planning, Programming, and Zoning Commission on June 11, 2024 where the Commission voted 6-0 to recommend approval and notices were mailed out to property owners within 250 feet and there was opposition to the request. 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 part thereof contained in the parcel depicted in Plat of Survey 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 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 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 of 367.9 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 - Aerial Map 3. 1721 - 1729 Mulberry - M2 to CP - Overview Map 4. 1721-1729 Mulberry Street Plans_ 5. Rezoning Application Page 141 of 367 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 142 of 367 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 143 of 367 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 144 of 367 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 145 of 367 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 146 of 367 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 147 of 367 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 148 of 367 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 149 of 367 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 �nFvn.on nines 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 150 of 367 June 11, 2024 TECH REVIEW STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: During tech review engineering stated they will need a site plan and detention plan for the parking lot. 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 151 of 367 Ir I MULBERRY ST 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 Ppgc 1 S2 of ?. 7 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 17...... 4 C ) ..0 OG7 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 154 of 367 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 155 of 367 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 156 of 367 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 157 of 367 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 158 of 367 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 159 of 367 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 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 160 of 367 C:\RevitLocalFiles\St John Catholic Church and School_R23_nancyb57W87.rvt 4/16/2024 11:15:58 AM SHEET RESPONSIBILITY:INITIAL!! nnnnnnnnnnnnnnn��n��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 wlirler®lerlar I UP, CIRCULATION i LEASING OFFICE 127 SF 688 SF 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 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 STUDIO 528 SF 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 161 of 367 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 ' oO' oo. o MI. =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 162 of 367 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 163 of 367 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 164 of 367 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 165 of 367 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 166 of 367 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 167 of 367 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 July 1, 2024 AGENDA ITEM TITLE 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. 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. The Planning, Programming, and Zoning Commission voted 6-0 at their June 11, 2024 meeting to recommend approval of the request. 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 on June 11, 2024 with the Commission recommending approval 6-0 with no opposition. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION Page 168 of 367 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 169 of 367 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 170 of 367 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 171 of 367 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 172 of 367 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 173 of 367 June 11, 2024 q Y nd� sa�w<czr c� arro-.-ac. scnrvN er 22.YX.20 4. S'. r, /v. s/ zvz-Z4,L7 �Lli xSPaoifs;'.. YGVJrN .`�L17Hf --S R: ,�iSrlGN- P'o-�/ErA' . A Y.5-.2,741 y ' A Gou Pc 3/6.e,KtGrES Fasrre, Kan o Picture 6: Proposed building layout. 1 LyarL., 43 — r .srru� Fa, eo.)4%0uoiae, �;gf ........... 41u ms erx arz,A ,sew. S`xq4 — _ rEfaR.ra.�K 4. gG 2FX,33 rtux..43)(76 -. ....,. zt'r — . ro.5-(',24uY 283aard' e>s 40' Cer Q% ate 5'YC.ChGG= .YEAR Pe Ctl A.9 s.. ---.. 7 Ro,0 Fluor 01 00 Fisher wive Mimic's, lit 00701 1.11112023 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. The Planning, Programming, and Zoning Commission voted 6-0 to recommend approval of the request at their June 11, 2024 meeting. There is no platting in relation to this request. 827 Fisher Drive — Site Plan Amendment and Special Permit Page 5 of 6 Page 174 of 367 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 175 of 367 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 rnf. 014 A-1 A-1 HOME C—P 02 U MEAD •'W LN KAYLEE DR RACHAEL ST J m W Q PtiP 1 PRAIRIE F- j I-_ MEADOW II CT* -- EXCELSIOR IDSPECT BLVD R- P W D0 Q zm cere WQi 0 = om N a LN SOUTH HIL WENDY RD RACHAEL ST R-2 z } OLYMPIC NANCY RD DR R-3_ HAINES BARRYING DR R-3 J < O h' so R-4,R—P B—P SBOROUGH AVE ct W. SAN MARNAN DR o 0 2\ 0 C—P TOWER PA K DR I-INFitK Lill R-4 z C-2, C—Z WINN ST 827 Fisher Drive Site Plan Amendment Walnut Baptist Church F7...... .17G ,,f 0G7 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 ...... 177 ,.F OG7 5r°lC� 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 37� 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 Rcaus Page 178 of 367 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:239 -35 5 Fax: City: tom) ' 100 State: Zip: 54 lot Email: 1-iL - T C.w2Qe.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 179 of 367 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 July 1, 2024 AGENDA ITEM TITLE 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. 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 applicant submitted new site plans that show the correct floodway area and those are included in this council transmittal. The Planning, Programming, and Zoning Commission unanimously voted to approve the request at Page 180 of 367 their regular meeting on June 11, 2024. There will be approximately 25 trucks a day at this site that will travel to the east and north. 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 181 of 367 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 182 of 367 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 183 of 367 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 184 of 367 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 185 of 367 City of Waterloo Planning, Programming and Zoning Commission June 11, 2024 328o Newell Street Site Plan Amendment Ryan Companies In ,. 4 0G ..F OG7 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 rnnr 197 of ' 7 WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA 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 J Z 0 0 z 0 >- Q _ \ /. — _ C/0 0 :.I•►\ CITY OF WATERLOO - 0 < N. 4NN N, fl Acl,F 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 4275 EXECUTIVE SQUARE, SUITE 370 LA JOLLA, CA 92037 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 L200 SITE LANDSCAPE LAYOUT & SURFACING PLAN L400 OVERALL SITE LANDSCAPE TREE PLANTING PLAN L401 LANDSCAPE PLANTING DETAIL L500 LANDSCAPE DETAILS SITE ADDRESS NORTH LOCATION MAP 1" = 300' 3520 NEWELL ST. WATERLOO, IA 50703 PARKING SUMMARY 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 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 COVER SHEET C000 Page 188 of 367 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. LOCATING 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 LICENSED 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. CONTRACTOR SHALL NOT DISTURB VEGETATION OUTSIDE GRADING LIMITS. CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN GRADING LIMITS TO THAT NECESSARY TO ACHIEVE PROPOSED GRADES AS SHOWN. 18. ALL AREAS DISTURBED BY CONSTRUCTION, NOT DESIGNATED AS PLANTED, SHALL BE RESTORED AND COORDINATED WITH THE LANDSCAPE ARCHITECT. 19. 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. 20. 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. 21. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. 22. CONTRACTOR TO COORDINATE ANY GRADE ADJUSTMENTS WITH THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 23. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED IN THE PROJECT. 24. ALL EXISTING UTILITY STRUCTURES SHALL BE ADJUSTED TO FINAL FINISH GRADES. 25. 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, 2023 EDITION). STORM SEWER CONSTRUCTION NOTES: 1. ALL STORM SEWER 15" AND LARGER TO BE CLASS III RCP. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL STORM FLOW ONSITE UNTIL NEW SYSTEM IS INSTALLED. 3. RCP STORM SEWER PIPING TO HAVE WRAPPED JOINTS. 4. ALL HDPE PIPE SHALL BE DUAL -WALLED. 5. CONTRACTOR TO MODIFY EXISTING INVERTS TO ACCOMMODATE NEW PIPE CONNECTIONS. 6. ALL HDPE BENDS AND CONNECTIONS SHALL BE MANUFACTURED CONNECTIONS. 7. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STORM SEWER WITHIN THE PROJECT AREA AT THE COMPLETION OF THE PROJECT. 8. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND REBUILDING STORM STRUCTURES AS NECESSARY TO MATCH FINAL GRADES. 9. 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. 10. REDUCERS ARE TO BE USED AS NEEDED WHEN CONNECTING DISSIMILAR SIZED PIPES. 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. WATER MAIN AND FIRE PROTECTION TO BE INSTALLED WITH A MINIMUM COVER OF 5.5' FEET DEEP OR LOWER TO ACCOMMODATE UTILITY CROSSINGS. 3. CONTACT FIRE DEPARTMENT OF ANY CHANGES THAT AFFECT FIRE/EMERGENCY ACCESS TO SITE, BUILDING, FDC'S, PIV'S, HYDRANTS, AND FRONT DOORS. 4. 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. 5. ALL EXISTING AND PROPOSED HYDRANTS AND VALVES SHALL BE ADJUSTED TO FINAL GRADES. 6. WATER MAIN CROSSINGS WITH STORM SEWER AND/OR SANITARY SEWER SHALL FOLLOW SUDAS REQUIREMENTS AND PROVIDE WATERTIGHT JOINTS WHERE APPLICABLE. 7. WHERE THE STORM SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN: 7.1. CONSTRUCT WATER MAIN OF DUCTILE IRON PIPE WITH GASKETS IMPERMEABLE TO HYDROCARBONS, OR 7.2. CONSTRUCT WATER MAIN WITHIN WATERTIGHT CASING PIPE EVENLY SPACED ANNULAR GAP AND WATERTIGHT END SEALS, OR 7.3. 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 7.4. 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. 8. 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. 9. ALL CROSSINGS BETWEEN FIRE PROTECTION AND WATER MAIN TO HAVE 12" OF CLEARANCE. 10. ALL WATER MAIN TO BE INSTALLED WITH TRACER WIRE 11. POLY WRAP REQUIRED ON ALL DIP, FITTINGS, VALVES, AND HYDRANT ASSEMBLIES. SANITARY SEWER CONSTRUCTION NOTES: 1. ALL PUBLIC SANITARY MANHOLE ADJUSTMENTS SHALL INCLUDE FIBERGLASS REINFORCED POLYESTER LINERS AND TYPE 'A' CITY OF WATERLOO CASTINGS. 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 (12") INCHES OF MATERIAL UNDER THE PROPOSED PAVEMENT, AND RECOMPACT TO 98 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. MATCH ALL EXISTING JOINTS. SEAL ALL JOINTS. E. SEALANTS: JOINT SEALERS: DOW 888 BY DOW CORNING F. SEEDING/SODDING: SEEDED OR SODDED AREAS SHALL INCLUDE ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE NOTED. REFER TO LANDSCAPE PLANS. G. 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 -0- DOUBLE POLE SIGN -0-0- 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° c°`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 IX VALVE CABLE TV PEDESTAL C O 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 nmi e EXISTING INTAKE - CIRCLE PROPOSED CURB INLET - - - - @ PROPOSED STORM MANHOLE O PROPOSED SANITARY MANHOLE LEGEND SURVEY PLAN MARK DESCRIPTION M 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- ELECTRIC -UNDERGROUND r E GAS MAIN G G WATER MAIN W - SANITARY SEWER > STORM SEWER FIBER OPTICS 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 GENERAL NOTES C001 Page 189 of 367 RYAN \ \ \ \ \ ` - — \ \ `8 \\ \\ \. ,� \\�\---- \ \ \ 'Z \ - - 9c \ \ \ \ \\ \ \ 8-94 - �•22--____ ----_______ -G- �- - ,� 6" MIDAMERICAN GAS (PER MAPPING) ---- OE — \ \ -- 889------------ — G_ — — _ 6" MIDAMERICAN GAS (PER MAPPING) \ G 0------- OE \ OE OE —FO— — -LUMEN — — — — -F0— — — —Fn = --- FO LUMENi — — _ —FO— — — — — —FO— — — = FO— rACMAP PING)- — FO \ E� 0 OE \ 16" WAT (PER MAPPING) _ —� _ _ W = — 1� 1 \ ��� — �----------886- " S&66WERNIII4PP8`rr / / \ \_____—_—_ \ / / / (�\ /,-�'( 36" SAN (PER MAPPING){ ,,'\ \ \ \ \ \ \ 1 /1 I / II I I I II 1 1 1 1 1 II II II 1 11 \I \ 1 1 / \ ( i 1 I 1 / I I I I 11 t\ 1 1 \ \ 1 I _E0 f- --� -8--------- I BURIED SANITARY MANHOLE ADJUSTMENT - SEE UTILITY SHEETS. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. \ / / PROPERTY LINE (TYP) / / I 100-YEAR FLOODPLAIN (TYP) 100-YEAR FLOODWAY (TYP) \ I \ I \ I \ I I I \ I I I \ I I 1 \ 1 \ \ \ \ \ \ \ \ \ 1 1 \ \ \ of 0 / 20" 20" � r — / / 6" MIDAMERICAN GAS (PER MAPPING)_ OE OE OE 0 OE OE OE — / - - -FO- - LUMEN- -FO- - - -Fn- - - - - -FO-CPS - - - -FO- - - ---LUMEN- FO I _ MEDIACOIER MAPPING) — F0 FO <FOFO - / G OE 0 FO - --\--- -- - — — — — -— ---16"WAT—�1�/-- _ -- �— — —w — PROTECT EXISTING FIBER OPTIC LINES (TYP) A7 NEWELL STREET FO FO FO -LUMMEENN — — — — LUMEN- — FO Fn — ---FCC- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —8868 — — — — — — — — — — — — — — — — — — — 36" SAN (PER MAPPING) PROTECT EXISTING OVERHEAD ELECTRIC POLES (TYP) / l / / \ck l SANITARY MANHOLE ADJUSTMENT - SEE UTILITY PLAN ( BURIED SANITARY MANHOLE ADJUSTMENT - SEE UTILITY SHEETS. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. PROTECT EXISTING SANITARY (TYP) OE rn — -MEDIACOM (PER MAPPING) PROTECT EXISTING PAVEMENT OE OE FO EXISTING SATELLITE SANITARY SEWER EASEMENT (TYP) REMOVE AND DISPOSE OF EXISTING CULVERT PROPERTY LINE (TYP) 8.84 PROTECT EXISTING OVERHEAD ELECTRIC POLES (TYP) 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 CONSULTANTS ARCHITECTURE+ENGINEERING PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 •-k4fk- e/ 0 0 0 EXISTING CONDITIONS AND DEMOLITION PLAN CD01 Page 190 of 367 SATELLITE SANITARY SEWER EASEMENT 100-YEAR FLOODWAY (TYP) PROTECT EXISTING STREAM AND WETLAND (TYP). PROTECT EXISTING SANITARY (TYP) PROPERTY LINE (TYP) 100-YEAR FLOODPLAIN (TYP) PROTECT EXISTING TREELINE (TYP) i ..---- ...---- PROPOSED 30' PRIVATE SANITARY EASEMENT PROTECT EXISTING RAILROAD ROW (TYP) PROPERTY LINE (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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R �C PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 EXISTING CONDITIONS AND DEMOLITION PLAN CD02 Page 191 of 367 \ LEGEND GENERAL SITE PLAN MARK DESCRIPTION LIGHT DUTY HMA PAVING HEAVY DUTY HMA PAVING HEAVY DUTY PCC PAVING FIRE LANE HMA PAVING PCC SIDEWALK PAVING ' • e PCC CURB AND GUTTER m STOOP (REFER TO STRUCTURAL) .. •. ~ L_ Os 0—OE OE OE 0 i I i'i I I 1 1 I 1 1 1 / I / i / / / / / / i / / / / / / / / / / 1 / / / i / / / Y ri / / I ' I 1 - / EXISTING SATELLITE SANITARY / ' j SEWER EASEMENT (TYP) / / I / / / ' , / / ' I 1 / i ! \ i I / 100 YEAR' FLOODWAY (TYP) ' I / / I / / / / 1 � / 1 / / I / I I � ( /I1 /100 YEAR1/iii / FLOODPLAIN (TYP) I / F r '/ I / \ I, I I � I I I / ; i I STORMWATER 1 I DETENTION BASIN ` i I i 1 \ I \ \ I I I I ' I 1 I ►:! I I ) 1 i I 11 ' / / I I / ,, ,/ o a, - `\ • i-- - i - ,,,,1- / \` 1 1 l AS \OE/ DEERE AND COMPANY 3500 E DONALD ST. ZONING: M2-P INDUSTRIAL OE— 0 OE c;H 2 020" 020" NEWELL STREET 1 FUTURE BUILDING EXPANSION %Da A OE 30' PRIVATE SANITARY EASEMENT Y O E 0 alp OE OE 1 1 0. OE OE OE OL 0r EXISTING SATELLITE SANITARY SEWER EASEMENT (TYP) PROPERTY LINE (TYP) J SEE SHEET C103 )) SEE SHEET C102 m WARREN TRANSPORTATION INC 937 N ELK RUN RD ZONING: M2-P INDUSTRIAL 0 25 50 100 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 o+ P�JG O4czt- 0 (?/' 0 OVERALL SITE PLAN C101 Page 192 of 367 DIMENSIONS ARE MEASURED FROM BACK OF CURB UNLESS OTHERWISE NOTED LEGEND GENERAL SITE PLAN MARK DESCRIPTION LIGHT DUTY HMA PAVING HEAVY DUTY HMA PAVING HEAVY DUTY PCC PAVING FIRE LANE HMA PAVING PCC SIDEWALK PAVING ' e• PCC CURB AND GUTTER m STOOP (REFER TO STRUCTURAL) .. •. ~ / / / 1 1 1 I 1 / 1 PROPERTY LINE (TYP) 1 1 I I / I I I 1 EXISTING SATELLITE SANITARY SEWER EASEMENT �-\, — 11 TONS CLASS "E" RIP RAP �,\ / / 1 � 100-YEAR FLOODPLAIN (TYP) 100-YEAR FLOODWAY (TYP) / / / I I / / / / / / / / / / I / 1 / / / / / / 1 / / / / / / / I / / I I I / / / / / / / / / / / / 1 / / / / / / / / / / / / / / / / / / / 1 / / / / / / / I / / / / / / / / / I / I / 25 TONS CLASS "E" RIP RAP TOP OF BASIN = 882.00' NWL = 875.50' 2.5' (TYP) 6" PCC CURB AND GUTTER HEAVY DUTY PCC PAVING FOR DOLLY PAD (TYP) 10 TONS CLASS "E" RIP RAP I i HEAVY DUTY HMA PAVING (TYP) OE 0 OE TAPER TO ZERO CURB OVER 5' 111 GAS \ OE� OE V e. OE OE 0 OE ii3CP 20" 20" OE OE OE OE 0 KNOX BOX LOCATION 0 N WHITE STOP BAR NEWELL STREET 4" WIDE WHITE PAVEMENT STRIPING, (TYP) AUTOMATIC SLIDE GATE R=100.0' - 0 38' (TYP) 10' TYP' 60.5' (TYP) 6" PCC CURB AND GUTTER -0 HEAVY DUTY HMA PAVING (TYP) '6.17 TAPER TO ZERO -CURB 0 OVER 5' 5.0' mill 60.0' (TYP) u I►4 r �s JI;■ ] HEAVY DUTY PCC-71 PAVING (TYP) 75' (TYP) '1- --ff 60.0' (TYP) =1 60.0' (TYP) .I 1 65' (TYP) HEAVY DUTY PCC PAVING FOR DOLLY PAD (TYP). 4" PAINT —\\ STRIPING, TYP. _ .1 r;, ,„„„4 er IE 1 /I) A iffird 60.0' (TYP) MI72 aG� 4 OE OC TAPER TO ZERO -CURB OVER 5' OE,1 OE o\, O 2.5' <1 12' 12. ca 8" BOLLARD (TYP) TAPER TO ZERO -CURB OVER 5' 8" BOLLARD (TYP) 8" BOLLARD (TYP) HEAVY DUTY PCC PAVING (TYP) STRUCTURAL STOOP. SEE STRUCURAL PLANS FOR DETAILS (TYP) (2) ADA ACCESSIBLE STALL SIGNAGE PAINTED ADA PARKING SYMBOL (TYP) INTEGRAL PCC CURB AND SIDEWALK (TYP) (2) ADA ACCESSIBLE STALL SIGNAGE 10'x10' TRANSFORMER PAD WITH - 3' WIDE GRANULAR PERIMETER INTEGRAL PCC CURB AND SIDEWALK (TYP) • • • 4- ' • • • 4 En 24' 1 20.0' • 24' 19.5' 2.5' (TYP) to • r 19' j • p.0' TYP') • 41. 4 4.• • 19' 10 0 0-6 o E4 • • 4 64 a . 4 .• • 4 • ti • 4 • 4 • 4 24' 24' o�rn 19.5' 6" PCC CURB AND GUTTER (TYP) LIGHT DUTY HMA PAVING (TYP) 2.5' (TYP) 19.5' a FIRE LANE HMA PAVING (TYP) SMOKERS AREA • 12' 10' �D4g 2.5' (TYP) 19' • 8' • 19.5' 20.0' 25.0' GENERATOR PAD 6" PCC CURB AND GUTTER (TYP) MANUAL GATE R1-1 (36") STOP SIGN WHITE STOP BAR WHITE CURVED TRAFFIC ARROW, TYP. 4" WIDE WHITE PAVEMENT MARKING, TYP. PROPERTY LINE (TYP) 0 15 NORTH 30 60 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 CONSULTANTS SHIVE—I—IATTERY ARCHITECTURE + E N G I N E E R I N G RE PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 SITE PLAN C102 Page 193 of 367 DIMENSIONS ARE MEASURED FROM BACK OF CURB UNLESS OTHERWISE NOTED SATELLITE SANITARY SEWER EASEMENT LEGEND GENERAL SITE PLAN MARK DESCRIPTION LIGHT DUTY HMA PAVING HEAVY DUTY HMA PAVING HEAVY DUTY PCC PAVING FIRE LANE HMA PAVING PCC SIDEWALK PAVING ' • e PCC CURB AND GUTTER ° m STOOP (REFER TO STRUCTURAL) . ~ = ' 100-YEAR FLOODWAY (TYP) 1 I I 22 TONS CLASS "E" RIP RAP 25 TONS CLASS "E" RIP RAP HEAVY DUTY HMA PAVING (TYP) 2.5' (TYP) 50' RADIUS TRUCK TURNAROUND TOP OF BASIN = 882.00' I//////// 65' (TYP) 60' (TYP) TAPER TO ZERO -CURB OVER 5' MANUAL GATE TAPER TO ZERO -CURB OVER 5' PCC CURB AND GUTTER (TYP) HEAVY DUTY PCC PAVING (TYP) 8" BOLLARD (TYP) TAPER TO ZERO -CURB OVER 5' 8" BOLLARD (TYP) FUTURE BUILDING EXPANSION 30' PRIVATE SANITARY EASEMENT 5' j (TYP) X TAPER TO ZERO -CURB OVER 5' 2.5' (TYP) FIRE LANE HMA PAVING (TYP) PCC CURB AND GUTTER (TYP) PROPERTY LINE (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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R lit PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 SITE PLAN C103 Page 194 of 367 I / I EXISTING SATELLITE SANITARY SEWER EASEMENT (TYP) -� ----�- 100-YEAR FLOODPLAIN (TYP) DETENTION BASIN BOTTOM OF BASIN: 861.00' NORMAL WATER ELEV: 875.50' TOP OF BASIN ELEV: 882.00' 100-YEAR ELEV: 877.75' 884.33 TC 883.83 GU 884.46 TC 883.96 GU 885.00 NORMAL WAT: R LEVEL ELEV = 875.50' ED SWALE VALLEY 885.31 TC 884.81 GU 885.46 885.26 889.50 � -&'85. 3 GRADED SWALE RIDGE GRADED SWALE RIDGE SWALE GRADED SWALE 1.0% 1.0% 88.26 TC 87.76 GU 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R 10 PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 GRADING PLAN C202 Page 195 of 367 NORMAL WATER LINE V ELEV = 875.50' 2' BELOW WATER LINE TYPICAL POND CROSS SECTION NOT TO SCALE �\ i \ 1 // \\ I I \\ 11 I / \ \ I 1 1 I \\ 111 II \ I 1 ` I 7 I /1 I I I 100-YEAR I FLOODWAY (TYP) I I I I I 1 i I (l ' I 1 i I ! i i I I , 1 I NORMAL WATER LEVEL ELEV = 875.50' i I j 1 % I I I , ,f I I I I I I /I I /k I cf I , , //\\ II I 1 1 1 I I 1 I I I I I I I I I I I /I 893— 892� I ) !( �� 20" 20„ -----------.............-� \ • ----- \�-------_ ,\\--- 5.69 V I yes- \ ) _ — \ _--- � —sea-- OE --- Q� �� OE OE � OE OE QS OE OE OE _� OE QS OE OC �/ 0 II I I\ \ ••••. ---sea— I 19871- -------CP2 -- (21 I OE OE 7 -----L�ye---—ass — �,y_\ �--------- ass ------ ----------------------- �� --_— �ss- % — — — ---i/ \` —� \�---� —ears-- 8ss ------------------ — ----- —8--------- —� - - _ - ... _ - - — —886— ems— - - EXISTING SATELLITE :87.77 TC 886.89 TC 886.39 GU 886.24 SANITARY SEWER EASEMENT 885.74 GU RIDGE 884.45 TC 883.95 TC 883.45 GU NEWELL STREET 886.43 ME 886.37 ME 886 886 — — — - <. --88r— _ _ _ _ q — •• ::�. OnA 884------ --- ---�� —------------------- 1109 r- 880.0.t RI wrC.^ ��V o Egg• 83 T — — — — — — — — 885.8e • • • RIDG / 2.1 888.05 TC 887.55 GU 887.13 TC 886.63 GU :86.74 TC 88..-4 GU 885.36 TC 884.86 GU RICGE VALLEY RIDGE VALLEY RIDGE 889. ,' 889.4 1.3% 885.26 SANITARY aa3.IE3.(E.) 1.2% VALLEY VALLEY VALLEY VALLEY g86.23 ME 886.16 ME , t\I L _ SANITARY SEW;;Z 863.07 IE 36• (E-NE) SEE SHEET C203 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R 10 PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 o+ q- sk4z1-G (?, 0 4czt 0 4tz GRADING PLAN C201 Page 196 of 367 9 N 00 F_ ND 0 9• �o A • RYAN 39.36 394� 39.56 TOP OF PAD = 889.93 AT GRADE = 889.26 (TYP ALL CORNERS) 889 50 L oo co Cr> CO 06 8, 889.50 o 88kg2 G 889.4 003 I 889.50 0 L"'"" �bo4i 889.4 o• 1.5% 1G$80J 888.9 888.9 1.5°X, 0 889. . 7 1.5% 1.5% 2.5% 8) 9 CG 4o �' GJ �0°'CP •<GJ 0 00 00 ctibc 8 9 'C v9 CG CG 8(99 co 8 6 c'9. > 7 \ GJ �o.g�o 00 dc9 2,9 889.41 e • c)cb cb GJ 70 cb cb VALLEY 2.5% •• .• 0c' .• •• .. 1 GE cob VALLEY 2.4% ti o0J oho J cb. 0043 o 0 000. d' 8 9'0 v9'f CG CG do oG A 0 00 0 0/0 1.5% 8• 19 888.51 0 888.51 (�ryry 1.5° 00 cb G 889.41 889 1.5% 1.5% cbb 8\ 8� a\ 8• 89. 889.29 889.41 3 TC • 8 cG 889 889.2 889. a 6' 6 GU i 7 .09 TC 8.59 GU RID e C e 07 0b • `Cb c99 VALLEY 2.4% •• RIDG G'G 887.99 TC 887.49 GU 8o d. 2.8% v_ cP 0G0 L GJ ��GJ L 0 0 0�1 000�h obi 0J -- 00 1.9% 1.6% %%A VALLEY I DG E c, C 10. 1 OA N e 10.0 /0 6' A.. 'b o 1 0 . 0 ° qo �yJ co 888.16 Ty 887.86 dU 7.> (§) 00 10.0° I GJ co co 00 o• 4 1 N CO CO CO CO 10' BENCH / / / 10% 10' BENCH 10% 10' BENCH 10% 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R 10 PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 GRADING PLAN 0 10 20 40 SCALE IN FEET C203 Page 197 of 367 RYAN 0 co --\ - — i \\ / 1 ass' \\ \\\\\\\\\\\\��894\\r•�\ \\\\\\\\\'\ \--... \ \1\ 1 \ \ \ \ \ I \ \ \ \ \�\\—_---- \\ \ I n\\ \\\ \\ N\ \\\\\ \\— — = \ \ I 1 \ \ I \ N \ —888---------- �N /�------ ____ —886------� \\` EXISTING ROADWAY, TYP \-------— ---__ �—_885___ 893 ---� I P —892 ----- I / / 891------------------ I I\ 889 — — — — — \ i I i \\ / I I \ r-- f III 11 PROPERTY LINE, TYP 0 \ \/ I I \ _ / 1 /K ----�/ % \ —885— - 7 — — \ \ \ i —886- / ` _ _ / NEWELL STREET NJ 1 I I /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 cp 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 0 CO 0 LOCATION OF TOPSOIL STOCKPILE TO BE DETERMINED BY THE CONTRACTOR. ONCE INSTALLED, WRAP PERIMETER OF STOCKPILE WITH SILT FENCE, TYP. I � / I II I 1 0I) II 0 0 �I 0 l lit I1 II 1I II I I/ 1i11 lI /1 I"I I� I I/ I 1 1 I II II I I I 11 11 I1 II II 11 II 11 11 11 11 / 00 1 1 / 0 (1 1 II 1 0 0 0 / / ti CO SILT FENCE ALONG EDGE OF \, DISTURBED AREA, TYP II II II I I I I I I I 1 I I I I I 1 I I II 03 a / I I I 1 • 1 N 0 1 co co 1 0 0 I 1 / I/ // //' /" / // / / / / /I / / / / / / �. / / / / // // // I/ / // / // / /� / / / / / // / / // / / / / / Y / / / / / / // / / / / // / / / / / / / / //1 / // // / // // / / / / / 1 �'------\h ----- -- I1 UI1 1"111 III III III / 4l ---I------------------- I --L--J----------------/- 1I1 1111 111 11} 111 III III// isl\ 1 1 T77 III III II III �—-----j__Lu------------ \ \ III I\II III III II1 11 \ `I\ ------I\r--- \ cp cp cp • \ • • I I 1 \ • • \ \1 ------------- • 1 �Ia • \ 888- 0 �� ------ ---------887-------- ------ 886— \I �i/ \ \\ — — ---- --- -- 885------- \�--�• - -------886 NEWELL STREET 0 — ---- --_ — --_—_----__-- -- --- ----- 47 ----ice-- --_-- --- / / O co co / \ / i 7 7 c0 co 0 7 • 0) 0 c0 I1 \ • co \ coca • • • co co co / N c 0 00 • 885 884 884 884 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. cp SILT FENCE DITCH CHECK IN EXISTING SWALE, TYP • • • LEGEND • • 2 t-- Xi //y/7/ c=.• 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 CONSULTANTS ARCHITECTURE+ENGINEERING PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 e/ 0 0 0 E&SC PLAN - PRE -DURING - CONSTRUCTION C251 Page 198 of 367 EROSION AND SEDIMENT CONTROL NOTES SEQUENCING AND PHASING NOTES 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. 87/ \ / JJ / //i / ///z _ - %/// / N / i/ice / / /% %"' \ / %� \ / 7 / i 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. / /t i ri oo 1 1 I 1 I 0 1 1 1 1/ I I/ I/ ODOD c> 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 1 1 1 1 1 1 1 1 1 1 1 1 1 (/ 1 / / - ---- J / -,( / 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 0 879 II II Il II 0 7 1 i i / 81/ 7- 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 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. \ / \ / \ / \ / \ 8$°‘ \ / \ / \ / / / / c" 883 CO CO EXISTING GRADE CONTOUR, TYP - SILT FENCE ALONG EDGE OF DISTURBED AREA, TYP 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. 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: BLOWERS CREEK TO THE CEDAR RIVER / zz LEGEND 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 887 / +'� PROJECT SITE/DISTURBED AREA SILT FENCE (SUDAS 9040.119). TEMPORARY SEDIMENT BASIN 11.5% EXISTING GRADE DIRECTION OF DRAINAGE 1 0 20 NORTH 40 c0 GO 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 E&SC PLAN - PRE -DURING - CONSTRUCTION C252 Page 199 of 367 • V / 0 cb i • • .1 eg1 CO co co PROPERTY LINE, TYP EXISTING STORM CULVERT, TYP EXISTING ROADWAY, TYP immnim SYNTHETIC PERMEABLE CHECK DAM IN SWALE. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. I ,' FINISHED GRADE CONTOUR, TYP I 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. i \\\ \ 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. t EXISTING GRADE CONTOUR, TYP i ( DROP -IN INTAKE PROTECTION AROUND NEW INTAKES. THIS CONTROL TO REMAIN UNTIL THE SITE HAS I BEEN STABILIZED AND APPROVED BY THE OWNER'S II REPRESENTATIVE, TYP. I/ I ADDITIONAL 8" FILTER SOCK I ALONG EDGE OF HILLSIDE. I 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. TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 2.D TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND PERMANENT SEEDING, TYP. l' / / r RETENTION BASIN, TYP 0) co co STORMWATER DISCHARGE POINT, TYP Y / REVETMENT, TYP rn N. co 1 /, 1"I '/ I I 1 1 11 11 11 11 11 11 1 I II II II \I \I CO cP cP 894 893 892 891 890 — — — — — — 889 888 887 885— — 886 NEWELL STREET w p 1.77% cc) 00 00 N CO CO l — / -----884 OS 1.25% 887 886 ---885---- NEWELL STREET 886 887 888 I " 4,/ —889� I �/ �/ I. —.I—.. — . IV I . M I I M II M 1 IV .I . 1 M I 1 NM..r14,4 / L1 0/0 • 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —884— I gg4 883 gg2 ag1 0 (96) LEGEND \ \I $�9 N 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R� �C PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 E&SC PLAN - POST - CONSTRUCTION C253 Page 200 of 367 co I co� 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. I / I I/ FINISHED GRADE CONTOUR, TYP I / / STORMWATER DISCHARGE POINT, TYP DROP -IN INTAKE PROTECTION AROUND NEW INTAKES. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP. ' EXISTING GRADE CONTOUR, TYP RETENTION BASIN, TYP ADDITIONAL 8" FILTER SOCK / ALONG EDGE OF DISTURBED AREA. THIS CONTROL TO y REMAIN UNTIL THE SITE HAS / BEEN STABILIZED AND / APPROVED BY THE OWNER'S ,1, REPRESENTATIVE. ONCE r� REMOVED, 8" FILTER SOCK TO BE DISCARDED AND PERMANENT SEEDING, FERTILIZER AND HYDRAULIC MULCH TO BE APPLIED TO THE BARE SPOT, TYP. PROPERTY LINE, TYP REVETMENT, TYP I\ EXISTING GRAVEL `� ACCESS, TYP ---ti �_/ / / �-Y / / //// /. /// / / 7---�i/// /' /!\\/ / / --- ///i -/ce i%t / ii '-%-;---,, 1.25% 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. 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) 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # ISSUE RECORD DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 E&SC PLAN - POST - CONSTRUCTION C254 Page 201 of 367 -LUMEN - --- FO - LUMEN � y ( 36" SAN (PER MAPPING)- ( / G 6" MIDAMERICAN GAS (PER MAPPING)- -G G 6" MIDAMERICAN GAS (PER MAPPING) OEM 0 OE OE OE cl OE u -En- - - - - -FO- LUMEN- - =MEAIACOM (PER-MAPPIIVG) - - - FO 16" WAT (PER MAPPING)- - LUMEN- - -FO FES-5.0 (12 " RCP 100-YEAR FLOODWAY (TYP) - FO- - FO- G Szs O E - - -FO- - CONNECT TO EXISTING SANITARY MANHOLE IE = 875.50 W- wi MAJOR SANITARY MANHOLE ADJUSTMENT. REPLACE WITH TYPE "A" CITY OF WATERLOO CASTING. FIELD VERIFY SIZE, LOCATION AND ELEVATION. EXISTING = 884.78 PROPOSED RIM = 888.01 36" SAN (PER MAPPING) MAJOR SANITARY MANHOLE ADJUSTMENT. REPLACE WITH TYPE "A" CITY OF WATERLOO CASTING. FIELD VERIFY SIZE, LOCATION AND ELEVATION. EXISTING = 881.60 PROPOSED RIM = 886.21 EXISTING SATELLITE SANITARY SEWER EASEMENT ST INT-5.0 (48" - SUDAS SW-502) RIM = 881.80 IE = 877.25 ST-5.1 E IE = 877.00 ST-5.0 SW FLARED END SECTION) IE = 876.50 ST-5.0 NE 4" PERFORATED HDPE SUBDRAIN @ .5% MIN SLOPE (TYP) ST INT-4.0 (48" - SUDAS SW-502) RIM = 881.80 IE = 877.15 ST-4.1 E IE = 876.90 ST-4.0 W FES-4.0 (12 " RCP FLARED END SECTION) IE = 876.50 ST-4.0 E ST INT-3.0 (48" - SUDAS SW-502) RIM = 881.80 IE = 877.00 ST-3.0 W RCP FLARED END SECTION) IE = 876.50 ST-3.0 E SUBDRAIN HIGH POINT SUBDRAIN HIGH POINT OE OE OE OE -FO- - -FO (PER MAPPING) -W D4-w MAJOR SANITARY MANHOLE ADJUSTMENT. REPLACE WITH TYPE "A" CITY OF WATERLOO CASTING. FIELD VERIFY SIZE, LOCATION AND ELEVATION. EXISTING = 882.99 PROPOSED RIM = 885.80 LUMEN= FO HYDRANT ASSEMBLY (TYP) 45° BEND SAN MH 1.1 (SW-301 48") RIM = 886.99 IE = 876.24 2 5 IE = 876.14 1 NW 5�-h5„_RCP) ST' SUBDRAIN HIGH POINT SUBDRAIN HIGH POINT ST-4.1 - (15"- RCP) MAINTAIN 6" MINIMUM VERTICAL CLEARANCE BETWEEN STORM AND SANITARY SERVICE (TYP) HYDRANT ASSEMBLY (TYP) SAN MH 1.2 (SW-301 48") RIM = 884.92 IE = 878.10 3 E IE = 878.00 2 N 4" PERFORATED HDPE SUBDRAIN @ .5% MIN SLOPE (TYP) SUBDRAIN HIGH POINT - -w- -16"WAT -W- NEWELL STREET CONNECT EXISTING 16" WATER USING STAINLESS STEEL TAPPING SLEEVE AND 10" VALVE 6" MIDAMERICAN GAS (PER MAPPING) - - - I LUMEN - - FO-- 10" WATER (CLASS 52 DIP WITH POLY WRAP) -LUMEN - -F0- - - - - -Fn TRENCHLESS INSTALLATION METHOD REQUIRED ON WATERMAIN UNDER ROADWAY. LIMITS OF TRENCHLESS INSTALLATION TO BE DETERMINED BY METHOD USED. OE OE 014 FO Fn 6 - -FO- ram__ .�� ▪ ��__ _ ------------------------------------------------------- WATER/SANITARY CROSSING TOP OF SANITARY = 866.86 BOT OF WATER = 877.1 ( ( ( ( ( ( ( ( ( 36" SAN (PER MAPPING) -( WATER METER PIT 45° HORIZONTAL BEND (TYP) 45° HORIZONTAL BEND (TYP) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 ST-5.2A - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 ST-5.2B - (12" - HDPE) STMH-5.0 (48" - SW-401) RIM = 885.26 IE = 880.19 ST-5.2C S IE = 880.43 ST-5.2A N IE = 880.19 ST-4.2A (2) N IE = 880.19 ST-5.2B E IE = 879.94 ST-5.1 W MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN WATER MAIN AND ROOF DRAIN (TYP) ST-5.2C - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 90° PIPE BEND 90° PIPE BEND CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 ST MH-4.0 (48 " - SW-401) RIM = 885.26 IE = 880.84 ST-3.2A (3) W IE = 880.93 ST-4.2A N IE = 880.84 ST-4.2B S IE = 880.84 ST-4.2C E IE = 880.59 ST-4.1 W ST-4.2C - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 MAINTAIN 18" OF VERTICAL CLEARANCE BETWEEN WATER MAIN AND ROOF DRAIN (TYP) ST-4.2B - (12" - HDPE) 8"X6" TEE FIRE DEPARTMENT CONNECTION SANITARY SERVICE BUILDING CONNECTION - SEE PLUMBING PLANS FOR CONTINUATION IE = 876.97 8"SAN - (PVC) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 90° PIPE BEND 8" GATE VALVE 8" WATER (C900) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 90° PIPE BEND 8"X12" INSERTA TEE CONNECTION CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 ST-2.2A - (12" - HDPE) ST-2.2B - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM 8" WATER (C900) 10"X10" TEE WITH 10"X8" REDUCER ON WEST END 90° PIPE BEND CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 ST-1.9C - (15" - HDPE) STMH-1.9A (48" - SW-401) RIM = 888.65 IE = 884.29 ST-1.9B S IE = 884.29 ST-1.9C N IE = 884.50 ST-1.9D W IE = 884.02 ST-1.9A E CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 ST-1.9B - (12" - HDPE) 90° PIPE BEND CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 10" GATE VALVE C900 10" FIRE SERVICE C900 4" DOMESTIC SERVICE 4" GATE VALVE CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 45° PIPE BEND ROOF DRAIN BUILDING CONNECTION 8 " IE = 885.50 90° PIPE BEND STMH-1.6A (48" - SW-401) RIM = 888.95 IE = 884.50 ST-1.6C W IE = 882.31 ST-1.6B N IE = 882.06 ST-1.6A E CONNECT TO 8" ROOF DRAIN WITH 12" HDPE STORM IE = 885.5 ST-1.6C - (12" - HDPE) 90° PIPE BEND CULVERT - (15"- RCP) 10" GATE VALVE 10" WATER (C900) -MEDIACOM (PER MAPPING ST-1.9A - (15"- RCP) -G- - a OE - FO - FO- OE OE -FO- - - - - -F 15" FES (15" RCP FLARED END SECTION) RIM = 884.09 IE = 882.65 CULVERT W 15" FES (15" RCP FLARED END SECTION) -- - '---- RIM = 884.44 IE = 883.00 CULVERT E 45° HORIZONTAL BEND (TYP) 10"X6" TEE 45° HORIZONTAL BEND (TYP) 10" GATE VALVE HYDRANT ASSEMBLY (TYP) 1 ST INT 1.10 (SW-502) FORM GRADE = 887.25 IE = 883.95 (ST-1.9 S) 1 SUBDRAIN HIGH POINT ST INT 1.9 (SW-502) FORM GRADE = 887.28 IE = 883.38 (ST-1.9 N) IE = 883.53 (ST-1.9A W) IE = 883.28 (ST-1.8 S) SUBDRAIN HIGH POINT ST INT 1.8 (SW-502) FORM GRADE = 887.28 IE = 882.73 (ST-1.8 N) IE = 882.88 (ST-1.8A SW) IE = 882.63 (ST-1.7 S) 10" GATE VALVE 10"X10" TEE WITH 10"X8" REDUCER ON SOUTH END 8" GATE VALVE HYDRANT ASSEMBLY (TYP) 8"X6" [EE ST INT 1.7 (SW-502) FORM GRADE = 886.86 IE = 882.03 (ST-1.7 N) IE = 882.18 (ST-1.7A W) IE = 881.93 (ST-1.6 S) 8" WATER (C900) SUBDRAIN HIGH POINT ST MH 1.6 (SW-502) FORM GRADE = 887.43 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") - HDPE 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G RE PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 UTILITY PLAN C301 Page 202 of 367 EXISTING SATELLITE SANITARY SEWER EASEMENT (TYP) FES-2.0 (12 " RCP FLARED END SECTION) IE = 876.50 ST-2.0 E 7- 100-YEAR FLOODPLAIN 100-YEAR FLOODWAY (TYP) FES-6.0 (12 " RCP FLARED END SECTION) WITH CHECK VALVE BACKFLOW PREVENTER - SEE DETAILS IE = 875.00 ST-6.0 NE POND OUTLET STRUCTURE (48" (W) X 48" (L) - SW-513) - SEE DETAILS FOR ORIFICE ELEVATIONS RIM = 879.50' ST-2.0 - (24"- RCP) ST INT 2.0 (48" - SUDAS SW-502) RIM = 882.33 IE = 877.80 ST-2.1 E IE = 877.54 ST-2.0 W FES-1.0 (42" RCP FLARED END SECTION) i IE = 876.50 ST-1.0 E , I / 1 / ) / / / / ,// SUBDRAIN HIGH POINT 8"X6" TEE 8" GATE VALVE HYDRANT ASSEMBLY (TYP) - (42"- RCP, ST-1.6C - (12" - HDPE) 90° PIPE BEND CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 STMH-1.5A (48" - SW-401) RIM = 888.95 IE = 884.50 ST-1.5C W IE = 882.49 ST-1.5B N IE = 882.24 ST-1.5A E ST-1.5C - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 885.5 ‘\- 8" WATER (C900) -ST-2.2A - (12" - HDPE) ST-2.2B - (12" - HDPE) CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 STMH-2.2 (48" - SW-401) RIM = 885.26 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 CONNECT TO 8" ROOF DRAIN WITH 12" STORM IE = 881.5 90° PIPE BEND N- 8" WATER (C900) 45° HORIZONTAL BEND (TYP) SUBDRAIN HIGH POINT ST INT 1.1 (72" - SW-401) RIM = 883.64 IE = 877.50 ST-1.1 E ST-1.0_W-- - CRITICAL CROSSING. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE 45° HORIZONTAL BEND (TYP) ST INT 1.3 (72" - SW-401) RIM = 883.50 IE = 879.06 ST-1.3 N IE = 879.05 ST-1.3A E IE = 878.95 ST-1.2 W ST INT 1.5 (SW-502) (60" - SUDAS RIM = 887.43 IE = 881.03 ST-1.5A W IE = 880.61 ST-1.5 N IE = 880.39 ST-1.4 S ST-1.5A - (12" - HDPE) ST MH 1.4 (60" - SW-401) RIM = 887.35 IE = 879.83 ST-1.4 N IE = 879.58 ST-1.3 S FES-1.3A (12 " RCP FLARED END SECTION) IE = 881.00 ST-1.3A W ST MH 1.2 (72" - SW-401) RIM = 885.71 IE = 878.56 ST-1.2 E IE = 878.46 ST-1.1 W 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G RE PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # P2 ISSUE RECORD DATE 06/14/2024 DESCRIPTION CITY SUBMITTAL #2 UTILITY PLAN C302 Page 203 of 367 HEAVY DUTY P.C.C. PAVING SIDEWALK HEAVY DUTY H.M.A. PAVING LIGHT DUTY H.M.A. PAVING / BUILDING - M PCC PAVING OR SIDEWALK 1" R 1" HMA STANDARD rAl ' HMA STANDARD rAl N TRAFFIC (ST) SURFACEForjeiffil TRAFFIC (ST) SURFACE lirAllirAffill HMA PAVING PER PLANS 4 ° 4 4 ° a ° ° ° a 4 ° ` a HMA STANDARD En HMA STANDARD • • I - TRAFFIC (ST)~ INTERMEDIATE GRANULAR SUBBASE - •�������� ►�. -.�• ►��• o o �i A• AM I. .. . TRAFFIC (ST) INTERMEDIATE GRANULAR SUBBASE ��������� ►�.�•.1•.4•.�• 41 po............ W202.0202 A, a \ \ as/\/\////\/ SUBBASE/SUBGRADE SUBBASE AS • �� •ffeTer,Wohi74 ��71/ ti�Amtll /\/\//\//\///\ /IDOT ////// AS SPECIFIED SECTION 4123, �o�o�o�o� ��•�aMis�. IDOT SECTION 4123, \/\/\/\/\ / / /\/\/\/\/\ SPECIFIED \ \ \ \ \ \ \ \ \ \ \ \ \ % ////////A 12"24 MODIFIED SUBBASE SCARIFIED AND RECOMPACTED SUBGRADE / / / / /\//\//\//\//\ \ \ \ \ \ / / / / /\/\/\/\/\ MODIFIED SUBBASE \ \ \ \ \ / /// /// /// /// \ \ \ \ \ \/\/\/\/\ N /\\/\\j\/\\/\/\ INTEGRAL 6" PCC CURB AND SIDEWALK 4 SUBGRADE SPECIFIED AS MATCH BOTTOM ADJACENT PAVING OF (98% STANDARD PROCTOR DENSITY) \/\/\/\/\ / / / / / SCARIFIED AND RECOMPACTED SUBGRADE I I=III=III=III WALL/PAVING 3/4" SLOPE SUBGRADE OR FILL (98% I=I I=I I=III III I (98% STANDARD PROCTOR DENSITY) IIIIII—III— I I= I I=I _ I =I• _I 4 4EXISTING JOINT SEALANT /� 'P.C.C. A `° D °� m ,. ° D ° ° oD �� ° D o D D D A °COMPACTED ° ' STANDARD PROCTOR DENSITY) I I- III=III=III EXISTING SUBGRADE COMPACTED FILL STANDARD PROCTOR DENSITY) FIRE LANE H.M.A. PAVING OR (98% =III=III=III I_ d 4 ° 4 °d P.C.C. ° ° 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 Q ISOLATION JOINT0 , \ / \� \\ SHALL PAVEMENT THE CONSTRUCTION MATERIAL OPERATION. / SUBBASE AND SUBGRADE AS SPECIFIED SUBGRADE IS FLUSH EXPANSION JOINT ENSURE THAT CONCRETE NOT FLOW UNDER EXPANSION JOINT BE INSTALLED SURFACE AND CARE OF THE PAVEMENT REMAINS IN PROPER WITH BASE FILLER TO DOES AND VOID SHALL BE TO POSITION GRANULAR SUBBASE - _ _ _° dI ��**.���� 4 4 44 NOT TO SCALE IDOT SECTION 4123, p ��������� co41 SCARIFIED AND \/\/\/\/\ MODIFIED SUBBASE ��������� RECOMPACTED SUBGRADE /////�/////\' N „ SCARIFIED AND \/\/\/\/\ (98% STANDARD PROCTOR \ \ \ \\/\\ \\\/ ► RECOMPACTED SUBGRADE /\//\//\//\//\ \\\\\\\\\ DENSITY) N\\\/\\/\\/\\ 2" 3" 4" 1-1/2" (98% STANDARD PROCTOR DENSITY) /\/\/\/\/\ \/\/\/\/\\ / / / / // EXISTING SUBGRADE OR COMPACTED FILL (98% STANDARD III —III —III —III HMA STANDARD / �'/"""��� `�' SEE PLAN FOR PAVEMENT RECEIVING CURB SHOWN. BE AWAY SLOPE. SLOPE MAY FROM CURB. 4"R 1/4"R TRAFFIC (ST) SURFACE HMA STANDARD IllprApA EXISTING SUBGRADE OR COMPACTED FILL (98% STANDARD PROCTOR —III—III—III III —III —III —I PROCTOR DENSITY) 11= III —III II —III— 1= I DENSITY) PCC PAVEMENT I=III=III=III NOTE: CROSS SECTIONS SUBGRADE PREPARATION SHALL EXTEND 24" BEYOND EDGE OF PAVING TRAFFIC (ST) INTERMEDIATE GRANULAR SUBBASE - IDOTSECTION4123, ���� .�.I.� •., ,�o�o�o�o� m.•.�•.•.� R - • I - '.�����1 ��•'�•�•�• NOTE: SUBGRADE PREPARATION SHALL EXTEND 24" Q +_ . (2) NO. 5 B ° ° , . 3'R ° a • a o ° ° _ u' . w z U z J 0- Et MODIFIED SUBBASE SCARIFIED AND RECOMPACTED SUBGRADE /\/\/\/\/\ \/\/\/\/\ /\/\/\/\/\ BEYOND EDGE OF PAVING BARS @012" OC 0 0 0�0�O-OctOo`poUovo o 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 � o ��\�\� \ ��0 0 \ j\ v�y�� 0 9 0 u..�� �� 0 0 0 0" 9 u) 9 9 9 9 9 9 9 Y 0 C.)w '0��� 0^0 0 0 o H z 0_ (98% STANDARD PROCTOR DENSITY) \ \ \ \ \ j/j%j% EXISTING SUBGRADE OR —III—IIIII IIII /\ \\/\ 2.50'2.00 COMPACTED FILL (98% STANDARD PROCTOR DENSITY) HMA PAVEMENT CROSS SECTIONS IIIIIIIII 6" PCC CURB AND GUTTERSUBBASE AS SPECIFIED NOT TO SCALE ©NOT 0 NOT TO SCALE TO SCALE NOT TO SCALE t 10' MIN. R=3'-21/2" 2'-2 7/8" 1 RESERVED PA° RK IO MUTCD R7-8 RESERVED PARKING SIGN W/ STATE PERMIT REQUIRED I Col ` & O� ENGINEERING FABRIC w• Z w L Z • ENGINEERING FABRIC / O F� \//\ GROUND LINE \//%////\//�//i//i , \ /\/� / w / /\/ w %\� w GROUND LINE �%r Lf)-' \ /////GR '` R,6" R=2' 2 7/8" N \ o N STATE PERMIT (REQUIRED MUTCD R7-8P VAN ACCESSIBLE PLAQUE o 6° _ w - // //' FORESLOPE TRENCH AND COMPACTED / /,�/� /\ /TRENCH / O \\\�/ /. - \ cco > O , AND COMPACTED BACKFILL BACKFILL 12" MIN DEPTH 12" MIN DEPTH AND 4" MIN WIDTH 4" MIN WIDTH - . a VAN V L_ACCE IMPROPER USE FINE PLAQUE \�\ - // ENGINEERING FABRIC TO BE FOLDED ENGINEERING FABRIC ACROSS BOTTOM OF TRENCH TO BE FOLDED ACROSS BOTTOM OF TRENCH SECTION TYPICAL SECTIONL$200 IMPROPER USE (FIETYPICAL NOTE: ALL PAVEMENT EDITION OF DEVICES (MUTCD) CURVED TRAFFIC ARROW 8 MARKINGS THE MANUAL AND SHALL CONFORM ON UNIFORM TRAFFIC LOCAL STANDARDSABOVE TO THE LATEST CONTROL SILT FENCE DITCH CHECK SIGN AS SCHEDULED _ ENGINEERING o ► FABRIC 8' SPACING NORMAL FORESLOPE GROUND O (20' FOR NORMAL 10' DITCH) NORMAL GROUND 5' 5' MAX 5' MAX 5' MAX 5' MAX BACKSLOPE NOT TO SCALE - LINE Z '6) \\ 0 \ r/\%�/. co 6" 1'-6" 2" STEEL RND OR SQ PIPE PAINTED PER OWNER'S DIRECTION MOWING EDGE O co o I- � ,„/�\ ��/\\ 'c'-* ,`b 23° '-6 ,, `' 2" RISE IN TRENCH BOTTOM FENCE STEEL POST TO BE EMBEDDED BOTTOM BELOW TRENCH BOTTOM DETAILS OF DITCH FOLD FIT CHECK FABRIC TO TRENCH -' SLOPE CONCRETE FOR POSITIVE WATERP RUNOFF - E,, 8" OD SCH 40 STEEL PIPE BOLLARD FILLED SOLID WITH CONCRETE. PAINT COLOR TO BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION ISOLATION JOINT DETAILS OF SILT FENCE WIRE CORD POST NOTES: POST CORD (e� NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS. 0 ACCESSIBLE PARKING SYMBOL FABRIC WIRE O SECURE TOP � � I ISOLATION JOINT FABRIC TO STOFENGINEERING EEL POST. ' , / / ENGINEERING FABRIC O PLACED TO BOTTOM /' ° �'' //� ENGINEERING FABRIC FRONT VIEW O HAVE A MINIMUM 36" TO BE NOTE: TWIST CORD AND OF TRENCH. PLACE AROUND POST, SECURE WITH WIRE. SHALL WIDTH. POST TOP VIEW NOTES: ° 4 a — ifl o I i I 18" DIA CONCRETE/\j\\\/\\\j���r\\\/�\\/\ BASE \ / - co 1. CONTRACTOR TO VERIFY SIGN GRAPHICS AND INSTALLATION WITH STATE AND LOCAL CODES. ° 4 ° ° ° CONCRETE FOOTING Zh SILT FENCE 10 18 " 1 2. TRAFFIC SIGN AND INSTALLATION SHALL C° CONFORM TO THE LATEST EDITION OF THE DIA rl'-6" r PLAN VIEW C� 8" SECURITY BOLLARD J 6" „ MANUAL ON TRAFFIC CONTROL DEVICES ADA SIGN POST AND SIGN 6 NOT TO SCALE NOT TO SCALE " NOT TO SCALE NOT TO SCALE TRENCH WIDTH MIN=0D+12"MAX=1.25X0D+12" I_ III —III— 1I1 1I111 QD fWffII 111111UNDER 111SECURE —III=11 1 —111— OD 111-111- I III11 — LIFTING LOOPS TO OR SURROUNDING_ SURFACE =11 - T=I N -III: �� ��'-g� INLET GRATE11 ��.�..►�.►�`►�` LOOPS SIZED FOR 1"REBAR. ..►`'�►`''`� LIFT FILTER BAG FROM INLET ►�''�'',�'�''' USING REBAR FOR HANDLES �'� '��',�`` •/ `` 2"x2"x3/4" RUBBER BLOCK (TYP) 1/4" BRIGHTLY COLORED NYLONii.TFABRIC ROPE EXPANSION RESTRAINT m L J!J 1. EMPTY FILTER SACK WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE WILL BE WOVEN POLYPROPYLENE THAT MEETS OR EXCEEDS. 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OILS SPILLS AREA CONCERN. - I 11 IIII =111 —111 IIII==III=FOUNDATION I— III 1 1 1- T 11l 1= =III= 1 1 1 1 1 NOTE: SUBGRADE SHOULD BE EXCAVATED OR OVER EXCAVATED, IF NECESSARY, SO A UNIFORM FREE OF PROTRUDING ROCKS MAY BE=�. PROVIDED. UNDISTRUBED = I SOIL =1 I_ 1—,III 1(MIN) 4" MIN GRANULAR CRADLE SUBGRADE EXCAVATED, FOUNDATION BE FLEXIBLE PIPE EXCAVATION I I=111=11ii_ PROVIDED. _ III 1 11 1 -- SHOULD IF NECESSARY, FREE AND 1- BE EXCAVATED SO OF PROTRUDING BEDDING A OR OVER UNIFORM ROCKS MAY 1 UNDISTRUBED �I SOIL 1 1 I = = 11 III= 1= 1 OVERFLOW HOLES I � �. (OPTIONAL) GEOTEXTILE BAG ° 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK WILL MATCH THE INSIDE WIDTH OF THE GRATED INLET w. BOX. --III—III—III—I GRANULAR 1—III 111 111 111 - -11 111= 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT / �`� ►� „ 2 x2 x3/4 RUBBER 6. THE DEPTH, "D", OF THE FILTER SACK WILL BE BLOCK (TYP) BETWEEN 18 INCHES AND 36 INCHES. ELEVATION VIEW 7. THE LENGTH, "L", OF THE FILTER SACK WILL CRADLE RIGID PIPE EXCAVATION AND BEDDING LOOPS SIZED FOR 1" REBAR. l� 1 USING REBAR FOR A HANDLE TO EMPTY FILTER I p EPT I. PROFILE VIEW OF MATCH THE INSIDE LENGTH OF THE GRATED INSTALLED FILTER SACK INLET BOX. N SACK A SEDIMENT COLLECTION LOCATION. ` � 0 LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE °,\ PROPERTIES TEST METHOD UNITS �F46,y ‚$. ��� 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 (11) NOT TO SCALE NOT TO SCALE RCP FLARED END SECTION WITH TRASH RACK, PER PLAN PAVEMENT OR GRADE CLASS'E' RIP RAPFINISHED INSTALLATION PER 4" SUDAS Z VARIES ° ° a a ° GRANULAR SUBBASE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE VARIES �j �0�0 �� ..• ���� ��-�-'� • 0�0 SOMETRIC VIEW PROPERTIES TEST METHOD UNITS �/1 l �/ DO NOT USE ON ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS FILTER SACKS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 265 LBS 20% 135 LBS 8420 PSI 45 LBS 1�CN v�� 4" PERFORATED z N •-•-•• �� • _ POROUS ROCK (EXTEND TO BOTTOM OF PAVEMENT) ) C° ", )I/ •• r �/\�/\\ \//, ° • ° . (GRATED INLETS)UV RESISTANCE APPARENT OPENING SIZE ASTM D-4355 ASTM D-4751 90% 20 US SIEVE FILTER FABRIC < 4 LEA_ ATE PERMITFLOW RTIVITY ASTM D-4491 ASTM D-4491 0 ECL/MIN/SQ FT 1.5 FILTER SACKS CAST -IN -PLACE OR PRECAST 1'-6" I I #3 CLOSED HOOPS @ 12" OC SUBDRAIN i CONCRETE FOOTING FLARED END i SECTION (6) #5 HORIZ BARS FOOTING 3" (TYP) PAVING SUBDRAIN e 3" (TYP) FLARED END SECTION FOOTING WITH RIP -RAP NOT TO SCALE NOT TO SCALE 40 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G R� PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 CONSTRUCTION DETAILS C501 Page 204 of 367 CONCRETE COLLAR AROUND FES CONNECTION INSTALL RED VALVE CHECKMATE ULTRAFLEX INLINE CHECK VALVE INTO RCP PIPE PER MANUFACTURER'S INSTRUCTIONS 6' #5 BAR CAST INTO CONCRETE AND BOLTED TO FES SIMILAR TO STANDARD RCP TIE. 18" RCP STORM. STEEL STRAP OR #5 HOOP BAR CAST INTO FOOTING AND BOLTED AROUND FES. 18" RCP STORM OUTLET NOT TO SCALE Wall ° Width Lowest Flowline 4" 4 Base #4 Bars at 12' o.c. Each Way POND OUTLET STRUCTURE (SW-513) NOT TO SCALE Inlet° Openings Wall WidtA=' - 6" 12" min. —I— D - Inlet ° Opening —6" min. Wall Width SECTION A —A RIM = 879.50 18" RCP OUTLET PIPE PROPOSED GRADE Location Station 6'' x 6'' 02 Center Pier (When Applicable) Diagonal Bar (t411) Top Reinforcing #4 bars at 6" o.c. Each Way Invert 4" ORIFICE 100-YEAR FLOODPLAIN EXISTING GRADE 18" RCP FES WITH TRASH RACK INSTALL (2) APRON FOOTINGS PER SUDAS SPEC 4030.2212 SEE DETAIL FOR INLET SIZE AND LOCATIONS CONSTRUCT INLET OPENINGS WITH 15—INCH #4 EPDXY —COATED BARS AT 8 INCHES ON CENTER. EMBED BARS A MINIMUM OF 3 INCHES INTO WALLS AND TOP AT ALL OPENINGS. WALL WIDTHS VARY WITH PIPE DIAMETER. PROVIDE 6 INCHES OF WALL WIDTH (MINIMUM) EACH SIDE OF PIPE OPENING. MINIMUM WALL 4 CAST —IN —PLACE BASE SHOWN. IF BASE IS PRECAST INTEGRAL WITH WALLS, THE FOOTPRINT OF BASE IS NOT REQUIRED TO EXTEND BEYOND THE OUTER EDGE OF THE WALLS. 05 INSTALL FOUR #4 DIAGONAL BARS AT ALL PIPE OPENINGS. © 12" MINIMUM WALL HEIGHT ABOVE ALL PIPES. 07 MANHOLE FRAME AND LID TO BE NEENAH R-6115 OR APPROVED EQUAL. NOTCHED WEIR 4" ORIFICE AT NWL 4' LONG X 9" TALL OPENINGS ON 3 SIDES MANHOLE ACCESS OPENING OPENING CONFIGURATION (POND OUTLET STRUCTURE) TOP = 879.00 IE = 878.25 IE = 876.00 18" RCP OUTLET PIPE AFINITAS AG2424 ANGLED GRATE TRASH GUARD OR APPROVED EQUAL NWL = 875.50 RIM = 879.50 4" ORIFICE FLOODWAY IE = 875.50 NO FILL TO BE PLACED WITHIN FLOODWAY. LIMIT DISTURBANCE ONLY TO WHAT IS REQUIRED FOR INSTALLING OUTLET AS SPECIFIED AND ALLOWING POSITIVE DRAINAGE. LOOKING WEST (POND OUTLET STRUCTURE) 10" GATE VALVE 36"X36" ALUMINUM HATCH 5BARS @9"O.C. 2'-62" 2° SERVICE CORPORATION BALL VALVE 2" SERVICE SADDLE SADDLE SENSUS 10" NI F-2 WATER METER �r • • • • 10" GATE i 4'-0 • VALVE 2'-9.5 #4 BARS @ 9" 0.C. 4'-2 /- #5 BARS @ 9" O.C. WATER METER PIT NOT TO SCALE TOP = 879.00 IE = 878.25 NWL = 875.50 #4 BARS @ 12" O.C. #4BARS@9"O.C. ';4 BARS @ 12" O.C. #4 BARS @ 8" O.C. 04 BARS @ 9" O.C. GENERAL NOTES 1. SUPPOERT WATER MAN 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 7'-10 PIPE SIZE REDUCTION ONLY). FOR ALL OTHER INSTALLATION CONFIGURATIONS, A MINIMUM OF 5 PIPE DIAMETERS OF STRAIGHT RUN IS 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. #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. 2" CORE DRILL AND LINK SEAL FOR COMMUNICATIONS CONDUIT #4 BARS @ 9" O.C. 12"X12"X12" SUMP PIT 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.) 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 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 CONSULTANTS SHIVEI-IATTERY ARCHITECTURE + E N G I N E E R I N G RIE PROJECT INFORMATION WATERLOO WAREHOUSE 3520 NEWELL ST. WATERLOO, IA © 2024 RYAN A+E, INC. PROJ. NO. 701684 ISSUE # ISSUE RECORD DATE DESCRIPTION P2 06/14/2024 CITY SUBMITTAL #2 CONSTRUCTION DETAILS C502 Page 205 of 367 GENERAL NOTES Rll - 5v ° po®ill ~ Il ii mmomii!: oe p R� A 11;1111:.- olot 60,2 "Ma it+ P -fi 'AP r �7�'�=�=�� AE�l/.�OI�II��I®� o.,. a�� �.. sk.e���s o�. �s� � sal ��g sws��0L/100!Wr11 fr esss ��i�.rvar��s^ s�w�lassosrr��rasiv VA cWA IIar_mar OEr� fi l�Y�O� �d6>• SHEET INDEX 03 - LANDSCAPE SHEET NAME H W cn CITY RESUBMITTAL L001 LANDSCAPE TITLE SHEET • • • L100 OVERALL SITE LANDSCAPE REFERENCE PLAN • • • L200 SITE LANDSCAPE LAYOUT & SURFACING 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 /3 - Lawn -Low Maintenance Mix -Seeded ' Native Prairie Seed Mix -Iowa CP2 Shortgrass /= x /' - y.- 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 diriba 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 ,imippy' KENTUCKY ESPRESSO COFFEETREE Gymnocladus dioicus 'Espresso-JFS' WHITE OAK Quercus alba WHITE OAK.1 Quercus alba ariL Mr 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 �C MODERN 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 P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL O_ek`z- Q- G •I+G) ' 0 4c4L-� O 0 CITY RESUBMITTAL 06/14/2024 LANDSCAPE TITLE SHEET 1C•1110130101a3k111 C•R 6/13/2024 12:56:00 PM OVERALL SITE LANDSCAPE CONTEXT PLAN 1" = 100'-0" L001 Page 206 of 367 GENERAL NOTES Rll 6/13/2024 12:56:06 PM 7 i �:aFj'�� // ;y _'i zf ]-, j'1, i- , f� y •> '; = /'• . 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IFIREF�AVAIr. �T.amrArm smArm wAre wAramm�lll mrssw`rr/E earffA mmrm: rArmw l s' rer wArAwslawlrleZsll`r� i9/lea�/�s71e ilaW -:7I 71��� Ji IrMAPIIIrMA ACID.ILL//NFMAiFMASIArM��I/14MIVACI IVAr I AffardrWIiQiL/ MAISI/fI /IrL/./W�rLlt/vAEVIG � AINWATOMATAWAMOWATIOVAIWASIIIWAVAIWAIWAVATAMONTAWARMAMPA �����lli��/I•/Il�rl/LLr�Ipi�;�drl�lLL�/j�fl�.�1 ' s��3verrl.��sx�ie'L.i�rrierliss-iesr�z►���.�Lr�.srr��►�w®�Ro.� AD2r0ic IDIilI�I-iiJll�l��i/1I�IVI�.®�ITJI'-��Ii�LI•/ilA► _���_ w �iML�dSI�II��IR�2S�.��BLI13�L�II�B�dl�fllQl�i�!!l"p _-.�A►��1 �►jtiv���� 4' Oa � _��` •i-' er�a,�����..��� ��.���'�'..DlI�A'.yi�.� 1 OVERALL SITE LANDSCAPE REFERENCE PLAN L100 1" = 60'-0" i 7- 7- i 7 .- 7 7 vv \\ 1. UTILITIES AND GRADING INFORMATION INDICATED ON LANDSCPE DRAWINGS ARE SHOWN FOR GRAPHIC REFERENCE ONLY. REFER TO CIVIL PLANS FOR ALL GRADING AND UTILITY LAYOUTS AND LOCATION. KEYNOTE LEGEND L1 MAIN ENTRY DRIVE; L2 ELEC EQUIP; (SEE ELEC.); L3 GENERATOR; (SEE ELEC.); PROVIDE SCREENING; L4 GATED ACCESS; L5 STORMWATER MANAGEMENT; (SEE CIVIL); L6 PROPOSED TREES; PROVIDE MULCH RINGS AT ALL TREES NOT LOCATED IN PLANTING AREAS; L7 SURFACE TREATMENT; CONCRETE, TYP.; STANDARD JOINTING; L8 SURFACE TREATMENT; PLANTING AREAS; MIX OF SHRUBS/PERENNIALS; SHREDDED HARDWOOD MULCH; 3" DEPTH; DRIP IRRIGATED; L9 SURFACE TREATMENT; ROCK MULCH; BASIS OF DESIGN: 2-6" FIELD STONE W/FABRIC UNDERLAYMENT; L10 SURFACE TREATMENT; LOW MAINTENANCE LAWNS; HYDROSEEDED-SEE SEED MIX MATRIX -SHEET L200; IRRIGATED; L11 SURFACE TREATMENT; NATIVE MESIC PRAIRIE/FORB MIX; SEEDED-IOWA CP2 SHORTGRASS; L12 SURFACE TREATMENT; RIM-WET/STORMWATER MIX; SEEDED-IOWA CP23-25; L13 LANDSCAPE EDGING; COMMERCIAL GRADE PVC; COLOR 'BLACK; L14 EMPLOYEE PATIO; SURFACE TREATMENT SCHEDULE SURFACE TYPE GRAPHIC ID KEYNOTE ID (SEE KEYNOTE LEGEND/LAYOUT & SURFACING PLAN) Concrete Pavement C Lawn -Low Maintenance Mix -Seeded ,//. / ,+ y LL Native Prairie Seed Mix -Iowa CP2 Shortgrass // ////// /, / NP Native Seed-Rim/Wet Stormwater Mix -Iowa CP23-25 / // -0 ¢ % NW Planting Areas PA Rock Mulch #1 T-ozsb 6-o - 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 MODERN 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 P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL O+G) Q- G l 0 4(4L-� O 0 CITY RESUBMITTAL 06/14/2024 OVERALL SITE LANDSCAPE REFERENCE PLAN L100 Page 207 of 367 GENERAL NOTES Rll 6/13/2024 12:56:15 PM 2 x 7 r o,� e ���.vaysrr�ssir�s�,�rs�o�s�s��sri�w.rss�sNvirros�slAs�.xv�ss�.tlta®s�sr•.tttwsys��roA•sr��sffss►�ss��vs�irrr��sssIaaws.�rsrsll�s�►sras�®p�������� A` iios grAwAais.7fi vmomgisr Para .l griigv �sdsrri's.'fi�l�ill/i1fsSwi' sst/e wrwir rAsrlOtLi'rrA rAt rrr s srri si►.t��e►I/.nwS� sraZ�s rAtvAemrd � �tl \ �'�) irArswsrrmiem b►�.Amur#SSE r Asnlvrsrar rAffirAger rrls ►s��s�slsIo ea smarirmA ursarA.raummArs egrAm Iasicrirss�zrirasrs�sraiorAme��. 0io®��������/i�j 401A .:xr�erAzAB ersT�rss.te saAtem irrsr 4BrA a i_rmaserr�asons►sasvaarr.�sss�ral►asrsrrr. eamivs�s�-err_rsra_as�sr_maisgmLABrsrsr.>Irss�►sr�Irs„�� �1t>/trj i ` 4 TirPL%�OLee���i%�C7�'d�I�sST'fl�s%1%fli:r%l.%flfrss/Y�riL%:IILi'��SLCiE7R��I��%1.I%r�sT%Y/ICtrr��7/YL%L"rr�� �� p `y` I�y�s rm y� - -- \\ ' 11� ti► ��7TIla����//�Orw trim rereirda ,0 A mop/ reterr tzaef- - ozo t ifis rea ird t ritro FA ram trAt rt arsorturgra -441 srAt r iir Ar,7 4,410 0 r ; ter' ✓• _Y'• 1f ✓ ;i; _ ?- ' �.p� %, , r I f t - y. •J' _•,, - ✓-< , r' ,'f ��"�lrrsftlme's • • /!i/ii',-'`/•,/�`J j\/ ✓r';;-'•s � �=yam, i/✓y.i��Si1i3�y/di1��a���lUw�.'�� � _y . ,�,- , �'_,'/ - , >t- -' -•r• ;� _- /- .. _ _, - -y ,_,� ' - ®/��irlO.ti►�a���rtwy',��iO1. ,:•.�y-M,�ras y 1, / _7 • 7' i' / r ��rrrs9rsr®.�rsssrst�ssrs�r�.�.vslaea.,a►i►s�sr�rrrrsrrrs�vsr.�rsrsr��ra-srsle+��trrra.,s��sa�tr.�o�sJsr�►s�rsfaarrsr�.r�tvrsrsrsszssrass,;�sr�.rerirssrr ��,�r 0-1 r ; �� /iTLrO/f0'LLr/r/I/ feriM I"AB �TirrMai- eMSigMrwT r/r/f/Lr/J//ICFA?&%7 -Ate/l/.�r/lr/1/LIDO/ISSM- le'ATA i✓?/Lr/1/lr��110 g i3/�i78iill�i.�Lert/Qi7l{i�/ II / ❑ ❑ I- I_❑ ❑ ❑ ❑ LIi I m AL 41 Ape rs_rrMasrArMINIMMINAPAIIIv .O07474 ?i -/ -23 .,e �`, r• d ✓ ASIVANIFISMOZIAWAIRI►FSWIAM a".i. 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I�I�iYtiY�iYtiYtiYtiYtiYY�iYt�Yt�Y�iY�iY�1YI�iY�iY�iYtiYYt�YYYYt�Yt�Y�iY�iY�i.11l�i�i�tlll����Y^�YYYYt�Y�iY�iYt IlliY�iYtiY�iY�iYtiY�iY•�iYYYt�Yt-YYiYt�Y�iti,l.'�iY eYYYY�iYti���i�-iY�iY�iY�iY�iY�ILI~it�iY�iY�iY�iYY�iYYYY�iY�iY�iY�iY�iY�IlliYa r...rcrralrAvsav .��lls.1�s7► d/ • '✓- 1 OVERALL SITE LANDSCAPE LAYOUT & SURFACING PLAN L200 1" = 60'-0" •7- • y 7. � , •t� 77 1. UTILITIES AND GRADING INFORMATION INDICATED ON LANDSCPE DRAWINGS ARE SHOWN FOR GRAPHIC REFERENCE ONLY. REFER TO CIVIL PLANS FOR ALL GRADING AND UTILITY LAYOUTS AND LOCATION. , 5 SURFACE TREATMENT SCHEDULE SURFACE TYPE GRAPHIC ID KEYNOTE ID AREA Concrete Pavement Lawn -Low Maintenance Mix -Seeded Native Prairie Seed Mix -Iowa CP2 Shortgrass Native Seed-Rim/Wet Stormwater Mix -Iowa CP23-25 Planting Areas Rock Mulch #1 j, j/ /� %/ / NW + / PA 10520 SF 56373 SF 375652 SF 41606 SF 4336 SF 7808 SF NATIVE POLLINATING SEED MIX MATRIX: Native Pollinator Mesic Shortgrass Prairie Mix: Iowa CP2 Short 30-10 Conform to base mixture. 496295 SF Common Name Scientific Name Rate (lb/acre) % of Mix (by weight) Bloom Season Seeds/sq.ft. Grasses/Sedges: Little Bluestem Andropogon gerardii .54 1.8 % 3.0 Sideoats Grama Bouteloua curtipendula 1.36 4.6% 3.0 Blue Grama Bouteloua gracilis .27 .9% 4.0 Rough Dmpseed Sporobolus compositus .73 2.5% 8.0 Fox Sedge Carex vulpinoidea .22 .7% 8.0 Junegrass Koeleria macrantha .054 .18% 4.0 Forbs: Black-eyed Susan Rudbeckia hirta .059 .20% SummerlFall 2.0 Illinois Bundle Flower Desmanthus illinoensis .32 1.1% Spring/Summer .50 Purple Prairie Clover Dales purpurea .61 2.1% Summer 4.0 Gray -headed Coneflower Ratibida pinnate .091 .31% Spring/Summer 1.0 White Prairie Clover Dalea candida .36 1.2% Spring/Fall 2.5 Cover Crops: Oats (Spring/Summer) Avena sativa 25.00 84.5% 11.00 *Winter Wheat (Fall Only) Triticum aestivum 25.00 84.5% 11.00 Broadcast Rate: 29.6 lb/Acre (51.0 Seeds/square foot) including specified cover crop. Native Pollinator Rim/Wet Mix: Iowa CP23-25 Conform to base mixture. Common Name Scientific Name Rate (lb/acre) % of Mix (by weight) Bloom Season Seeds/sq.ft. Grasses/Sedges: American Sloughgrass Beckmannia syzigachne .25 .88% 4.591 Big Bluestem Andropogon gerardii 1.80 6.34% 6.612 Bluejoint Calamagrostis canadensis .01 .04% 1.028 Green Bulrush Scirpus atrovirens .006 .02% 1.014 Fox Sedge Carex vulpinoidea .065 .23% 2.388 Fowl Bluegrass Poa palustris .17 .60% 7.974 Prairie Cordgrass Spartina pectinate .03 .11% 073 Woolgrass Scirpus cyperinus .006 .02% 3.871 Torrey's Rush Juncus torreyi .002 .007% 1.175 Virginia Wildrye Elymus virginicus .85 3.00% 1.311 Forbs: Blue Vervain Verbena hastata .070 .25% Summer 2.391 Boneset gEupatorium perfoliatum .004 .01% Summer/Fall .235 Brown -eyed Susan Rudbeckia triloba .010 .04% Summer/Fall .125 Cardinal Flower Lobelia cardinalis .002 .007% Summer .294 Water Plantain Alisma subcordetum .050 .18% Summer 1.102 Flat Topped Aster/White Aster Doellingeria umbellate .005 .02% Summer .123 Giant St. Johnswort Hypericum ascyron .010 .04% Summer/Fall .698 Great Lobelia Lobelia siphilitica .005 . 02% Summer .918 Monkey Flower Mimulus ringens .002 .007% Summer 1.690 New England Aster Symphyotrichum novaeangliae .006 . 02% Summer 145 Prairie Blazing Star Liatris pycnostachya .008 .03% Summer .032 Common Mountain Mint Pycnanthemum virginianum .002 .007% Summer .162 Purple Meadow rue Thalictrum dasycarpum .006 .02% Spring/Summer .024 Seedbox Ludwigia alternifolia .002 .007% Summer .955 Slender Mountain Mint Pycnanthemum tenuifolium .005 .02% Summer 694 Sneezeweed Helenium autumnale .010 .04% Summer/Fall 478 Swamp Milkweed Asclepias incarnata .010 .04% Summer/Fall 018 Cover Crops: Oats (Spring/Summer) Avena sativa 25.00 88.00% 15.9 *Winter Wheat (Fall Only) Triticum aestivum 25.00 88.0% 15.9 Broadcast Rate: 28.4 Ib/Acre (65.122 Seeds/square foot) including specified cover crop. Low Maintenance Lawns: Drought/Salt Tolerant Blend Purpose: Salt, shade and drought tolerant turfgrass requiring less frequent mowing and Tess fertilization than conventional turfgrass. Conform to listed species below. Common Name Scientific Name Rate (lb/acre) % of Mix (by species) Bloom Season Seeds/sq.ft. Grasses: Low Maintenance Kentucky bluegrass Poa pratensis'low maintenance' 36.00 16.36 1148.70 Sheep Fescue Festuca ovina 25.00 11.37 304.22 Red Fescue Festuca rubra 64.00 29.09 667.00 Chewing's Fescue Festuca rubra ssp. commutate 44.00 20.00 458.60 Hard Fescue Festuca trachyphylla 30.00 13.64 389.10 Perennial Ryegrass Lolium perenne 21.00 9.54 104.60 Broadcast Rate: 220 lb/Acre (3,072.22 Seeds/square foot) 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 MODERN KEY PLAN 0 60' 120' r 180' A \ \ PROJECT INFORMATION WATERLOO WAREHOUSE Waterloo, IA © 2024 RYAN A&E, INC. PROJ. NO. 701684 ISSUE RECORD ISSUE # DATE DESCRIPTION P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL O+ so e' 0 �� CITY RESUBMITTAL 06/14/2024 SITE LANDSCAPE LAYOUT & SURFACING PLAN L200 Page 208 of 367 Rll 6/13/2024 12:56:24 PM OilliMIMil ME ❑ ■ PG ❑ ' ❑ ❑ p , �6� ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ❑ ❑ ❑ ❑ ❑ r°� in3 ❑ ❑ ❑ ❑ ■ ■ ■ ❑ ❑ ❑ e- U_ ❑❑ w ■ ❑ ❑ ❑ ■ 1 I AF 1 CO.1 - , - _ - AlrIVAIEWAWASPINAr ®ew4vrgrial=emsf#11 AraMAWAFFAVAREWAWARDWAriffirMAWAWAErgir 1 OVERALL SITE LANDSCAPE TREE PLANTING PLAN ASEVAIERWAIIMIWAINVM rVAISIEVA .rliPMAIMIPM1Makfr. :sue L400 1" = 60'-0" • 7 7 AIVAISIVANIVAIEFIEW AlliBraffirallralyarAir GENERAL NOTES 1. SEE SHEET L401 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2. ONLY TREES ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY 3. UTILITIES AND GRADING INFORMATION INDICATED ON LANDSCPE DRAWINGS ARE SHOWN FOR GRAPHIC REFERENCE ONLY. REFER TO CIVIL PLANS FOR ALL GRADING AND UTILITY LAYOUTS AND LOCATION. 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. LANDSCAPE CALCULATIONS TOTAL SITE AREA: TOTAL LANDSCAPED AREA: 1,025,267 +/- SF 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: 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 (80 pts): 19 Overstory @ 3" (90 pts): 14 Overstory @ 2.5" (80 pts): SHRUBS/PERENNIALS: Provided Points from plantings:1,839 STREET TREE PLANTING: 1. Minimum of 1.5 points per linear foot of street frontage must be met through the 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): 720 pts 1,710 pts 1,120 pts 3,550 pts provision of 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 PG BLACK HILLS Picea glauca densata '6' B&B 35'/22' 80 pts qiit SPRUCE 15 Deciduous Tree O5 + AR NORTHWOOD MAPLE Acer rubrum 'Northwood' 3" B&B 50'/35' 90 pts i& WO 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 55'/40' 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 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 10 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 0 19 Po AMBER JUBILEE NINEBARK Physocarpus opulifolius 'Jefam'(PP23,177) #10 CONT. 60"/48" 10 pts 38 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 Op 5 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' 10 pts 98 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 11. 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 15 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 MODERN 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 P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL CITY RESUBMITTAL 06/14/2024 OVERALL SITE LANDSCAPE TREE PLANTING PLAN 56 L400 Page 209 of 367 Rll - - .i-' ai,.y, ;V ✓ - - - �/,.i ��. i.- ,,: ".- -'� - . -.i �!�.�s - �✓��y' .� �'�- L ,I -y; - - -G� T .�t'✓' 'i�i"' ✓'. , �' !.�'Y.' - - sa�� /' ratif Atra away �.r� AMP) �, ' ': 1, .� �. ,® AgrAyrosespiarip.., ,wr Aor,,Ag,twrimwASTAEreflopmficarrirotrAlfreiljartratirifirAraireintratrArpritrArei, reAraWairediArrAlrarsir ditatosi,40' 7, Wrij 9;01.4 Fr41): �..� ... ...Ammar a res_sI��r lel, NO "SS OWW1Ve 1 LANDSCAPE PLANTING PLAN DETAIL 4 Air lejam �itfra w Ma a a a a a a a a a aRANSa a a ara a a a a a a a a a a a a a a a a a a EIMENIMIffej Ma "Mk pi /- ;/../; %C/'/" . !/l / *"///'%ice///%1%"/%i!/ ` `. _ _%,/'.ii ` III III ` III III 1 Jvg 3 = ss=as aaaa tt . . . . . . . . . . . . . . . . . . . . . . . . . . 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 I 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 55735' 80 pts O 2 CO COMMON HACKBERRY Celtis occidentalis 2.5" B&B 55'/40' 80 pts 0 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 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 O 19 Po AMBER JUBILEE NINEBARK Physocarpus opulifolius 'Jefam'(PP23,177) #10 CONT. 60"/48" 10 pts CrIl 38 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. 3'/4' 10 pts 5 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' 10 pts 98 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 lA 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 15 Hss SAPPHIRE BLUE OAT GRASS Helictotrichon sempervirens 'Saphirsprudel' #2 CONT. 24"/18" 5 pts 56 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 MODERN 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 P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL Okek(4- Q- G 1-+G) l 0 4c4L-� O 0 CITY RESUBMITTAL 06/14/2024 LANDSCAPE PLANTING PLAN DETAIL 1C•1110130101a3k111 C•R 6/13/2024 12:56:30 PM L401 1" = 20'-0" L401 Page 210 of 367 GENERAL NOTES Rll 6/13/2024 12:56:32 PM A\ w z 2 N TREE 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: • 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 L500 1/2" = 1'-0" dAtt,k1g4, i 12" TYP. II I VARIES PER PLAN PLANT SPACING 0.C. (SEE SCHEDULE) -TET-TET-TET-TmI � T1-I C \ SHRUB AND PERENNIAL PLANTING DETAILS 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 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. 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" • 'I ♦�•j :::!i!i!i••• (1 POLY EDGER DETAIL 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' L500 1 1/2" = 1'-0" NATIVE GRASSES & FORBS NOTES INSPECTION, ESTABLISHMENT & ACCEPTANCE: 1. During the required establishment period for native seeded areas, the Landscape Subcontractor shall submit a written formal request to the Landscape Architect for inspections of the native areas at the completion of the first and second full growing seasons. a. At the end of the first full growing season, the native seed areas shall have a minimum of 70 percent native plant cover of acceptable species including seedlings of not less than 2 planted grass, sedge and rush species, and seedlings of not less than 4 planted forb species b. At the end of the second full growing season, the native seed areas shall have a minimum of 80 percent native plant cover of acceptable plant species including a minimum of 10 percent covered by planted native grass, sedge, or rush species and a minimum of 20 percent covered by planted forb species, and a minimum of 50 percent of all planted native species shall be present. 2. Following the completion of the minimum required establishment period, the Landscape Subcontractor shall submit a written formal request for a final inspection of the native seeded areas. At final acceptance all native seeded areas shall have a minimum native plant cover as called for at the end of the second full growing season. 3. The Landscape Architect's inspection shall determine whether maintenance operations shall continue in any part. 4. Upon satisfactory completion of all necessary corrective/remedial work and clean-up, the Landscape Architect will certify in writing the acceptance of the native planting and seeding. The Landscape subcontractor's responsibility for maintenance of native planting and seeding, or parts of the same shall cease on receipt of the Certificate of Acceptance. MAINTENANCE A. The establishment period for native seed and forb areas shall begin immediately after installation and continue for a minimum of 2 years or until the date that the Owner accepts the project or phase for beneficial use and occupancy. B. During the seed and forb establishment period the Landscape Subcontractor shall: 1. Water all seed to maintain an adequate supply of moisture within the root zone. An adequate supply of moisture is the equivalent of 25 mm (1 inch) of absorbed water per week either through natural rainfall or augmented by periodic watering. Apply water at a moderate rate so as not to displace the mulch, underlying soil, flood the seed or cause erosion. The Landscape Subcontractor shall provide sufficient equipment to ensure complete coverage of the seeded area within an 8 hour period. 2. Spray/spot spray with approved herbicides, insecticides and fungicides to control weeds and pests and to ensure plant survival in a healthy growing condition, as needed or directed by the Landscape Architect. 3. Provide the following native area establishment: a. Monitor the condition of seeded areas and take immediate corrective actions for observed problems and notify the Landscape Architect. b. Eradicate all weeds. Water, overseed, and perform any other operation necessary to promote the growth of grass and forbs. c. Any seeded areas or parts of areas that in the opinion of the Landscape Architect fail to produce a uniform and acceptable stand of native grasses and forbs, for any reason whatsoever, shall be reseeded and reseeded repeatedly until all areas are covered with a satisfactory growth of native grasses and forbs. d. Any such reseeding together with all associated grading, fertilizing, chemical applications, watering and mowing shall be at the expense of the Landscape Subcontractor. Reseeding and associated work shall be as specified herein and by a method approved by the Landscape Architect. 1. LANDSCAPE SUBCONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING IOWA ONE CALL (800-292-8989) 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 MODERN 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 P2 05/24/2024 DD SET B 06/14/2024 CITY RESUBMITTAL O_ek`z- Q- G +G) ' 0 4c4L-� O 0 CITY RESUBMITTAL 06/14/2024 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 211 of 367 -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 212 of 367 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) \%40'-0"� SF4 (� SF4 SF4 / � (SF4)iNTYP. 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 • 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 I 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 213 of 367 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 214 of 367 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" 7. 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 • 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 215 of 367 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 216 of 367 STORM WATER MANAGEMENT PLAN TVS Waterloo Warehouse Waterloo, Iowa S-H Project # 224000610 June 14, 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 S H IVCI-IATTE FAY A R C H I T E C T LJ R E+ E N G I N E E R I N G 4125 Westown Parkway, Suite 100 — West Des Moines, Iowa 50266 Page 217 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 1 of 8 I. Project Description An existing 33.1-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. The project is the proposed development of a 23.5-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 remaining 9.6 acres is a separate parcel (Area B) and is not being developed at this time. The detention practices outlined in this report will be sized to accommodate possible future expansion of impervious area on the South side of Area A, which may occur if the owner chooses to expand the warehouse. Three sub -watersheds were identified within the 33.1-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. Area B is considered in this report along with Area A, since the areas are owned by the same developer and the areas are contiguous. This report establishes pre -developed 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 % Of Total Area EX DA 1 (West) acres 9.4 EX DA 2 (South) acres 6.9 EX DA 3 (East) acres 16.8 Total Area A acres 23.5 71% Total Area B acres 9.6 29% Page 218 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 II. Summary of Project Impacts Page 2 of 8 A. Stormwater Management Criteria The City of Waterloo's stormwater management criteria include quality and quantity requirements. For water quality, 24-hour detention of the 1.25" WQv event is required. For quantity, release rates from larger storms, up to and including the 100-year storm event, are to be below the pre -developed rates resulting from a 5-year storm in the pre -developed (meadow) condition. B. Proposed Stormwater Management Quality and Quantity management will be provided for Area A. Area B will be addressed at the time when it is developed in the future. For Area A, the site has been designed to capture runoff from as much land as possible. Captured runoff will be directed into a wet detention pond on the West side of Area A. This pond will provide 24-hour extended detention for the 1.25" WQv event, and will control release rates from larger storms, up to and including the 100-year storm event, to below the pre -developed rates resulting from a 5- year storm in the pre -developed (meadow) condition. Runoff from some minor areas on the perimeter of Area A is not able to be captured. Due to hardships, site constraints, and the relatively small quantities of stormwater involved, runoff from these areas is proposed to not count against the allowable release rate for Area A. These direct discharge areas are discussed in more detail later in the report. III. Pre -Project Conditions A. Soil Conditions - 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 slopes generally ranging from 0% to 2%. 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. Page 219 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 3 of 8 D. Existinq 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. No development is planned within the floodway at this time. Limited development within the 100-year floodplain is proposed, and floodplain permit has been applied for. 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. Existinq Site Conditions Area A and Area B are currently in row -crop agriculture. Table 2. Pre -Developed Site Conditions Parameter Units EX DA 1 EX DA 2 EX DA 3 Area (acres) Acres 9.4 6.9 16.8 Meadow (HSG B) -- 58 58 58 TOC (Meadow) Minutes 37 37 54 5-Year Peak Flow (Meadow) cfs 2.74 2.01 3.91 Total Peak Flow From Site cfs 8.66 5-YearPeak Flow For Area A (71%) cfs 6.15 5-YearPeak Flow For Area B (29%) cfs 2.51 G. Contributing Off -site Drainage No off -site areas contribute to Area A or Area B at this time. IV. Proposed Site Conditions 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. Page 220 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 4 of 8 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) 3.4 0 Impervious Surfaces (CN=98) 14.9 0 Total Site Area (acres) 23.5 9.6 Curve Number 84 75 Table 4. Area A Sub -Drainage Areas Drainage Area Name Area (acres) CN DA 1 1.19 61 DA 2 0.73 64 DA3 0.87 61 DA 4 20.74 92 Total Area 23.5 88 Table 5. Area B Sub -Drainage Areas Drainage Area Name Area (acres) CN DA 5 1.45 75 DA 6 8.18 75 Total Area 9.8 75 B. Direct Discharge Areas — Area A There are three drainage areas that discharge directly from Area A without being detained: DA 1, DA 2, and DA 3. Runoff from these areas is not able to be captured for a variety of reasons. DA 1 represents an area on the west and south boundaries of the site. The west boundary is adjacent to the floodplain. The pond embankment has been graded to be above the 100-year floodplain elevation; therefore, runoff from the backslope of the embankment is not able to be captured. The southern property line is shared with the Railroad and is lower than the site. DA 2 is on the north side of the site, between the two proposed entrance driveways. This area is on a side slope that drains towards the existing ditch adjacent to the road. An existing 20-foot-deep sanitary sewer is also located in this area, running parallel to the road. Construction of a detention area, storm sewer, or other structural drainage elements is undesirable in this area due to the sanitary sewer. Detention of water above the sewer could increase infiltration, and future access to the sewer would require removal and replacement of any stormwater BMPs in this area. DA 3 is on the east side of the site. The eastern property line of Area A is low enough that routing this area to the proposed detention pond is not feasible. This area is prosed to be detained by Area B, once that property is developed. Page 221 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 5 of 8 All three areas that discharge directly from the site are not able to be treated in the regional basin on the west side of Area A. Treatment of the individual areas would be difficult and costly and would ultimately provide limited benefit for downstream impacts. Runoff generated by these areas is anticipated to be minimal, since they will be primarily covered in grass. Therefore, the runoff discharged from these areas is proposed to not count against the allowable release rate for Area A. Table 6. Direct Discharge Summary for Area A Parameter Unit DA 1 DA 2 DA 3 Direct Discharge Area acres 1.19 0.73 0.87 Lawns or Open Spaces acres 1.19 0.66 0.87 Impervious Surfaces acres 0.0 0.07 0.0 Impervious % % 0 10 0 Curve Number 61 64 61 Time of Concentration minutes 15 15 15 100-Year Peak Flow cfs 4.16 2.85 3.02 Area A 100-Year Direct Discharge cfs 10.03 V. Stormwater Modeling Information A. Stormwater Model(s) Used SewerGEMS Version 10.04.00.158 was utilized for stormwater modeling. The 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 2 B-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 222 of 367 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 6 of 8 C. Release Rate Calculations The City of Waterloo's stormwater management criteria include quality and quantity requirements. For water quality, 24-hour detention of the 1.25" WQv event is required. For quantity, release rates from larger storms, up to and including the 100-year storm event, are to be below the pre -developed rates resulting from a 5-year storm in the pre -developed (meadow) condition. As discussed in the Direct Discharge Areas section, runoff from several areas is not able to be captured and is therefore proposed to be excluded from the allowable release rate calculations for Area A. The pre - developed 5-year flowrate attributed to Area A is defined in Table 2, earlier in this report. Table 8, below, re - summarizes the bottom two rows of Table 2. Table 8. Pre -Developed Release Rates Area ID 5-Year Pre -Developed Peak Flow (cfs) Area A 6.15 Area B 2.51 Ignoring the areas of direct discharge, which are not able to be captured, the Allowable Release Rate from the detention basin on the west side of Area A is equal to 6.15 cfs in the 100-year event. 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 Allowable Release Rate (cfs) Pond 1 Release Rate (cfs) Allowable Release Rate Less Pond Release Rate (cfs) 100-Year 6.15 6.06 0.09 Allowable release rates for Area B will need to be determined at the time of its development. Page 223 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 D. Outlet Structure Page 7 of 8 The outlet structure is proposed as a 4'x4' SW-513 inlet box with an invert elevation of 875.50. A 14" diameter low -flow orifice will be cored into the side of the box at 875.50. This opening will control flow from all events ranging from the WQv event to the proposed 100-year event. Above the 14" opening, the side openings will provide pass through capacity incase the lower stage becomes clogged. These openings will be set above the 100-year HWE at 878.00 and will be 0.75' tall by 4' wide. The rim of the structure will be set at 879.25. 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. Table 10. Pond Elevation Table Storm Event Highwater Elevation Volume (CF) WQv 875.93 64,500 100-YR 877.73 355,392 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. VI. Stormwater Management Approaches 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 = 1,023,660 sf I = Proposed Imperviousness (%) Impervious Area 630,000 sf A = 23.50 Ac I = 61.5% Rv = 0.05 + 0.009 x 1 Rv 0.604 WQv = Rv x 1.25in x A/12 WQv = 1.48 Ac*ft WQv = 64,405 cf Page 224 of 367 Stormwater Management Report TVS Waterloo Warehouse Waterloo, IA 224000610 Page 8 of 8 When accounting for the 23.5-acres that make up Area A, the water quality volume is roughly 64,405 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 875.93. Following this event, the pond takes more than 24 hours to return to normal water level elevation. Modeling of the 1-year storm was used to track the time taken for water to drain from 875.93 to 875.50 with various sized orifices. This represents the drawdown time for the required WQv. This process revealed that the footprint of the pond and resulting low head results in extend drawdown times, regardless of the size of the orifice. Instead, it was found that the 5-year predeveloped release rate for the 100-year storm controls the outlet size. Therefore a 14" orifice, as described in the Outlet Structure section above, has been selected to control runoff in all events. Hydrographs and routing information for the 1-year and 100-year storms are provided in the appendix. 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 225 of 367 APPENDIX INDEX A. DRAIANGE EXHIBITS B. SEWERGEMS RESULTS B1. PRE -DEVELOPED MODEL B2. POST -DEVELOPED MODEL C. SITE PLANS D. SUPPLEMENTAL INFORMATION Page 226 of 367 A. DRAINAGE EXHIBITS Page 227 of 367 A B C D E F ?a \ ) 1 1 I / / J ( ▪ l �� - _ _ _ _ _ _ reemamszimadmois Jl I /1II �I \III J // / (1 / Mil � y-"c � i � � �� �_/ � - -- - ---� -- _ �'- / �') /A/--//1/ 1 1 A l I / j 'i �� V 1 / i -�- / �17 / /' // / lr \1l11 I / I / [/ ()1l ( I \1 \1 \\ /' SITE A "� ^ ( �/ /,,f, ),/,'"."/,/r , 11 r r (� \ IP / ( (1.\\ PROPOSED SITE ` �\ - I l /------- ---- \ / / I ) I I i) i \ \ 1 1 - \ I I III / ,•/' ) / /-` / / �� Ill I. \ I 1 1 �r // _-�_� /i/l \^�/ //,I /I / /�/ I Il ! (V l 11 I I j \I / II ---///' l r� /' /////-\J /// 1 mil/ `�11 I �j ( 11 \ \\ I\ (\ \ \1 ( / \—�\ > I`' 1▪ 1 -�� /l / / // // 1 I I I 1 II I I 1 j ) 1 ) - / --- --\ l2 - i i EX DA-3 i i I, //- r'/ ''J__ I I % 1 �? 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I /."—jr--",',' /\ � J r ) 1 ' /' ^J//i \j I / /(/_Ji\/ r�1 ) l _ rt\iI 1i/ _, i1\l1'/i / l� / .1/7//' 7 /\11 j /I /�J/\I \ -// /\ --\//„r/ I A rJ r / 7- 1y/)///'l // r890,.,- \ � / ) \` // / J \ \ lli�// J / ip •\%/�,// \_ /i' /\`_—_,,/i /—\l / / \ -I i / r // J II-',1 (\r/s/ // ` em//% I 1IIII Ij 11 _�) / \ / ( / ( 1 /---� --\ _�J —i _ — —Y 1 Ill li DA-1 AREA = 1.19 ACRES CN = 61 SITE A - PROPOSED SITE DA-4 AREA = 20.74 ACRES CN=92 J ' / / \-' / / AREA = 0.73 ACRES / /— DA-3 AREA = 0.87 ACRES CN = 61 SITE B - FUTURE SITE 880 \ \ • ...,\ \ <— • \\ "1 l I l' J -tea/ �oI AR A = .45 ACRESDA-5 %' CN=75 / • / 7-5 O i _�/ (i / 1 / , < \ ---- - J�,l // \ WATERLOO WAREHOUSE 800.798.0313 I SHIVE-HATTERY.COM APPROVED BY O W w O 0 < z d • 0 0 0 y PROJECT NUMBER EX02 rage 22 of ob / 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 P230 of 367 Signature of Applicant Date Signature of Owner CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Request by FaII 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. 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. DATA, ANALYSIS, AND STRATEGIES Page 231 of 367 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 232 of 367 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 233 of 367 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 234 of 367 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 235 of 367 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 236 of 367 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 237 of 367 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 238 of 367 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 ME MK ME EM mIN 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 ■ 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-Z" Fall Auto LLC Pn.nur 233 of 367 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 r'pgc 24(1 of ?. 7 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Annlirant's name— Business Name it Annlicable (nlea.se 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 rim• �r c,pr F,.•.uirr. +cuf IJ YV�i.l.i ;mil vr..L.r �s.i.L.LI♦ �iti,uf Property owner's name if different than above (please print): %jag 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-avv 'ter 1-, V / 5 3.s F E 3s '! / 5 /6 /ASA./oFAD 4-2,---s sGS6` •2r-1 g74dg iPST ,F res-es- 21 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 nf�'rnnnseo J.-If boundary Excluding Hight of Way): d. Ai ea of Fi upuaed Zuiung i5uundrti y Cirxt. udirig night ui vv ay). J.( 4uf ?$ 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.1r4,6 ifit G El /44 r j4&1 % 7V if E/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 request it musi sin thrnnph a niattinn process (separate from rezone request). '1119 {',lino f€.9 of $300 + 10n nor acre (S750 n}ayl (n�+a,hie to the (.'it ni Watprinr ic. rnniii.rwit (rniinr! amruinr down err 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 Siunat rent Owner Date 31 Page 241 of 367 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 242 of 367 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 July 1, 2024 AGENDA ITEM TITLE Asbestos Abatement Services Contract No. AB-2024-06-01 P, for property located at 123 E. Parker Street, former Saint Mary's Villa (rebid). RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The above -mentioned property was acquired through Iowa Code 657A, and is being abated of asbestos in preparation for demolition. NEIGHBORHOOD IMPACT Action is in preparation for the demolition of the dilapidated structure, which will have a positive impact on the surrounding neighborhoods. DATA, ANALYSIS, AND STRATEGIES Nuisance Abatement and Economic Development, policy 1, 3 and 4. IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Estimate: $150,000. To be paid from Community Development HUD funds and/or TIF funds. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 243 of 367 1. Bid Tab 2. Asbestos Abatement Services Contract AB-2024-06-01 P rebid 3. RFB Asbestos Abatement Services Contract AB-2024-06-01 P rebid 4. Exhibit B Survey Report 123 E Parker St (Villa) 5. Notice Asbestos Abatement Services Contract AB-2023-06-01 P rebid Page 244 of 367 Asbestos Abatement Contract No. AB-2024-06-01P 123 E. Parker Street, former St. Mary's Villa June 20, 2024 Estimate: $150,000.00 Bidder Bid Security Bid Amount All Star Environment, LLC Dubuque, IA 5% Total Bid: $135,679.00 Earth Services & Abatement Des Moines, IA 5% Total Bid: $174,550.00 New Horizons Enterprises, LLC Lincoln, NE 5% Total Bid: $207,707.00 Abatement Specialties, LLC Cedar Rapids, IA 5% Total Bid: $197,500.00 REW Services Corporation Des Moines, IA 5% Total Bid: S 147,500.00 ECCO Midwest Hastings, MN 5% Total Bid: $205,222.00 AAA Budget Environmental, Inc. Monticello, IA 5% Total Bid: $198,989.00 Advanced Environmental Waterloo, IA 5% Total Bid: $138,500.00 Page 245 of 367 ASBESTOS ABATEMENT SERVICES CONTRACT #AB-2024-06-01P 123 East Parker Street (former Saint Mary's Villa) (rebid) This Contract for Asbestos Abatement Services (the "Contract") is entered into as of July 1, 2024, by and between the City of Waterloo, Iowa ("City") and All Star Environmental, LLC. In consideration of the mutual promises exchanged herein, the parties agree as follows: 1. Term and Services. For the period of July 1, 2024 thru September 3, 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). 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 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 $135,679.00 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 Page 246 of 367 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, its 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, its 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. 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: 2 Page 247 of 367 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 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 3 Page 248 of 367 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. This Contract is also subject to the following additional Contract requirements: Certifications: By execution of this Agreement, the Contractor certifies that all contractors, subcontractors, and/or eligible suppliers to be used on the Project are eligible to participate in the federal Community Development Block Grant Program, and that they are not on any debarred, suspended, or ineligible list. Domestic Preference for Procurement As appropriate and to the extent consistent with law, the non-federal entity should, to the greatest extent practicable under a Federal award, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. The requirements of this section must be included in all sub awards including all contracts and purchase orders for work or products under this award. PERSONNEL AND PARTICIPANT CONDITIONS Civil Rights Compliance The Contractor agrees to comply with Chapter 216 (State Civil Rights) of the Iowa Code and with Title VI of the Civil Rights Act of 1962 as amended Title VIII of the Civil Rights act of 1968 as amended, Section 104 (b) and Section 109 of Title I of the Housing and Community Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive Order 11063, and Executive Order 11246 as amended by Executive Order 11375, 11478,12107,and 12086. 4 Page 249 of 367 Nondiscrimination The Contractor agrees to comply with the non- discrimination in employment and contracting opportunities laws, regulations and executive orders reference in 24 CFR 570.607, as revised by Executive Order 13279. The applicable non- discrimination provisions in Section 109 of the HCDA are still applicable. Section 504 The Contractor agrees to comply with all Federal regulations pursuant to compliance with Section 504 of the Rehabilitation Act of 1973. (29 U.S.C. 794) which prohibits discrimination against individuals with disabilities or handicaps in a federally assisted program. The Contractor confirms that no otherwise qualified individual with handicaps shall, solely by reason of his/her handicap, be excused from participation in, be denied benefits of or be subjected to discrimination. This does include, but is not limited to, housing, employment and the delivery of services and programs. Affirmative Action Affirmative Action Plan The Contractor agrees that it shall be committed to carry out affirmative action marketing in keeping with the principles as provided in Presidents Executive Order 11246 of September 24, 1966. No person shall be excluded from or denied benefits of the Contractors service on the basis of age, race, color, religion, creed, national origin, sex, marital status, disability or sexual orientation. All current and prospective project beneficiaries must, however be in need of the programs provided by the Contractor. The Contractor shall comply with requirements set forth in 24 CFR 570.601. Women and Minority Owned Business Based (WBE/MBE) The Contractor will use its best efforts to afford small businesses, minority business enterprises and women's business enterprises the maximum practicable opportunity to participate in the performance of the Agreement. As used in this contract , the terms small business means a business that meets the criteria set forth in section 3(a) of the Small Business Act , as amended ( 15 U.S.C. 632) and minority and women's business enterprise means a business at least 51% owned and controlled by a minority group or women. Equal Opportunity and Affirmative Action Statement The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that it is an Equal Opportunity or Affirmative Action employer. 5 Page 250 of 367 Subcontract Provisions The Contractor will include the provisions of Civil Rights and Affirmative Action in every sub contract, so that such provisions will be binding upon each of its own sub -contractors. Employment Restrictions Prohibited Activity The Contractor is prohibited from using funds proved herein or personnel employed in the administration of the program for political activities; inherently religious activities; lobbying; political patronage or nepotism activities. Labor Standards The Contractor agrees to comply with the requirements of the Secretary of Labor in accordance with the Davis -Bacon Act as amended, the provisions of Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.) and all other applicable Federal, state, and local laws and regulations pertaining to labor standards insofar as those acts apply to the performance of this Agreement. The Contractor agrees to comply with the Copeland Anti -Kick Back Act (18 U.S.C. 874 et seq.) and it's implementing regulations of the U.S. Department of Labor at 29 CFR 5. The Contractor shall maintain documentation that demonstrates compliance with hour and wage requirements of this part. Such documentation shall be made available to the City for review upon request. The Contractor agrees that, except with respect to the rehabilitation or construction of residential property containing less than eight (8) units, all contractors engaged under contracts in excess of $2,000.00 for construction, renovation, or repair work financed in whole or in part with assistance provided under this contract, shall comply with Federal requirements adopted by the City pertaining to such contracts and with the applicable requirements of the regulations of the Depaitiuent of Labor, under 29 CFR 1, 3, 5 and 7 governing the payment of wages and ratio of apprentices and trainees to journey workers; provided that, if wage rates higher than those required under the regulations are imposed by state or local law, nothing hereunder is intended to relieve the Contractor of its obligation, if any, to require payment of the higher wage. The Contractor shall cause or require to be inserted in full, in all such contracts subject to such regulations, provisions meeting the requirements of this paragraph. Section 3 Clause Compliance Compliance with the provisions of Section 3 of the HUD Act of 1968, as amended, and as implemented by the regulations set forth in 24 CFR 135, and all applicable rules and orders issued hereunder prior to the execution of this contract shall be a condition of the Federal financial assistance provided under this contract and binding upon the City, the Contractor and any of the Contractors subcontractors. Failure to fulfill these requirements shall subject the City, the Contractor, and any of the Contractor's subcontractors, their successors and assigns, to those sanctions specified by the Agreement through which Federal assistance is provided. The 6 Page 251 of 367 Contractor certifies and agrees that no contractual or other disability exists that would prevent compliance with these requirements. The Contractor further agrees to comply with these Section 3 requirements and to include the following language in all subcontracts executed under this Agreement: The work to be performed under this Agreement is a project assisted under a program providing direct Federal financial assistance from HUD and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended (12 U.S.C. 1701). Section 3 requires that to the greatest extent feasible opportunities for training and employment be given to low and very low-income residents of the project area, and that contracts for work in connection with the project be awarded to business concerns that provide economic opportunities for low - and very low-income persons residing in the metropolitan area in which the project is located. The Contractor further agrees to ensure that opportunities for training and employment arising in connection with a housing rehabilitation (including reduction and abatement of lead -based paint hazards), housing construction, or other public construction project are given to low- and very low-income persons residing within the metropolitan area in which the CDBG-funded project is located; where feasible, priority should be given to low- and very low-income persons within the service area of the project or the neighborhood in which the project is located, and to low- and very low-income participants in other HUD programs; and award contracts for work undertaken in connection with a housing rehabilitation (including reduction and abatement of lead -based paint hazards), housing construction, or other public construction project to business concerns that provide economic opportunities for low- and very low-income persons residing within the metropolitan area in which the CDBG-funded project is located; where feasible, priority should be given to business concerns that provide economic opportunities to low- and very low-income residents within the service area or the neighborhood in which the project is located, and to low - and very low-income participants in other HUD programs. The Contractor certifies and agrees that no contractual or other legal incapacity exists that would prevent compliance with these requirements. See Attachment 1 for full Section 3 Contract Requirements. Subcontracts The Contractor will include this Section 3 clause in every subcontract and will take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the City. The Contractor will not subcontract with any entity where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR 135 and will not let any subcontract unless the entity has first provided it with a preliminary statement of ability to comply with the requirements of these regulations. Conduct Assignability 7 Page 252 of 367 The Contractor shall not assign or transfer any interest in this Agreement without the prior written approval of the City. Any assignment made without consent shall be void. This Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties hereto. Hatch Act The Contractor agrees that no funds provided, nor personnel employed under this Agreement, shall in any way or to any extent engaged in the conduct of political activities in violation of Chapter 15 of Title V of the U.S.C. Conflict of Interest The Contractor agrees to abide by the provisions of 2 CFR 200 and 570.611, which include (but are not limited to) the following: The Contractor shall maintain a written code or standards of conduct that shall govern the performance of its officers, employees, or agents engaged in the award and administration of contracts supported by Federal funds. No employee, officer, or agent of the Contractor shall participate in the selection, or in the award, or administration of, a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved. No covered persons who exercise or have exercised any functions or responsibilities with respect to CDBG-assisted activities, or who are in a position to participate in a decision -making process or gain inside information with regard to such activities, may obtain a financial interest in any contract, or have a financial interest in any contract, subcontract, or agreement with respect to the CDBG-assisted activity, or with respect to the proceeds from the CDBG-assisted activity, either for themselves or those with whom they have business or immediate family ties. For purposes of this paragraph, a "covered person" includes any person who is an employee, agent, consultant, officer, or elected or appointed official of the City, the Contractor, or any designated public agency. Lobbying The Contractor hereby certifies that: No member or delegate to the Congress of the United States, and no resident Commissioner, shall be admitted to any share or part of this Agreement, or to any benefit to arise therefrom. No member of the governing body of the City, no officer, employee, official or agent of the City, or other local public official who exercises any functions or responsibilities in connection with review, approval, or carrying out of the Project to which this Agreement pertains, shall have any private interest, direct or indirect, in this Agreement, while in office and for one year after holding the position. 8 Page 253 of 367 No federal funds appropriated under this Agreement shall be paid, by or on behalf of the Contractor, to any person for influencing or attempting to influence a member of Congress an officer or employee of Congress or any federal agency in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any federal contract , loan, grant or Agreement Copyright If this agreement results in any copyrightable material or inventions, the City reserves the right to royalty- free, nonexclusive and irrevocable license to reproduce, publish, or other wise use and to authorize others to use, the work or materials for governmental purposes. Religious Activities The Contractor agrees that funds provided under this Agreement will not utilized for inherently religious activities prohibited by 24 CFR 570.200(j), such as worship, religious instruction or proselytization. ENVIRONMENTAL CONDITIONS Air and Water The Contractor agrees to comply with the following requirements insofar as they apply to the performance of this Agreement: Clean Air Act, 42 U.S.C., 7401, et seq.; Federal Water Pollution Control Act, as amended, 33 U.S.C., 1251, et seq., as amended, 1318 relating to inspection, monitoring, entry, reports, and information, as well as other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued thereunder; Environmental Protection Agency (EPA) regulations pursuant to 40 CFR 50, as amended. Lead -Based Paint The Contractor shall comply with requirements of the Federal regulations concerning the Lead - Based Paint Poisoning Prevention Act and HUD regulations there under: Department of Housing and Urban Development (24 CFR Part 35) Requirements for Notification, Evaluation and Reduction of Lead -Based Paint Hazards in Federally Owned Residential Property and Housing Receiving Federal Assistance, and Environmental Protection Agency (40 CFR Part 745) Lead; Requirements for Hazard Education before Renovation of Target Housing. Historic Preservation The Contractor agrees to comply with the Historic Preservation requirements set forth in the National Historic Preservation Act of 1966, as amended (16 U.S.C. 470) and the procedures set 9 Page 254 of 367 forth in 36 CFR 800, Advisory Council on Historic Preservation Procedures for Protection of Historic Properties, insofar as they apply to the performance of this agreement. In general, this requires concurrence from the State Historic Preservation Officer for all rehabilitation and demolition of historic properties that are fifty years old or older or that are included on a Federal, state, or local historic property list. Failure to complete Historic Preservation Review prior to any choice limiting actions on the project will result in the project being ineligible for reimbursement. Environmental Review The Contractor shall comply with all applicable environmental review requirements of HUD. The City shall prepare and submit the environmental review. Upon completion of the review the Contractor will be notified when the project may proceed. Failure to complete an Environmental Review prior to any choice limiting actions on the project will result in the project being ineligible for reimbursement. SEVERABILITY If one or more of the provisions contained in this Agreement are held to be invalid, illegal or unenforceable, the provisions of this Agreement shall be deemed severable and the remainder of the Agreement shall remain in full force and effect. LIMITATIONS OF CITY LIABILITY - DISCLAIMER OF RELATIONSHIP The City shall not be liable to the Contractor, or to any party, for completion of or failure to complete any improvements which are part of the Project. Nothing contained in this Agreement, nor any act or omission of the City or the Contractor, shall be construed to create any special duty, relationship, third -party beneficiary, respondent superior, limited or general partnership, joint venture, or any association by reason of the Contractor involvement with the City. RESPONSIBILITY FOR PROGRAM REGULATIONS The Contractor is responsible for all regulations contained in 24 CFR Part 570 as it may be amended from time to time. The City shall attempt to forward copies of the updated regulations as they become available, however, the Contractor shall be ultimately responsible for securing said updates. Build America, Buy America Act The Contractor shall comply with the Build America, Buy America Act (BABAA) requirements under Title IX of the Infrastructure Investment and Jobs Act (IIJA), Pub.L 177-58. In general this states that all products must meet BABA requirements. The Contractor shall include Manufacturer's Certification for BABAA requirements with all applicable submittals. If a specific manufacture is used in the bidding, a statement that the manufacturer will comply with BABAA must be included in the bid submission. 10 Page 255 of 367 Installation of materials or products that are not compliant with BABAA requirements shall be considered defective work. Contractor should ensure that all materials has an approved Manufacturer's Certification or waiver prior to items being delivered to the project site. SECTION HEADINGS AND SUBHEADINGS The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement. 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 ALL STAR ENVIRONMENTAL, LLC By: Quentin Hart, Mayor Authorized Representative Attest: Kelly Felchle, City Clerk 11 Page 256 of 367 ATTACHMENT 1 SECTION 3 CONTRACT REQUIREMENTS [24 CFR 75] (24 CFR 75 is applicable to HUD -funded projects awarded ON or AFTER to November 30, 2020) 1. Section 3 of the Housing and Urban Development Act of 1968: The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by the U.S. Department of Housing and Urban Development (HUD) assistance or HUD -assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low- income persons, particularly persons who are recipients of HUD assistance for housing. 2. Contractor Certification of Compliance: The parties to this contract agree to comply with HUD's regulations in 24 CFR 75, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the 24 CFR 75 regulations. 3. Contract Language Requirement: The contractor agrees to include this Section 3 Contract Requirements clause in every sub -contract subject to compliance with regulations in 24 CFR 75, and agrees to take appropriate action, as provided in an applicable provision of the sub- contractor in this Section 3 Contract Requirements clause, upon a finding that the sub -contractor is in violation of the regulations in 24 CFR 75. The contractor will not sub -contract with any subcontractor where the contractor has notice or knowledge that the sub -contractor has been found in violation of the regulations in 24 CFR 75. 4. Contracting Requirements: To the greatest extent feasible, and consistent with existing Federal, state, and local laws and regulations, the CDBG Grantee and contractors and sub- contractors for the CDBG project shall ensure contracts and sub -contracts for work awarded in connection with the project are awarded to business concerns that provide economic opportunities to Section 3 Workers; and where feasible in the following order of priority: (1) Section 3 Business concerns that provide economic opportunities to Section 3 Workers residing within the metropolitan area (or nonmetropolitan county) in which the HUD funded assistance is provided/in which the HUD funded/CDBG project is occurring; and (2) YouthBuild programs. 5. Employment and Training Requirements: To the greatest extent feasible, and consistent with existing Federal, state, and local laws and regulations, the CDBG Grantee and contractors and sub -contractors for the CDBG project shall ensure employment and training opportunities generated in connection with the project are filled by Section 3 Workers; and where feasible, in the following order of priority: (1) low- and very low-income persons residing within the metropolitan area (or nonmetropolitan county) in which the CDBG assistance is expended (i.e., in which the CDBG project is occurring); and (2) participants in YouthBuild programs. 6. Section 3 Definitions [24 CRF 75]: Definitions for Section 3 terms per 24 CFR 75 are as follows: Section 3 Worker: An employee who currently fits (if hired more than five (5) years before starting work on the CDBG project), or fit at the time of hire (if hired within five (5) years of starting work on the CDBG project), at least one (1) of the following categories: (1) is employed by a Section 3 Business concern; or (2) is a low- or very low-income resident (i.e., a local person living within the Section 3 service area as defined in 24 CFR 75.5, with an individual annualized income at the time of hire (if hired within five (5) years of starting work on the CDBG project), 12 Page 257 of 367 or currently as of date of starting work on the project (if hired more than five (5) years before starting work on the CDBG project) that was/is at or below the low income (80%) threshold established by HUD for a Family of 1 for the county in which the person lives) [Note: The HUD income threshold must be from the HUD Income Limits for the CDBG program that are in effect at the time of hire (if hired within five (5) years of starting work on the CDBG project), or currently in effect as of the date the worker started work on the CDBG project (if hired more than five (5) years prior to starting work on the CDBG project). The HUD Income Limits are updated annually, typically in March or April.]; or (3) is a YouthBuild participant. Targeted Section 3 Worker: An employee who is employed by a Section 3 Business concern; or who currently fits (or when hired fit) at least one (1) of the following categories as documented within the past five (5) years: (1) lives/lived within the Section 3 service area or the neighborhood of the CDBG project as defined in 24 CFR 75.5; or (2) is a YouthBuild participant. Section 3 Business concern: A business that fits at least one (1) of the following categories: (1) 51% or more owned by low- or very low-income persons; or (2) 75% or more of the labor hours are performed by low- or very low-income persons; or (3) 51% or more owned by current residents of public housing or Section 8-assisted housing. Section 3 Service Area: An area within one (1) mile of the CDBG project's location (i.e., street address); or an area within a circle centered around the CDBG project site that encompasses 5,000 people [if less than 5,000 people live within a one (1) mile radius of the CDBG project site]. 7. Reporting Labor Hours: CDBG Grantee and contractors and sub -contractors for the CDBG project shall report all worker (see exception on next page)* labor hours on the project as follows: (1) the total number of labor hours worked; (2) the total number of labor hours worked by Section 3 Workers; and (3) the total number of labor hours worked by Targeted Section 3 Workers. The labor hours reported shall include the total number of labor hours worked on the financially assisted project by workers employed by the CDBG Grantee, and employed by their contractors and sub -contractors, during the reporting period specified by HUD and the State CDBG Program. The labor hours reported may be based on the employer's good faith assessment of the labor hours of a full-time or part-time employee informed by the employer's existing salary or time and attendance based payroll systems, unless the project or activity is otherwise subject to requirements specifying time and attendance reporting. [Note: Construction contractors required to maintain certified payroll records to meet federal labor standards requirements shall report actual work hours as reported on the certified payroll records.] *Exception for positions that require an advanced degree or professional certification: Reporting of hours for positions requiring an advanced degree or professional certification is not required, but the hours may be reported to demonstrate Section 3 "best efforts". The CDBG Grantee, contractors and sub -contractors may report the labor hours by Section 3 Workers and Targeted Section 3 Workers without including labor hours from employees in positions requiring an advanced degree or professional certification in the total number of labor hours worked, but if the contract covers both work requiring an advanced degree or professional certification and other work, the labor hours for the other work under the contract that are not from employees in positions requiring an advanced degree or professional certification must still be reported. 8. Section 3 Benchmarks: The HUD Section 3 Final Rule (24 CFR 75) establishes "safe harbor" benchmarks that are quantitative benchmarks and prioritized qualitative efforts that funding recipients must complete to assist low- and very low-income persons with employment and training opportunities: (1) 25% or more of all labor hours worked must be worked by 13 Page 258 of 367 Section 3 Workers; and (2) 5% or more of all labor hours worked must be worked by Targeted Section 3 Workers. If the "safe harbor" benchmarks are not met over the course of the project, then the CDBG Grantee and contractors and sub -contractors for the CDBG project shall provide evidence of completing qualitative efforts to assist low- and very low-income persons with employment and training opportunities. Supporting documentation of these completed efforts must also be maintained in the CDBG Grantee's and contractors' CDBG project files, to be made available upon request for monitoring purposes. 9. Demonstrating Best Efforts: When the Section 3 benchmarks are not met, the CDBG Grantee and contractors and sub -contractors for the CDBG project shall demonstrate and report qualitative efforts made in an attempt to meet the benchmarks, which may include but are not limited to the following: (1) Engage in outreach efforts to generate job applicants who are Targeted Section 3 Workers. (2) Provide training or apprenticeship opportunities. (3) Provide technical assistance to help Section 3 Workers compete for jobs (e.g., resume assistance, coaching). (4) Provide or connect Section 3 Workers with assistance in seeking employment including: drafting resumes, preparing for interviews, and finding job opportunities connecting residents to job placement services. (5) Hold one or more job fairs. (6) Provide or refer Section 3 Workers to services supporting work readiness and retention (e.g., work readiness activities, interview clothing, test fees, transportation, child care). (7) Provide assistance to Section 3 Workers to apply for/or attend community college, a four- year educational institution, or vocational/technical training. (8) Assist Section 3 Workers to obtain financial literacy training and/or coaching. (9) Engage in outreach efforts to identify and secure bids from Section 3 Business concerns. (10) Provide technical assistance to help Section 3 Business concerns understand and bid on contracts. (11) Divide contracts into smaller jobs to facilitate participation by Section 3 Business concerns. (12) Provide bonding assistance, guaranties, or other efforts to support viable bids from Section 3 Business concerns. (13) Promote use of business registries designed to create opportunities for disadvantaged and small businesses. (14) Conduct outreach, engagement, or referrals with the state one -stop system as defined in Section 121(e)(2) of the Workforce Innovation and Opportunity Act. 10. Recordkeeping & Reporting: The CDBG Grantee and contractors and sub -contractors for the CDBG project shall maintain all records demonstrating compliance with 24 CFR 75, including contracting information and documents, worker income certifications (for Section 3 Worker status determinations), and worker labor hours on CDBG project; and provide data and reporting documents as requested and required by the State CDBG Program and/or HUD. Grantee and contractor records may be monitored for compliance by the State CDBG Program and/or HUD. 11. Non -Compliance: Non-compliance with HUD's regulations in 24 CFR 75 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. 12. Indian Housing Assistance Project Specifications: With respect to work performed in connection with Section 3 covered Indian housing assistance, Section 7(b) of the Indian Self - Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible: (i) 14 Page 259 of 367 preference and opportunities for training and employment shall be given to Indians; and (ii) preference in the award of contracts and sub -contracts shall be given to Indian organizations and Indian -Owned Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). ** This language is required to be included in contracts and sub -contracts for a HUD funded project that are funded in whole or in part with the federal dollars, and the CDBG/HUD Funded Award to the Grantee is greater than $200,000 and awarded 11/30/2020 or later, and the CDBG/HUD Funded Project includes construction (including building/structural rehabilitation) and/or demolition activities. CDBG projects awarded on or after 11/30/2020, for which the CDBG/HUD funded Award is less than $200,000 and/or for which Planning, Public Services, or Financial Assistance (e.g., loans for economic development) are the only activities, with no construction and no demolition in the project scope of work, are not subject to these Section 3 requirements and reporting. Insertion of this Section 3 Clause is strongly recommended to be included in ALL contracts and sub- contracts for a HUD funded project that is subject to Section 3 requirements, regardless of the funding source for the specific contract, to help avoid issues with compliance and reporting later in the project cycle if the funding source changes. All subcontractors of a prime contractor that is funded in whole or in part with CDBG/HUD funding are subject to the same Section 3 requirements as the prime contractor. 15 Page 260 of 367 CITY OF WATERLOO, IOWA Request for Bid ASBESTOS ABATEMENT SERVICES June 2024 Rebid RFB Asbestos Abatement Services Contract AB-2024-06-01 P 123 E Parker St (former Saint Mary's Villa) City of Waterloo, Iowa Prepared by the City of Waterloo Planning and Zoning Department Aric Schroeder -Project Manager Page 261 of 367 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- 2024-06-01P — 123 East Parker Street (former Saint Mary's Villa). 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 June 20, 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-2024-05-01 P June 4, 2024 There will not be a mandatory walk thru. Bidders are advised/encouraged to make their own inspections prior to bid submittal. See Section 4.5 for additional details. Thursday June 20, 2024, at 1:00 p.m., Central Time Address exactly as stated: SEALED RFB FOR ASBESTOS ABATEMENT SERVICES CONTRACT AB-2024-06-01 P 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 ninety (90) calendar days from the date of the deadline for receiving bids. 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 RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 2 of 9 Page 262 of 367 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 June 20, 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 July 1, 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 ninety (90) 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 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. 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". RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 3 of 9 Page 263 of 367 SECTION III SPECIAL TERMS AND CONDITIONS 3.0 Term of Contract 3.0.1 The initial term of the Contract shall be for approximately two (2) months anticipated to begin July 1, 2024, to September 3, 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-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 4 of 9 Page 264 of 367 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: 123 East Parker Street (former Saint Mary's Villa). 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 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: RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 5 of 9 Page 265 of 367 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. 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 Due to project requirements, the contractor that conducted asbestos surveys is not eligible to perform asbestos abatement on the same properties, and therefore is not 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 3rd). 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 not be required, but bidders are advised/encouraged to make their own inspections prior to bid submittal. The Planning Department is not in possession of a key to the property. The property is 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: The property is in very poor condition, and may require careful methods (such as an extension ladder) to reach basements or upper levels. RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 6 of 9 Page 266 of 367 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. 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 RFB FOR ASBESTOS ABATEMENT SERVICES: Contract: AB-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 7 of 9 Page 267 of 367 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-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 8 of 9 Page 268 of 367 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. 123 East Parker Street (former Saint Mary's Villa) (Rebid) 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 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-2024-06-01P (rebid): 123 E Parker St (former Saint Mary's Villa) Page 9 of 9 Page 269 of 367 123 E. Parker Waterloo, IA St. Mary's Villa Asbestos NESHAP Inspection Prior to Demolition for Asbestos City of Waterloo: Chris Western September 2020 at 123 E. Parker Waterloo, IA Our Project # 20-841-03 by: Asbestos Inspections, Testing and Training, Inc. 123 E. Grand Street Monticello, IA 52310 Phone: 319 465-5555 Fax: 319 465-3104 Email: asbestos121@gmail.com Page 270 of 367 Executive Summary For: Chris Western City of Waterloo 715 Mulberry Street Waterloo, IA 50703 For: St. Mary's Villa 123 E. Parker Waterloo, IA 50703 Asbestos Survey and Cost An inspection prior to demolition was requested to satisfy the federal NESHAP (National Emission Standard for Hazardous Air Pollutants) 40 CFR Part 61, Sub part M. A thorough inspection was performed according to minimum A.H.E.R.A., protocol. The following asbestos containing materials were identified at the following location. Please note that asbestos -containing materials that may become regulated (RACM) must be removed, prior to demolition/renovation activities that may disturb those materials. All measurements are approximate. Verify. Area Location Material Quantity Category Condition Cost to Remove Entry N With mastic -throughout entire bldg.. All floor tile and mastic Floor tile Mastic 15,146 sq. ft. 3 'Z Rear Entry Under wood parquet tile Mastic Inc. above 3 .3 Room On joints of heat pipes Mud joints 601 approx. 3 Room 110 Ceiling (15' floor) & basement Spray on (Approx.) 10,136 sq. ft. 2 Roof Top Floor BUR, flashing, blackjack 5,248 sq. ft. 1. Not boiler room 2. Not 2" floor- No spray on ADDN I [322] 2s 40 76 m 23 BLOC 1 88 36 [4326] 23 40 13 5 Total: $ cf CANOPY 1200] AODN 2 (65] Page 271 of 367 Narrative of Inspection An inspection of the above facility was performed on 9-14-20 The inspection was performed at the request of Chris Western who directed the inspector as to what was to be inspected. The inspection was a: f Full inspection is to satisfy a "demolition" activity under NESHAP and IAC. LI Partial Inspection is to satisfy NESHAP's requirement for "renovation only" or for "partial demolition", not for a full building inspection. Notice: This estimate and scope of work does not include air monitoring (before, during and after the project- 3rd party) (General Notes & Recommendations) 1) Destructive sampling techniques were not used to gain access above ceilings, below floors, or into walls. A representative number of samples were collected from suspect asbestos containing building materials. 2) Materials similar in appearance, color or texture to those determined to contain asbestos must be assumed to contain asbestos throughout this building whether listed by room or location or not listed but later found. 3) Be advised that the EPA recommends that point count analysis must be performed on floor tile that is determined to be non -asbestos by standard Polarized Light Microscopy (they may also accept the Chatfield method of analysis) (Due to false negatives). 4) Always give IDNR at least 10 working days Notice prior to demolition activities and have Demo Contractor give the Notice for demolition activities (not the owner). 5) Do not start the day before or the day after date of demolition (most common violation). 6) Hidden , obscure, or found materials, must be treated as asbestos unless listed in the bulk sample inventory herein. Call if you are not sure about any material. 7) Interpretation of NESHAP has expanded over the years. We will be happy to resample "new" suspect materials at our regular rate shall the issue arise. 8) Remove all ACM that may become RACM prior to demolition/renovation. The above materials usually qualify as RACM. 9) Point Counting (a method of analysis) which costs additional, may be used to eliminate ACM that is 10% or less. There appears to be no pattern on what point counts out; it is however, by law, the final answer to the question is the material asbestos? Point Counting is required for all results 5.1% to exclude them. Or you may assume that the material is asbestos and remove it. That is the owner's call. If you have any questions about retesting and Point Counting ask the inspector for more information. Yes, it is complicated) 10) Removal of PCB's in ballasts and mercury in fluorescent lite tubes is required by the RCRA federal laws which apply to public, commercial demolition 11) single family to 4-plexes but greater). Region VII EPA may be contacted for further information at: 915 551-7602, Mr. Larry Hacker, Administrator. INSPECTOR'S NOTES: 1. To clear this building, all floors must be clean as a whistle. No junk or debris on floor. Consider before bidding. 2. Lot of "stuff" to remove on pre -clean. 3. Lots of carpet to remove before the floor tile and mastic. 4. Mud joints on heating system. Above ceilings in basement and 15t floor. Remove ceilings to access. Page 272 of 367 tember 10.2020 N 0 wco a N N Oa a C O cL tn C] a u ❑ uJ w ❑ k N 0 c ❑ a (Home Owner) -a a in in Building Name 123 E. Parker Street 0 0 r a m O 0 0 a p 4.4 co (/1 ACM NAD NAD Tile-7% Chrysotile Mastic-7% Chrysotile Tile-7% Chrysotile Mastic-7% Chrysotile 7% Chrysotile 7% Chrysotile NAD NAD NAD 0 .0 U o o tV NAD Q d Z m �:. 0 o _ U o M NAD NAD 30% Chrys. 10% Amosite NAD NAD NAD NAD Q z NAD NAD 20% Chrysotile Homo Unit No. cn SU1 SU(a) al — -�rr C. ft r1 f.1 CM 'IT S U 1 T1 M5 SU2 `' G T2? enVl �" H H T2 ] i) SU2 M7 00 ON .G SUl Location r Wall directly across where From water damaged wall With mastic -on steps up ............ With mastic -throughout entire bldg.. LUnder floor tile -entry Under wood parquet tile 3 00 PL1 a) 'c. Through entire basement' Heavy spray on all bsmt. ceilings 5/8" on part of ceiling Heat lines -all cellulose All basement runs To rear of boiler On heat pipes On joints of heat pipes Ceiling of boiler room Ceiling of Room Bl Near carpet -throughout 3 floors On double hung windows throughout Laying on floor Walls of office Ceiling of office /rectory -it appears to be Nun's house. The school is 127 Parker St. and is not in this packet. Lot's of clutter. Roof bad, several lavers. Bsmt. rooms are suraved a 0 U f.,1 CO M CO CO M M M M M M M M M i M M M M ,- . '- -- -- ,-, Homo or Het i xx i 0 = a = a ==xxxxxxxx;xxxxX m a> a> a s 4-.) ID a ai as a a) aD ai ai x a xxx ti t LT. ,,, Z o (.c, Z C. Z T.i Z Lz. Z Lz, Z Lz. ZZ C.T. LI. Z Lt. Z r.:. ZZ U. Lc. Z L;. C. Z Lr, I Z LI. G.L. Z Li, Z Li, Z Li, Z Li. Z Lt. Z L.L. Z Description Small sand -like .............----- Sand plaster 9x9 dark splotchy Mastic 9x9 lighter tile Mastic Black mastic Black mastic, heavy Sand like spray Patched paper Ant tracks and pins Thicker painted Ceiling DW in places Packed paper Joint plaster on PW Gasket -boiler Wools felt Joint Plaster White, hard White fibered Brown with Yellow Mastic White, hard Fibered chalk board Sandy look Fibered-sandy a ate, Ca Spray on Base plaster o 0 fa Floor tile Mastic Mastic Mastic Spray on Pipe insulation SCT es L. ..... 3 O m =� o Insulation O CA Insulation Plaster ;; etZ1 U CO a) N cl Board Spray on Spray on Room or Area I I Z. W Ei.3 Entry N. Entry N. Entry N. o, c v i- c4 — E f4 mom 0 fx 0 L4 Room B1 Room B2 Room B2 Room B2 Room B3 Boiler Room Blank Intentionally B3 Room B3 Room B3 Room om _� CL1 o f1 Room B 1 6 o 04 B 1-office B 1-office N ID rn 0909 -20-01 Bag 1 0909 -20-02 Bag 1 0909 -20-03 Bag 1 0909 -20-04 Bag 1 0909 -20-05 Bag 1 0909 -20-06 Bag 1 as N O O N O,rn 0 l 0909 -20-08 Bag 1 0909 -20-09 Bag 1 0909 -20-10 Bag 1 0909 -20-11 Bag 1 CC N C? fV Ot 0 0909 -20-13 Bag 1 0909 -20-14 Bag 1 0909 -20-15 Bag 1 0909 -20-16 Bag 1 0909 -20-17 Bag 1 rI 00 O N O1 0 0909 -20-19 Bag 1 sn o N O N a, 0 on ad fV Q N O 0 -, CO N N d N ON 0 0909 -20-23 Bag 1 CO "t N d N O' 0 Notes: Listed as school n between tl 4) m 4). a, ID fn c Bold Text means material contains Asbestos "`NAD= No Asbestos Detected 3=Significantly Damaged Condition: 1=Good Page 273 of 367 ASBESTOS BULK SAMPLE INVENTORY CONTINUED U e Tile-NAD Mastic-NAD NAD NAD NAD NAD NAD NAD NAD z Tile-NAD Mastic-7% Chrysotile Tile-NAD Mastic-7% Chrysotile NAD NAD Tile-NAD Mastic-7% Chrysotile NAD NAD z 20% Chrysotile 20% Chrysotile NAD Tile-7% Chrysotile Mastic-7% Chrysotile NAD NAD zz NAD NAD NAD a' .o F U en 15% Chrysotile Tile- 7% Chrysotile Mastic-7% Chrysotile 15% Chrysotile NAD NAD NAD NAD NAD Homo Unit No. O O .- _ N r1 M14 M14(a) in M17 M17(a) 1• T7 00 S112 I SU2 oo 0 O, O M21 N M23 M23(a) M24 M25 M26 M27 M27(a) M26 co M29 O p o = 0 Floor of B4 4. 0 0 Sand plaster DW/mud on ceiling On front of fireplace Wall of bath o o O N k o 1 0 O 0 High on wall -over door Inside metal jacket Floor of room B14 o c 71 0 > Nat. Gas forced on-vib, cloth Inside furnace & ducts Ceiling of room 110 Ceiling of room 115 Wall of room IF Floor of room 212 Black Mastic Walls of room 205 Walls of room 214 Paper on fiberglass only White granite Orange Mastic Felt used on roof Bitumen on felt On roof protrusions On gray tile in Patches on roof In place of brick Lots of panels Parking lot as debris •0 0 0 V N N N hi N N N N N N N N N N N N N N N N N N N N N N N N N N N N Homo or Het ti a) N a) L 4) !U 0 N 4l ra 4% W a) Cd dI y CJ y y y Het o V �.4 N 0 HOMO HOMO 0 HOMO__ HOMO Z. o Li. Z Ll. Z G..Z L.I. L,.. z G. ZZ 1 . U. z Li. Z[.z C.I. Li. z.z L.L. Li. zzzzz fs. LL [t. S . LL Z Li. z LT. z LL. z Lt. z LsI, zZ C.T. LL. z Ls.. Z L4 LL, Z Z 1.4 Z G. Z IL. Z c • v G 12" Gray Black mastic 12" Gray Black mastic On walls, ceiling On corner of Gray Black mortar Heavy cover-WP White/gray Black mastic Brownish cream 12" Black mastic %s" gypsum board 0 . o � O o M Dark brown Black mastic v > On furnace joints Furnace insulation "0 :� a�i X Heavy painted ofU o u ° Dk. brown wilt. brown splotches y o. a . y o. w � 00 .b i.s. White on ceramic tile wu 0 inG Black bitumen with felt Gray look, hard Gray tile Black mastic u m - i L7 QC Cement panels Windows and door Around cement panels In plastic bag Cd L C0 ,_ O ca Floor tile Mastic E v)a2 Mortar 0. �wc 0 Floor tile Mastic = �' ❑ Insulation Floor tile Mastic —_ �' A .° 0 ccA 0 L. Spray on I .ni K 0... Floor tile Mastic .1 a,a.. .G Insulation 2 0 C72w 'J Felt -bitumen 71 4, ear'.2ao ,W O 0 0 , t . . 3a.L“._i Debris Room or Area 5 a; 04 P C4 M F• 1 CO N O o W 4-1I 0 m al B9-Rm y .N., . GG B10-Rrn Ca 04 0 14 U W U co © I.. D ii in ._, .. co CC Roof 1 F Room 212 vi O N a, Room 214 Room 215 Room 227 Room 233 Room 233 en N N D CG Room 233 Room 233 N hl '. hl O p O Ix L.0 D .� Ltl O y La.) Exterior Sample # 0909 -20-25 Bag 1 0909 -20-26 Bag 1 0909 -20-27 Bag 1 0909 -20-28 Bag 1 0909 -20-29 Bag 1 0909 -20-30 Bag 1 0909 -20-3I Bag 1 0909 -20-32 Bag 1 0909 -20-33 Bag 1 0909 -20-34 Bag 1 0909 -20-35 Bag 1 0909 -20-36 Bag 1 0909 -20-37 Bag 1 0909 -20-38 Bag l 0909 -20-39 Bag 2 0909 -20-40 Bag 2 0909 -20-41 Bag 2 0909 -20-42 Bag 2 ----------- 0909 -20-43 Bag 2 N 0 0 hl a. O Q, O 0909 -20-45 Bag 2 0909 -20-46 Bag 2 [ 0909 -20-47 Bag 2 0909 -20-48 Bag 2 0909 -20-49 Bag 2 0909 -20-50 Bag 2 N 1a I 0 N V, O IS O 0909 -20-52 Bag 2 0909 -20-53 Bag 2 0909 -20-54 Bag 2 0909 -20-55 Bag 2 N 0 0 N a+ C7 o, p 0 0 a 0 0 0 a1 E Q1 i0 -0 0 0 u a 0 0 n 0 v 0 N 0 0 Bold Text means material contains Asbestos NAD= No Asbestos Detecte 0 u to V/ o I)0 ao to ra C 0 N u O C II V) m 0 ▪ a O ▪ cd (0 v ra fa 3 0 00 4- N O 0 "d N O y0� Z V Page 274 of 367 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, For Asbestos Abatement Services, Contract AB-2024-06-01P for property located at 123 East Parker Street (former Saint Mary's Villa) RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at City Hall, 715 Mulberry Street, Waterloo, Iowa, no later than 1:00 p.m., Thursday, June 20, 2024, for Asbestos Abatement Services, Contract AB-2024-06-01P, for property located at 123 East Parker Street (former Saint Mary's Villa), as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in the Harold E. Getty Council Chambers in City Hall of said City, on the 20th day of June, 2024 at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. The bid opening will be livestreamed on YouTube and made available on the city website. PUBLIC HEARING A public hearing will be held on the 1' day of July, 2024 at 5:30 p.m. in the Council Chambers in the City Hall in the City of Waterloo, Iowa, on the proposed plans, specifications, and form of contract, for Asbestos Abatement Services, Contract AB-2024-06-01P, for property located at 123 East Parker Street (Saint Mary's Villa). The proposed plans, specifications, and form of contract for said project are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting set forth above. Anyone who is interested may appear at said time and place and be heard or may file written objection with the City Clerk, City Hall, Waterloo, Iowa, before the date set for said hearing. SCOPE OF WORK A. 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. B. Remove ACM as identified in the asbestos surveys included as Exhibit "B". C. Document amounts of ACM removed from each structure. D. Document ACM disposal at the Black Hawk County landfill through the use of landfill tickets and provide copies to the project manager. Page 275 of 367 E. 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. F. Provide other services as requested by the City as may be necessary to implement the asbestos abatement project. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of June, 2024. Kelley Felchle, City Clerk CITY OF WATERLOO, IOWA Page 276 of 367 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Greg Ahlhelm, Building Offical Building Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving an amendment to the Professional Services Agreement with Invision Architecture of Waterloo, Iowa, in conjunction with the Public Market Renovations Project, originally executed April 1, 2024, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Revised scope of changes. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Public Market Reno - Revised Scope Changes Page 277 of 367 Page 278 of 367 INVISION 'LANT4I lG 1 AR(.1117ICTURL I INTERIORS June 12, 2024 Greg Alhelm, Building Official/Commercial Plans Examiner City of Waterloo Building Department 715 Mulberry Street, 2"d floor Waterloo, IA 50703 Greo.ahlhelm@waterloo-ia.org Re: Public Market Renovations Proposal — REVISED for SCOPE CHANGES Greg: We are looking forward to working with the City of Waterloo to provide architectural services for changes to the interior of the Public Market Building. The work is intended to realign services within the building to meet the needs of new tenants. The scope of work outlined below is based on the work that the City of Waterloo will implement prior to additional work that the new tenant may provide separately. SCOPE DESCRIPTION A. Prepare documents for bidding and construction to make changes to the layout of spaces within the Public Market Building at the corner of Washington Street and W. 31'd Street in Waterloo, IA. B. Site verification of existing conditions: wall locations, window openings, HVAC, plumbing and electrical systems, ceiling conditions, freezer/cooler units, and other items/system as needed. C. Update design model to represent existing conditions. D. Assumed scope of renovation work in the building: a. Demolition as needed to accommodate the necessary changes. i. Includes moving of e4d sing kitehen vent,Iatien heod. /1;sumption at this time la that-thexi&t n-kitcehon equip location- , iii. Structural acsecsment-and-design-to-6134411-btfildifIg-sapacity-te-aecoMMO date cooking -hoed in new location. iv. Roof pa on location change v. Relocation of groase intefeepter vi. Plumbing as needed for handwashing. c. Adjustments to sprinkler systems as needed to address new cooking location, and floor plan changes. d. Addition of perimeter baseboard heating in the dining room area: east wall facing Expo Plaza. e. Add new wall to create hallway connection between the back of house services and the front lobby to provide access to the restrooms and separation of tenant areas. ® 501 SYCAMORE ST, SUITE 101, WATERLOO, IA 50703 303 WATSON POWELL JR. WAY, SUITE 200 D m PO BOX 1800, WATERLOO, IA 50704-.1800 DES MOINES, IA 50309 {319) 233.8419 {515) 633.2941 PEOPLE. PROCESS. BALANCE. INVtSIONARCH.COM Page 279 of 367 VISION PLANNING I ARCOIITECTURE Il1TEaIORs i. includes associated electrical and HVAC changes to accommodate the revised floor plan. This includes moving affected lights, adding lights as needed in the new hallway, providing code minimum power in the new hallway, ventilation and heating as needed in the new hallway. No plumbing work is anticipated in the hallway. ii. Adjust doors/frames as needed for revised floor plan. iii. Doors will need to be adjusted in the brewery area to accommodate the added hallway. f. Window replacement of one window on the east side of building to allow pass -through to kitchen. This will likely be a powered overhead door. Additional wall infill may be needed. i. Provide additional detailing for associated counters to meet service needs. g. Assessment of egress compliance with floor plan changes. h. Cost evaluation at mid -point of documentation. E. Portions of the building are intended to have no design changes and are therefore excluded: a. Changes to the make up air unit are not included in the design fee. Changes to this unit will be evaluated if there are changes to the ventilation hood. b. No changes are included to the existing counters and services at the front area of the dining room, unless affected by the window replacement or baseboard heating installation. c. Walk in coolers/freezers will remain as is. d. The dishwashing room and equipment will remain as is. e. The existing kitchen will be left as -is. after the relocation of the existing kitchen equipment. Changes to this room are not included in the scope of this proposal. Patching, new finishes, doors, lighting, or other work is not included in this proposal. f. The brewery room will remain as is except for door/frame changes associated with the hallway wall. g. Interior design for tenant fit out is not included in this proposal. Services are not included for: i. the selection of flooring, wall or ceiling finishes. ii. New lighting in the dining area iii. Design of the kitchen service counter iv. Health department compliance with kitchen equipment and kitchen layout. This will be the responsibility of the tenants. h. Lighting design unless directly affected by hood or new hallway. i. Acoustic management is not included. j. Changes to exterior or vestibule doors and frame systems. k. Changes to exterior and interior signage I. Changes to window awnings m. All sitework is excluded i Icsc a: cocia ties7 n. If changes are needed that require architectural services, a fee amendment will be issued. o. Full code review is excluded. Assumption that City Building Department signs off on Code Compliance. 2 Page 280 of 367 \VISION PLANNING I ALLCHI1E TGRE I INIERIUHS DELIVERABLES and SERVICES INCLUDED: 1. Site verification by INV and MODUS 2. Full architectural design services (Schematic Design, Design Development, Construction Documents, Bidding, and Construction Administration) for the scope described above. a. Including MEPT design b. Structural design allowance of $5000 to be billed.hourly outside of the Architectural and MEPT lump sum. This is a placeholder until the scope of work is defined. 3. Design Meetings: a. Meeting 1 — review the preliminary scope definition diagram. b. Meeting 2 — plan review with City representative and Tenant. Plan sign off, with cost opinion. Establish final bidding schedule c. Meeting 3 — Plan sign off, with cost opinion. e. Meeting 4 — DD review and sign off, with updated cost opinion. f. Meeting 5 — ° stments. Page turn of Bid Documents 4. Deliverables: a. Schematic Design Review set b. Design Development Review set c. Full bidding documents: drawings and specifications d. Cost evaluation at two phases. CLIENT RESPONSIBILITIES: 1. Access to existing documentation of building. 2. Access to building for site verification. 3. Participate in meetings to support process outlined above. CONSTRUCTION BUDGET: 1. Preliminary cost opinion will be provided with Schematic Design. The cost may be below the public bidding threshold. SCHEDULE: This proposal assumes meetings as outlined above. We estimate that the design process will take approximately 8--40 4 6 weeks to complete once notice is given to proceed. The timeline assumes meetings can be scheduled with decision makers that align with the proposed schedule. The INV/MODUS team will attempt to reduce the schedule if possible. Recommended bidding timeline is 3 weeks. Notices and Public Hearings need to be planned into the timeline. This could change if cost is below bid threshold allowing Competitive Quotes in lieu of bidding. The construction schedule is unknown and will be driven by the resolution of the ventilation hood, and product delivery times. Actual construction will likely be 4-8 weeks once all products have been approved and delivered. BASE SERVICE FEE We propose INVISION & MODUS and structural fees be billed hourly. There are many unknowns at this time b p air; -and plumbing scope INVISION and MODUS estimated the expected time it could take but with so much undefined scope the fee percentage becomes very high. We propose doing this project hourly because we believe there will be value to the City. We recommend that you plan for $65,000 in fees for the full range of services outlined above. INVISION & MODUS will endeavor to streamline the process and decision making throughout all phases. 3 Page 281 of 367 INVISION I'IANNING j ARCIIISECrURE j i NIERIORS Invoices will be issued monthly based on actual time spent. If this is acceptable, please return a signed copy of this letter to our office for our records. We will then formalize with the AIA Agreement between Architect and Owner. Please contact me if you have any questions regarding the proposal at katep aainvisionarch.com or (319) 290-4932. We appreciate this opportunity to work with you again! Sincerely, Kate Payne, AIA Architect, Managing Director Cc: Eric Ritland, ericr@invisionarch.com; Lisa Chamberlain, lisacaRinvisionarch.com Attached: Hourly Rate Chart INVISION, Hourly Rate Chart MODUS. Authorized By: Printed Name: Signature Date 4 Page 282 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving a Development and Minimum Assessment Agreement with FDP OC, LLC, for the rehabilitation of 503 Commercial Street into a multi -story, mixed -use building of approximately seventy-eight apartment units on the upper levels and a retail storefront on the ground floor, including the Infill Housing Incentive of $5,000.00 per residential unit, property tax rebates with a schedule of eighty-five percent for twenty years, payment of up to fifty percent for removal of exterior paneling shall not exceed $50,000.00 and a Minimum Assessment Agreement of $7,500,000.00, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The agreement outlines a plan for the redevelopment of 503 Commercial Street. The project includes up to 78 upper story residential units with first floor commercial. The project would receive the $5,000 infill housing development incentive and tax rebates at 85% for 20 years. The city will also reimburse up to 50% (no more than $50,000) for the removal of mental paneling on the exterior of the building. NEIGHBORHOOD IMPACT This project would have a positive impact on the neighborhood by rehabilitating a property that has been vacant for years. They would also be creating additional residential and commercial opportunities in Waterloo. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES nuisance bonds / TIF Page 283 of 367 ALTERNATIVE ACTION LEGAL DESCRIPTION That part of Mill Square in the Village (now City) of Waterloo, County of Black Hawk and State of Iowa, described as follows: All Lots Nos. 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 and the Southwesterly 5 feet of Lot No. 34 (including that part of said lots vacated in 276 Misc 306). The Southwesterly 5 feet of the Northwesterly 58 1/2 feet of Lot No. 36. All of Lots Nos. 19, 20, 21, 22, 23 and 24, except the Southeasterly 20 feet thereof (now known as West Fourth Street). The Northwesterly 2 feet of Lot No. 5. All that part of the vacated alley in said Addition lying between West Fourth Street and Park Avenue. That part of the vacated alley running Southwesterly from Cedar Street (as now established) to the alley lying between West Fourth Street and Park Avenue. That part of Park Avenue described as follows: Commencing at the Southwesterly corner of Lot No. 12; thence Northwesterly 20 feet along the Southwesterly line of Lot No. 12, if extended; thence Northeasterly parallel and 20 feet distant with the Northwesterly lines of Lots 12, 13, 14, 15, 16, 17, 18, the Southwesterly 5 feet of Lot No. 34, and the vacated alley along Park Avenue to a point on the Northeasterly line of the Southwesterly 5 feet of Lot No. 34, if extended; thence Southeasterly 20 feet to the Northwesterly line of Lot No. 34; thence Southwesterly along the Northwesterly line of said previously described lots and alley to the point of beginning. ATTACHMENTS 1. FDP DA 6-18-24 Page 284 of 367 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 , 2024 by and between FDP OC, L.L.C. (the "Company") and the City of Waterloo, Iowa (the "City"). RECITALS A. In furtherance of the objectives of Chapter 403 of the Code of Iowa, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the Downtown Waterloo Urban Renewal and Redevelopment Area ("Urban Renewal Area"). B. Company is willing and able to finance and renovate existing structures and to construct new structures and related improvements on property legally described on Exhibit "A" attached hereto (the "Property") located in the Urban Renewal Area. C. 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 requirements 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. Development Property. Company owns the Property. Company will undertake the Project (defined below) upon the Property. Page 285 of 367 2. Improvements by Company. Company shall renovate the existing structure on the Property to create a multi -story, mixed -use building of approximately 78 apartments units on the ground floor and upper levels and a retail storefront on the ground floor, as well as related landscaping, storm water, paving, signage and below - grade and at -grade parking improvements (collectively, the "Improvements"), in accordance with the Plans as provided in Section 3. 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 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." 3. 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 2 Page 286 of 367 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 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. 4. 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 obtain a building permit and begin construction of the Improvements within twelve (12) months after the date of this Agreement (the "Start Date") and Substantially Complete construction within thirty (30) 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 pursuant to the Plans or Modified Plans 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 18, 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 3 Page 287 of 367 that construction be completed by the Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay. 5. 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. 6. City Activities to Aid Project. City agrees to undertake each of the following activities at its own expense: A. Grant. City will pay Company a grant of $5,000.00 for each apartment unit completed for a total incentive of $390,000.00, payable within 30 days after the Improvements have been Substantially Completed. B. Property Tax Rebates. City will pay property tax rebates to Company as set forth in Section 8. C. Street Vacate. If requested by Company during construction, City shall vacate Cedar Street to the extent depicted in a vacation survey to be prepared, and thereafter convey the vacated area to Company by quit claim deed for the sum of $1.00, free and clear of liens and encumbrances but subject to an easement for ingress and egress by the owner of adjacent real property at 10 W. 4th Street, its employees, tenants, patrons, contractors and agents. D. Relocation of Building. City will sell to Company for the sum of $1.00 a site of up to one (1) acre (the "Relocation Parcel") in the Northeast Industrial Park or an industrial subdivision at the Waterloo Regional Airport, to allow Company to relocate from the Property a steel -building addition of approximately 8,000 square feet. Conveyance shall be by special warranty deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) general utility and right-of-way easements serving the Relocation Parcel; and (c) restrictions imposed by the City zoning ordinances and other applicable law. The Relocation Parcel shall be sold in its "as is" condition, and City makes no representation or warranty as to the condition of the Relocation Parcel or its suitability for Company's purposes. Company is responsible to conduct its own due diligence and inspections. Company shall, at its own expense, prepare an updated abstract of title, or in lieu thereof Company may, at its own expense, obtain whatever form of title evidence it desires. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. Within sixty (60) days after Company has Substantially Completed construction of the relocated steel building upon the Relocation Parcel, City shall pay a $200,000.00 development grant to Company. E. Project Review and Assistance. The parties acknowledge and agree that the Project will require Company to obtain various approvals from the City of Waterloo and/or other applicable governmental authorities, including but 4 Page 288 of 367 not limited to zoning, site plan, building permit and other approvals required or necessary for Company's proposed Improvements to the Property. City will make planning, building, and engineering staff available for Project planning review and consultations in order to promote expeditious progress of the Project. F. Support for Applications. City agrees that it will cooperate in good faith with Company and, if necessary for program requirements, will sponsor Company applications for available tax credits and/or rebates and other available government funding, if Company chooses to make such application. The parties anticipate that Company may apply for federal and State of Iowa historic tax credits, brownfield/grayfield tax credits, workforce housing tax credits and other incentives. G. Reimbursement for Removal of Metal Panel. City agrees to reimburse the Company for up to 50% of total costs actually incurred by Company to remove the metal slipcover panels that cover the upper two stories of the former Courier Building. Reimbursement by the City shall not exceed $50,000. The City shall reimburse the Company within 30 days of the Company verifying full payment to third -party contractor for completed work. 7. 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 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 $7,500,000.00 (the "Minimum Actual Value"), through: either; (a) willful destruction of the Property, the Improvements, or any part of (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. 8. Tax Rebates. Provided that Company has completed Substantially Completed the Improvements before the Completion Deadline, and subject to the other terms of this Agreement, City agrees to rebate property tax (with the exceptions noted below) with respect to the Improvements, as follows: Year One through Year Twenty 85% rebate each year 5 Page 289 of 367 for any taxable value added by the completed Improvements (each such payment is a "Rebate") over the initial base value of $1,188,420.00. Each Rebate is payable in respect of a given property tax fiscal year (a "Fiscal Year") only to the extent that (a) Company has actually paid general property taxes due and owing for such Fiscal Year and (b) the city council has made an appropriation for the payment of the Rebate. To receive a Rebate for a given Fiscal Year, Company must, within twelve (12) months after the due date of the last installment of the property taxes for the respective Fiscal Year (i.e., the "March Installment"), submit a completed Rebate request to City on the form provided by or otherwise satisfactory to City. A failure to timely submit a request for a Rebate for a Fiscal Year will result in a forfeiture of the right to request a Rebate for such Fiscal Year. City agrees to consider a completed application for a Rebate within sixty (60) days after submission of the application to City. The taxable value of the Property as a result of the Improvements must be increased by a minimum of 10% and must increase the annual tax by a minimum of $500.00. Rebates shall not be paid based on any special assessment levy, debt service levy, or any other levy that is exempted from treatment as tax increment financing under the provisions of applicable law. The first Fiscal Year in respect of which a Rebate may be given ("Year One") shall be the first full Fiscal Year for which the assessment is based upon the completed value of the Improvements and not based on a prior Fiscal Year for which the assessment is based solely upon (x) the value of the Property, or upon (y) the value of the Property and a partial value of the Improvements due to partial completion of such Improvements or a partial Fiscal Year. As an example of the above provision, in the event all Improvements on the Property are Substantially Completed prior to January 1, 2027 and the Property and Improvements are assessed as fully completed based on the Plans, as may be revised, the property taxes that would be assessed based on the January 1, 2027 assessed value would be for the Fiscal Year ending June 30, 2029, with the taxes payable one- half by September 30, 2028 and one-half by March 31, 2029, then the first Rebate could be applied for after March 31, 2029 and prior to April 1, 2030. 9. Limitations on Payment of Rebates. A. Each payment of a Rebate is subject to annual appropriation by the city council each fiscal year. City has no obligation to make any payments to Company as contemplated under this Agreement until the city council annually appropriates the funds necessary to make such payments. The right of non - appropriation reserved to City in this paragraph is intended by the parties, and shall be construed at all times, so as to ensure that City's obligation to make future payments of Rebates shall not constitute a legal indebtedness of City within the meaning of any applicable constitutional or statutory debt limitation prior to the adoption of a budget which appropriates funds for the payment of that installment or amount. In the event that any of the provisions of this Agreement are determined by a court of competent jurisdiction or by City's bond counsel to create, or result in the creation of, such a legal indebtedness of City, the 6 Page 290 of 367 enforcement of the said provision shall be suspended, and the Agreement shall at all times be construed and applied in such a manner as will preserve the foregoing intent of the parties, and no Event of Default by City shall be deemed to have occurred as a result thereof. If any provision of this Agreement or the application thereof to any circumstance is so suspended, the suspension shall not affect other provisions of this Agreement which can be given effect without the suspended provision. To this end the provisions of this Agreement are severable. B. Notwithstanding the provisions of Section 8 hereof, City shall have no obligation to make a payment of a Rebate to Company if at any time during the term hereof City fails to appropriate funds for payment; City receives an opinion from its legal counsel to the effect that the use of Tax Increments resulting from the Property and Improvements to fund a Rebate payment to Company, as contemplated under Section 8 above, is not, based on a change in applicable law or its interpretation since the date of this Agreement, authorized or otherwise an appropriate urban renewal activity permitted to be undertaken by City under the Urban Renewal Act or other applicable provisions of the Code, as then constituted or under controlling decision of any Iowa court having jurisdiction over the subject matter hereof; or City's ability to collect Tax Increment from the Improvements and Property is precluded or terminated by legislative changes to Iowa Code Chapter 403. Upon occurrence of any of the foregoing circum- stances, City shall promptly forward notice of the same to Company. If the circumstances continue for a period during which two (2) annual Rebate payments would otherwise have been paid to Company under the terms of Section 8, then City may terminate this Agreement, without penalty or other liability to City, by written notice to Company. C. For purposes of this Agreement, "Tax Increments" shall mean the property tax revenues on the Improvements and Property received by and made available to City for deposit in an account maintained under this Agreement, the provisions of Iowa Code § 403.19 and the ordinance governing the Urban Renewal Plan. 10. Conditions to City Funding. A. The complete or initial funding by City of the Rebates and other Project commitments shall be deemed an agreement of the parties that the applicable conditions to disbursement of funds shall, as of the date of such funding, have been satisfied or waived. If the conditions set forth in this Section are not satisfied at a Rebate disbursement date, this Agreement shall terminate unless a new disbursement date is established by amendment to this Agreement. The termination of this Agreement shall be the sole remedy available to City or Company if, for whatever reason, a condition set forth in this Section is not satisfied at a Rebate payment date, it being understood that each party shall nonetheless incur costs and liabilities prior thereto for which they alone are responsible. City and Company each expressly assumes all responsibility for the 7 Page 291 of 367 costs and liabilities they may each so incur prior to a Rebate payment date and agree to indemnify and hold each other harmless therefrom. B. It is recognized and agreed that the ability of the City to perform the obligations described in this Agreement, including but not limited to the Rebate payments, is subject to completion and satisfaction of certain separate city council actions and required legal proceedings relating to the expansion of a tax increment financing (TIF) district and amendment to the urban renewal plan, including the holding of public hearings on the same. Further, all the obligations of City under this Agreement are subject to fulfillment, on or before each Rebate payment date, of each of the following conditions precedent: (I) The representations and warranties made by Company in Section 13 shall be true and correct as of the Rebate disbursement date with the same force and effect as if made at such date. (ii) Company shall be in material compliance with all the terms and provisions of this Agreement. (iii) There has not been, as of the Rebate disbursement date, a substantial change for the worse in the financial resources and ability of Company, or a substantial decrease in the financing commitments secured by Company for construction of the Improvements, which change(s) makes it likely, in the reasonable judgment of the City, that Company will be unable to fulfill its covenants and obligations under this Agreement. 11. 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 each phase of 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. 8 Page 292 of 367 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 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 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. 12. 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. 9 Page 293 of 367 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. 13. 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. 14. Indemnification and Releases. A. 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 10 Page 294 of 367 the Property arising after Company's lease or acquisition of the same or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the acquisition and condition of the Property and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Property. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 15. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or Project area, all of which must be completed within 180 days from the date this Agreement is approved by the City council. If such completion does not occur, then any conveyance, benefit or incentive of any type provided by City hereunder within said 180-day period is subject to reverter of title, revocation, repayment or other appropriate action to restore such property, benefit or incentive to City, and Company agrees to cooperate diligently and in good faith with any reasonable request by City to effectuate the restoration of same, or failing such restoration Company agrees to be liable for same or for the fair value thereof, plus interest on any sums owing at the rate of 5% per annum commencing with the date of demand for payment, if said payment is not remitted to City within 30 days. 16. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. Notwithstanding the foregoing, Company may mortgage the Property to a lender as security for financing of Project improvements, but for no other purpose. 11 Page 295 of 367 17. 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. Transfer by Company of any interest (either directly or indirectly) in the Improvements, any part of the Property, or this Agreement, without the prior written consent of City except as authorized by Section 16 or otherwise as security for financing of Project improvements; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Property; D. 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; E. 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. F. 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. 18. 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 12 Page 296 of 367 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 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. 19. 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. 20. 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. 13 Page 297 of 367 21. 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. 22. 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 P.O. Box 1634, Muscatine, Iowa 52761, email jbradley@r3composites.com, with copy to Thomas J. Pastrnak, Pastrnak Law Firm, P.C., 313 West Third Street, Davenport, Iowa 52801, facsimile number 563-323-7739, email tastrnak@pastrnak.com. 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) four (4) 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. 23. 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. 24. 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. 25. 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 14 Page 298 of 367 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. 26. 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. 27. 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. 28. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 29. 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. 30. 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. 31. 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] 15 Page 299 of 367 CITY OF WATERLOO, IOWA FDP OC, L.L.C. By: By: Quentin M. Hart, Mayor Attest: Kelley Felchle, City Clerk 16 Title: Page 300 of 367 EXHIBIT "A" Legal Description of Property That part of Mill Square in the Village (now City) of Waterloo, County of Black Hawk and State of Iowa, described as follows: All Lots Nos. 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 and the Southwesterly 5 feet of Lot No. 34 (including that part of said lots vacated in 276 Misc 306). The Southwesterly 5 feet of the Northwesterly 58 1/2 feet of Lot No. 36. All of Lots Nos. 19, 20, 21, 22, 23 and 24, except the Southeasterly 20 feet thereof (now known as West Fourth Street). The Northwesterly 2 feet of Lot No. 5. All that part of the vacated alley in said Addition lying between West Fourth Street and Park Avenue. That part of the vacated alley running Southwesterly from Cedar Street (as now established) to the alley lying between West Fourth Street and Park Avenue. That part of Park Avenue described as follows: Commencing at the Southwesterly corner of Lot No. 12; thence Northwesterly 20 feet along the Southwesterly line of Lot No. 12, if extended; thence Northeasterly parallel and 20 feet distant with the Northwesterly lines of Lots 12, 13, 14, 15, 16, 17, 18, the Southwesterly 5 feet of Lot No. 34, and the vacated alley along Park Avenue to a point on the Northeasterly line of the Southwesterly 5 feet of Lot No. 34, if extended; thence Southeasterly 20 feet to the Northwesterly line of Lot No. 34; thence Southwesterly along the Northwesterly line of said previously described lots and alley to the point of beginning. Page 301 of 367 EXHIBIT "B" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of , 2024, by and among the CITY OF WATERLOO, IOWA ("City"), FDP OC, L.L.C. ("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 an area within the City and within the Downtown Waterloo Urban Renewal and Redevelopment Plan area, 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 § 403.6, as amended, 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 $7,500,000.00 (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, 2026 the parties agree to execute an amendment to this Agreement that will extend the date specified in Section 2 below. Page 302 of 367 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, 2065. 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 § 403.6, as amended, 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 303 of 367 (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 304 of 367 CITY OF WATERLOO, IOWA FDP OC, L.L.C. By: By: Quentin Hart, Mayor By: Kelley Felchle, City Clerk STATE OF IOWA ) ss. COUNTY OF BLACK HAWK Title: 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. Notary Public STATE OF IOWA ) ss. COUNTY OF Subscribed and sworn to before me on , 2024 by as of FDP OC, L.L.C. Notary Public 4 Page 305 of 367 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, certifies that the actual value assigned to that land and improvements upon completion shall not be less than Seven Million Five Hundred Thousand and 00/100 Dollars ($7,500,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof, subject to adjustment as provided in said agreement. STATE OF IOWA ) ss. COUNTY OF BLACK HAWK 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 306 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving an Acquisition Contract to acquire 2,063 square feet of right-of-way, in the amount of $13,000.00 and up to $1,200.00 in closing costs, with Doris R. Foster, located at 500 Lakeside Street, in conjunction with the East 4th Street Reconstruction Project, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a request to enter into an acquisition contract to acquire 2,063 square feet of right-of- way, in the amount of $13,000.00 and up to $1,200.00 in closing costs, with Doris R. Foster, located at 500 Lakeside Street, in conjunction with the East 4th Street Reconstruction Project, and authorizing the Mayor and City Clerk to execute said documents. Acquisition of the right-of-way is going to coincide with all the other improvements taking place in the North Crossing Area at Highway 63 and Donald Street. This newly acquired right-of-way will allow for the installation of a new public sidewalk that will create suitable pedestrian accommodations to connect the new development that has occurred, along with future developments. NEIGHBORHOOD IMPACT The acquisition will positively impact the area and create much needed pedestrian connections. This subdivision was platted in the 1950s, and it was typical that sidewalks were unfortunately not included in subdivisions created around that time. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Page 307 of 367 EWU TIF Funds ALTERNATIVE ACTION LEGAL DESCRIPTION The West 17.20 feet of Lot 22, Hollingsworth Addition, City of Waterloo, Black Hawk County, Iowa. ATTACHMENTS 1. Acquisition Contract 2. Aerial Map Page 308 of 367 ACQUISITION CONTRACT Parcel No. 8913-12-378-039 - Doris R. Foster PROJECT East 4th Street Reconstruction Project - Adjacent to 500 Lakeside Street THIS ACQUISITION CONTRACT (the "Contract") is made and entered into as of 2024 by and between Doris R. Foster ("Seller"), and City of Waterloo, Iowa, ("Buyer"). 1. Seiler agrees to sell to Buyer, and Buyer agrees to buy, the following real estate and/or easement interests (the "Property"), described as: See attached Exhibit "A", in the City of Waterloo, State of Iowa, which includes the buildings, improvements and other fixtures thereon. The Property also includes, if applicable, all estates, rights, title and interests, including all easements, and all advertising devices and the right to erect such devices as are located thereon. 2. Possession of the Property is the essence of this Contract, and Buyer may enter and assume full use and enjoyment of the premises per the terms of this Contract. Seller hereby grants Buyer the immediate right of access and entry to the Property for project purposes, including nbut not limited to gathering survey and soil data. Seller may surrender possession of the Property or any part thereof prior to the time at which it has hereinafter agreed to do so, and agrees fa give Buyer ten (10) days notice of Seller's intention to do so by calling Buyer at (319) 291-4366. 3. The Purchase Price shall be $ 13,000.00. The Purchase Price shall be due and payable in full at closing, to be delivered to the Seller upon performance of Seller's obligations and satisfaction of Buyer's contingencies, if any. 4. Possession of the Property shall be delivered to Buyer at closing, which shall occur at a mutually agreeable date and time within sixty (60) days after the date this Contract is approved by the city council, but in any event after the approval of title by Buyer and satisfaction or waiver of contingencies, if any. No later than the closing date, Seller shall remove from the Property all of its personal property, trash, and debris of any type that is not a structure or a fixture. Within said time Seller shall also remove all hazardous materials and/or substances from the Property on or above the ground surface, including but not limited to barrels, cans, or bottles of any kind. Costs incurred by Buyer to remove any items left behind by Seller shall be set off against any expenses that Buyer agrees to reimburse to Seller under this Contract. 5. Seller warrants that there are no tenants on the Property except: 6. This Contract shall apply to and bind the legal successors in interest of the Seller, and Seller agrees to pay all encumbrances, claims, liens and assessments against the Property, including all taxes and special assessments payable until surrender of possession as required by Section 427.2 of the Code of Iowa, and agrees to warrant merchantable title. Names and addresses of lienhoiders are: (a) Black Hawk County, Iowa, for taxes. (b) Unknown until completion of abstract continuation 7. Buyer may include mortgagees, iienholders, encumbrances and taxing authorities as payees on warrants as contract payment. Seller will furnish and deliver to Buyer an abstract of title, continued by the Buyer, to a date within thirty (30) days before the closing date, showing merchantable title to the Property in Seller in conformity with this Contract, Iowa law, and title standards of the Iowa State Bar Association. Buyer will pay the cost of abstract continuation, or creation, as necessary. Seller agrees to obtain court approval of this Contract, if requested by the Buyer, if title to the Property becomes an asset of any estate, trust, conservatorship or guardianship. Seller agrees to pay court approval costs and all other costs necessary to transfer the Property to the Buyer. Seller shall convey the Property to Buyer by warranty deed, free and dear of all liens, restrictions, and encumbrances except as provided in this Contract. 8. If the Seller holds title to the Property in joint tenancy with full rights of survivorship and not as tenants in common at the time of this Contract, Buyer will pay any remaining proceeds to the survivor of that joint tenancy and will accept title solely from that survivor, provided the joint tenancy has not been destroyed by operation of law or acts of the Seller. 9. Seller agrees to keep property hazard insurance coverage in force in a minimum amount equal to the Purchase Price, payable to all parties as their interests may appear, from the date of this Contract until delivery of the deed and possession. Buyer shall notify all insurance companies of this Contract. In case of loss or destruction of part or all of the Property from causes covered by the insurance, Seller agrees to accept the lump sum payment and to endorse the proceeds of any such insurance recovery to the Buyer. Seller hereby assigns the proceeds of any such insurance recovery to the Buyer, and Seller hereby assigns to Buyer any and all of Seller's rights under such insurance contract. Page 309 of 367 10. The Seller has agreed to sell the Property to the Buyer. Seller acknowledges if it fails to complete its duties of performance under this Contract, Buyer may exercise its power of eminent domain to acquire the Property, provided that the Property is deemed essential by the City Council to keep the project moving forward, or Buyer may exercise other remedies available under applicable law. Buyer agrees to cooperate with Seller, at Seller's request and at no additional cost to Buyer, to have this transaction qualify as an involuntary conversion pursuant to § 1033 of the Internal Revenue Code. 11. This Contract shall become effective only upon the occurrence of each of the following two events: (a) acceptance and approval of the Contract by the City Council of the City of Waterloo, and (b) the environmental clearance of the Property in accordance with Phase I site assessment and recommended subsequent activities. Within 30 days after Seller's execution of this Contract, Seller shall disclose to Buyer all contamination of the Property by hazardous wastes and/or substances of which Seller has knowledge. 12. This Contract, together with the exhibits and attachments attached hereto, constitutes the entire agreement between Buyer and Seller, and there is no agreement to do or not to do any act or deed except as specifically provided herein. This Contract may be modified only in a writing signed by both parties. Time is of the essence of this Contract. WHEREFORE, the parties have entered into this Acquisition Contract as of the date first set forth above. Doris R. Foster SELLER'S ACKNOWLEDGMENT: STATE OF IOWA, BLACK HAWK COUNTY, ss: Acknowledged before me on\ /Lf�CiT /7 �.2" by Doris R. Foster. ekm. 1 : IM ANDERA z . �' COM:�� SS;ON NO.772518 �r "-n. - -A- i.r.Y Cr :ME4;= SION EXPIRES -s J /J,'i'ii:. 11, 2027 APPROVAL RECOMMENDED BY: City Planning Staff (Date) APPROVED BY: ATTEST: (Mayor) (City Clerk) DATE APPROVED: BUYER'S ACKNOWLEDGMENT: STATE OF IOWA, BLACK HAWKCOUNTY, ss: Acknowledged before me on by Quentin Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa. Notary Public 2 Page 310 of 367 Index Legend Location Description: Lot 22, Hollingsworth Addition, Waterloo, Iowa Req uesto r: Noel Anderson, City of Waterloo Proprietor: Doris Robinson Surveyor: William W. Castle Surveyor Company: City of Waterloo Engineering Department 715 Mulberry Street, Waterloo, IA 50703 Return To: 715 Mulberry St, Waterloo, IA 50703 291-4312 Exhibit "A" Acquisition Plat Part of Lot 22, Hollingsworth Addition, City of Waterloo, Black Hawk County, Iowa This Plat of Survey represents an acquisition of part of a parcel of land last described in a Quitclaim Deed between Scott Foster Trucking and Doris Robinson, recorded on April 20th, 2004, in Fee Book # 2004-30589, in the Black Hawk County Recorder's Office. Legal Description of Land to be Acquired: The West 17.20' of Lot 22, Hollingsworth Addition, City of Waterloo, Black Hawk County, lowa. (N B9°1817" E) ( 6.00') 5.8' A (N 89°17 38" E) ( 5.97') 15.8' A NW CORNER, NE 1/4-SW1/4 SEC. 12-89-13 FOUND 1" PINCHED PIPE NW CORNER, SE 1/4-SW 1/4 SEC, 12-89-13 CALCULATED CORNER BASED ON BEARINGS AND DISTANCES NOTED ON THE NORTH CROSSING THIRD ADDITION PLAT. CORNER OBLITERATED DUE TO CONSTRUCTION ACTIVITY AT TIME OF THIS PLAT AND TO BE RESET BY OTHERS AT COMPLETION OF SAID CONSTRUCTION ACTIVITY. 0 0 z 0 LAKESIDE STREET 60' PLATTED ROW FOUND 1" 120.13' a FOUND 112" PINCH PIPE OPEN PIPE --(N89°18'56"E) {120.14'} (S 89°18'56" W) (33.23') 33' LOT 67 (N 89°18'17" E) (17.20') FOUND 112" REBAR, 2.04' NORTH AND 1.00' EAST OF CORNER Cr W LOT 22 0 U) HOLLINGSWORTH SECOND ADD. LOT 66 HOLLINGSWORTH ADD. /� (S 89°17'38" W) (17.20') 0 0 33' \1°. LOT 23 LOT 65 LOT 24 FOUND 1" PINCHED PIPE —N 89° 17'38" E 464' A (464.06')-�—�` KEYSTONE STREET 60' PLATTED ROW (N 89°17'38" E) (33.16') SW CORNER, SE 1/4-SW 114 SEC. 12-89-13 FOUND 1" BRONZE MARKER EMBOSSED PLS 22468 0 25 50 Scale: 1 inch = 50 feet Plat Legend: • Found Monument Set 5/8" x 24" Rebar w/Blue Cap "Iowa - 19715" A Found section corner monument 123.45' Record Measurement (123.45') Field Measurement Per Hollingsworth Addition Plat #e Per Hollingsworth 2nd Addition Plat # c Per North Crossing 3rd Addition Plat 0 #A Survey Notes: 1. The Bearings shown on this survey are derived from GPS observations using the Iowa State Plane Coordinate System, North Zone, NAD 83 (2011). 2. All dimensions are in US Survey feet and decimals thereof. 3. Acquisition area; 2,063 square feet 10.047 Acre. SE CORNER, LOT 29, HOLLINGSWORTH ADDN. FOUND 112" REBAR IN/ DAMAGED YELLOW CAP I hereby certify that this surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under] Laws of the State of Iowa. William W. Castle, PLS License Number 19715 My License Renewal Date is December 31, 2025. Pages or sheets covered by this seal : 3/2 7/7 v7 Date City of Waterloo Engineering Department 715 Mulberry Street, Waterloo, Iowa 50703 Phone: (319) 291-4312 Fax: (319) 291-4262 Drawn By: AJB Scale: 1" = 50' Field Work Date: 12-6--2023, 2-14, 3-11-2024 Date Drawn: 3-12-2024 Sheet No. 1 of 9 Page 311 of 367 Fee Title Acquisition 500 Lakeside Street M in 17.2' x 119.97' Acquisition N E 11 Page 312 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution to rename Penneys Street to Gina Boulevard, located between East San Marnan Drive and Crossroads Boulevard. RECOMMENDED COUNCIL ACTION Staff recommends that the request by the City of Waterloo to rename Pennys Street to Gina Boulevard be approved for the following reason(s): 1. The Engineering Department has reviewed the request and concurs with the renaming of Penneys Street to Gina Boulevard, as there are no addresses on Penneys Street that would need to be changed. SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to rename Penneys Street to Gina Boulevard. The Engineering department has reviewed the request and concurs with the naming as it does not conflict with any other street names. The street will be named after the daughter of the developer of the new strip mall to the southwest of the street. The Planning, Programming, and Zoning Commission unanimously voted to approve the request at their regular meeting on June 11, 2024. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact upon the surrounding neighborhood, as there are no addresses that would need to be changed. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Page 313 of 367 SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Council Packet Page 314 of 367 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: SURROUNDING LAND USE: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE Request by the City of Waterloo to rename Penneys Street to Gina Boulevard City of Waterloo, 715 Mulberry St, Waterloo, Iowa 50703 The applicant is requesting to rename Penneys Street to Gina Boulevard, which is located between Crossroads Boulevard and East San Marnan Drive. The request would not appear to have a negative impact upon the surrounding neighborhood, as there are no addresses that would need to be changed. The request would not appear to have a negative impact upon pedestrian and traffic conditions in the area. There is no sidewalk located along Penneys Street and there are no trails within the nearby vicinity. The surrounding land use consists of commercial businesses. The properties along Penney's Street are zoned "S-1" Shopping Center District and "C-2" Commercial District. This request would not require any additional buffers or screening. The request for the street renaming would not appear to have a negative impact upon drainage in the area. The area is composed of commercial businesses that were built between 1983 and 2016, with a new building being constructed right now. The property in question is not located within any Special Flood Hazard Area as indicated by the 2024 Federal Insurance Administration's Flood Insurance Rate Map. Kittrell Elementary School is located 0.69 miles to the northwest and Columbus High School is located 0.86 miles to the west. The nearest park is Morris Park, which is located 0.62 miles to the northwest. A 4" drain tile is located within Penneys Street. The Future Land Use Map designates this area as commercial, and would be in conformance with the Comprehensive Plan adopted August 21, 2023. This area is 81 Page 315 of 367 LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: located within the Primary Growth Area. The applicant is requesting to rename Penneys Street to Gina Boulevard. The Engineering department has reviewed the request and concurs with the naming as it does not conflict with any other street names. There were no comments from the Technical Review Committee on this request. No subdividing of land is required for this request. Therefore, staff recommends that the request by the City of Waterloo to rename Pennys Street to Gina Boulevard be approved for the following reason(s): 1. The Engineering Department has reviewed the request and concurs with the renaming of Penneys Street to Gina Boulevard, as there are no addresses on Penneys Street that would need to be changed. 82 Page 316 of 367 City of Waterloo Planning, Programming, and Zoning Commission June i1, 2024 'III R 2— HIM LYMOUTH AVE <<IIIIIIIIII E. RIDGEWAYAVE III I1111 IHIIARIIIRD E z m O U I I ILL III 11 II I OLESON RI R-3 LANGLEY RD I I I I R - 2-KAPLAN DR z � oiLlo���— J W A L(cmi); LN p o'z z /1 TArLCOTT CT CREEKSIDECT v R=2II Qg� 'I I I2, C-Z C-2,C-Z • PINTA' R-4 A-1 SARAH DR A-1 cn 0 G a, M-1 0 o AA. 1° 'dik 4Q Q , poi,..#44"11% 11111,.. do sc ilFf i0 J m 0 Illik �-GRIMMS� 1 41 0 00 V J �O 5P A-1 ( ,)---R-3,R-P 0 mm z ow s R-3 A-1 Rename Penny's Street "Gina Boulevard" From Crossroads Boulevard 83 f7...... 0.17 ..f 0G7 City of Waterloo Planning, Programming, and Zoning Commission June i1, 2024 Rename Pennys Street "Gina Boulevard" From Crossroads Boulevard to San Marnan Drive 84 n ...... 04 0 ..F O G7 Waterloo Engineering Department 715 Mulberry St, Waterloo, IA 50703 Phone: (319) 291-4312 CITYOFWATERLOOIOWA.COM May 1, 2024 Aric Schroeder City Planner City of Waterloo 715 Mulberry St. Waterloo, IA 50703 RE: RENAMING PUBLIC PENNYS STREET AS GINA BOULEVARD Dear Aric: The Engineering Department has received a request to rename public Pennys Street to Gina Boulevard. There are no addresses on Pennys Street that would need to be changed. Therefore, the Engineering Department recommends that public Pennys Street be renamed Gina Boulevard. Please use the same language in this letter for your council communication. Attached is a draft resolution for your use. Sincerely, Jamie Knutson, P.E. City Engineer Cc: Steve Walker, GIS Technician Chris Alvarado, GIS Technician Greg Ahlhelm, Building Official Randy Bennett, Public Works Director 85 Page 319 of 367 Resolution No. 2024- Resolution approving the request by the City of Waterloo to rename public Pennys Street as Gina Boulevard. Be it resolved by the City Council of the City of Waterloo, Iowa, that the request by the City of Waterloo to rename public Pennys Street as Gina Boulevard is hereby approved. Passed and adopted this day of 2024. 86 Page 320 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with HR Green, in an amount not to exceed $5,100.00, to complete a phase I Environmental Site Assessment for a city -owned lot on the Techworks Campus, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The agreement will allow for HR Green to complete a Phase I Environmental Site Assessment on a 0.283 acres of the Techworks campus. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Bonds and TIF ALTERNATIVE ACTION LEGAL DESCRIPTION Parcel K of Survey recorded 2024-8092 recorded on December 21, 2023. ATTACHMENTS Page 321 of 367 1. psa-2024-06-10-ParcelK_Techworks Page 322 of 367 H RGreen Simple Scope Short Form Agreement Project: Waterloo, IA — Parcel K Phase I ESA Client: Contact: Title: Address: City/State/Zip: Phone/Email/Fax No. City of Waterloo Noel Anderson Project No: 2402843 Phase No(s).: Date: 06/10/2024 Community Planning and Development Director 715 Mulberry Street Waterloo, IA 50703 319.291.4366 / 319.291.4262 The CLIENT agrees to employ HR Green, Inc. (COMPANY) to perform the following services: Complete a Phase I Environmental Site Assessment (ESA), per ASTM 1527, on the Parcel K shown on the attached plat survey which covers 0.283-acre area (SITE) in Waterloo, IA (see attached survey and map). The parcel is currently vacant. CLIENT will provide COMPANY with access to the SITE included in the Phase I ESA, a copy of the title history report/opinion of title for the SITE, and contact information for the current owner of the SITE. CLIENT will also complete a User Questionnaire. The Phase I ESA report will be made available to CLIENT within 30 days following Client authorization to start work. The schedule may be adjusted for items outside of COMPANY's control (ex: delayed response to records requests, interview, or site access) and CLIENT will be notified if any delays are encountered. The CLIENT agrees to pay COMPANY for the above scope of services: Time & Material, Not to Exceed in the amount of $5,100 ® Reimbursable Expenses Included ❑ Sub -Consultant Services Included ❑ Prepayment Required for Services to Commence Copy To: ® Accounting Version2.1 02052021 Page 323 of 367 HRGreen TERMS AND CONDITIONS Short Form AGREEMENT Phase I ESA- Parcel 2402843 June 10, 2024 Page2of3 Services provided by COMPANY under this AGREEMENT will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing at the same time and in the same or similar locality. Nothing contained in this AGREEMENT shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the COMPANY. COMPANY's services under this AGREEMENT are being performed solely for the CLIENT's benefit, and no other party or entity shall have any claim against COMPANY because of this AGREEMENT or the performance or nonperformance of services hereunder. The CLIENT and COMPANY agree to require a similar provision in all agreements with contractors, subcontractors, sub -consultants, vendors and other entities involved in this project to carry out the intent of this provision. In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project, the CLIENT and COMPANY agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to non -binding mediation unless the parties mutually agree otherwise. The CLIENT and COMPANY further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors, sub -consultants, suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. If litigation arises for purposes of collecting fees or expenses due under this AGREEMENT, the Court in such litigation shall award reasonable costs and expenses, including attorney fees, to the party justly entitled thereto. In awarding attorney fees, the Court shall not be bound by any Court fee schedule, but shall, in the interest of justice, award the full amount of costs, expenses, and attorney fees paid or incurred in good faith. All reports, plans, specifications, field data, field notes, laboratory test data, calculations, estimates and other documents including all documents on electronic media prepared by COMPANY as instruments of service shall remain the property of COMPANY. All project documents including, but not limited to, plans and specifications furnished by COMPANY under this project are intended for use on this project only. Any reuse, without specific written verification or adoption by COMPANY, shall be at the CLIENT's sole risk, and CLIENT shall defend, indemnify and hold harmless COMPANY from all claims, damages and expenses including attorneys' fees arising out of or resulting therefrom. Under no circumstances shall delivery of electronic files for use by the CLIENT be deemed a sale by the COMPANY, and the COMPANY makes no warranties, either express or implied, of merchantability and fitness for any particular purpose. In no event shall the COMPANY be liable for indirect or consequential damages as a result of the CLIENT's use or reuse of the electronic files. Because electronic file information can be easily altered, corrupted, or modified by other parties, either intentionally or inadvertently, without notice or indication, COMPANY reserves the right to remove itself from ownership and/or involvement in the material from each electronic medium not held in its possession. CLIENT shall retain copies of the work performed by COMPANY in electronic form only for information and use by CLIENT for the specific purpose for which COMPANY was engaged. Said material shall not be used by CLIENT or transferred to any other party, for use in other projects, additions to this project, or any other purpose for which the material was not strictly intended by COMPANY without COMPANY's express written permission. Any unauthorized use or reuse or modifications of this material shall be at CLIENT'S sole risk. Furthermore, the CLIENT agrees to defend, indemnify, and hold COMPANY harmless from all claims, injuries, damages, losses, expenses, and attorneys' fees arising out of the modification or reuse of these materials. The CLIENT agrees that the General Contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the CLIENT's agreement with the general contractor. The CLIENT also agrees that the CLIENT, COMPANY and COMPANY's consultants shall be indemnified and shall be made additional insureds on the general contractor's and all subcontractor's general liability policies on a primary and non-contributory basis. The CLIENT shall make no claim for professional negligence, either directly or in a third party claim, against COMPANY unless the CLIENT has first provided COMPANY with a written certification executed by an independent design professional currently practicing in the same discipline as COMPANY and licensed in the State in which the claim arises. The CLIENT agrees, to the fullest extent permitted by law, to limit the liability of COMPANY and COMPANY's officers, directors, partners, employees, shareholders, owners and sub -consultants to the CLIENT for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorneys' fees and Version2.1 02052021 Page 324 of 367 HRGreen Short Form AGREEMENT Phase I ESA- Parcel 2402843 June 10, 2024 Page3of3 costs and expert witness fees and costs, so that the total aggregate liability of COMPANY and its officers, directors, partners, employees, shareholders, owners and sub -consultants to all those named shall not exceed $ 10,000. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. Invoices for COMPANY's services shall be submitted, on a monthly basis. Invoices shall be due and payable upon receipt. If any invoice is not paid within 30 days, COMPANY may, without waiving any claim or right against the CLIENT, and without liability whatsoever to the CLIENT suspend or terminate the performance of services. The retainer shall be credited on the final invoice. Accounts unpaid 30 days after the invoice date may be subject to a monthly service charge of 1.5% (or the maximum legal rate) on the unpaid balance. In the event any portion of an account remains unpaid 60 days after the billing, COMPANY may institute collection action and the CLIENT shall pay all costs of collection, including reasonable attorneys' fees. The COMPANY is not a Municipal Advisor registered with the Security and Exchange Commission (SEC) as defined in the Dodd -Frank Wall Street Reform and Consumer Protection Act. When the CLIENT is a municipal entity as defined by said Act, and the CLIENT requires project financing information for the services performed under this AGREEMENT, the CLIENT will provide the COMPANY with a letter detailing who their independent registered municipal advisor is and that the CLIENT will rely on the advice of such advisor. A sample letter can be provided to the CLIENT upon request. This AGREEMENT is approved and accepted by the CLIENT and COMPANY upon both parties signing and dating the AGREEMENT. Services will not begin until COMPANY receives a signed agreement. The effective date of the AGREEMENT shall be the last date entered below. CITY OF WATERLOO 715 Mulberry Street Waterloo, IA 50703 319-291-4366 Accepted by: Printed/ Typed Name: Title: Date: HR GREEN, INC. 8710 Earhart Lane SW Cedar Rapids, IA 52404 319-841-4374 Approved by: Printed/ Typed Name: Title: Date: Version2.1 02052021 Page 325 of 367 iJ * PREPARED BY/RETURN TO: FEHR GRAHAM, 221 EAST MAIN ST., SUITE 301 MANCHESTER, IA 52057 - PH: 563.927.2060 RECORDER'S INDEX COUNTY: BLACK HAWK ION: 23-189N—R13W QUARTER SECTION: SW1/4 CITY: WATERLOO SUBDIVISION: TECHWORKS ADDITION BLOCK: N/A LOT(S): PARCEL K IN PART OF PARCEL G, THAT PART OF LOT 1 OF TECHWORKS ADDITION PROPRIETOR: WATERLOO DEVELOPMENT CORPORATION AND TECH 1 COMMERCIAL CONDOMINIUM ASSOCIATION, INC. REQUESTED BY: CITY OF WATERLOO (NOEL ANDERSON) 1111n l 11 Itll III II11(III IIIII IIIII III1111111 III II 111111111111 Doc ID: 012052040002 Type GEN Recorded: 12/21/2023 at 11.17:33 AM Fee Amt: $12.00 Page 1 of 2 Black Hawk County Iowa SANDIE L. SMITH RECORDER F11e2024-00008092 FOR RECORDER'S USE ONLY PLAT OF SURVEY PARCEL K IN PART OF PARCEL G, THAT PART OF LOT 1 OF TECHWORKS ADDITION, IN THE SW1 /4 OF SECTION 23-T89N-R13W WATERLOO, BLACK HAWK COUNTY, IOWA LEGAL DESCRIPTION PARCEL K IN PART OF PARCEL G THAT PART LOT 1 OF TECHWORKS ADDITION, IN THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA. AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHERLY CORNER OF PARCEL G RECORDED IN RECORDING INSTRUMENT #2020-00012244 ON FILE IN THE BLACK HAWK COUNTY RECORDER'S OFFICE. WATERLOO. IOWA; THENCE SOUTH 20'44'45' EAST (ASSUMED BEARING), 131.67 FEET ALONG NORTHERLY LINE OF SAID PARCEL G TO THE POINT OF BEGINNING; THENCE SOUTH 89'11'38" EAST, 150.10 FEET ALONG NORTHERLY UNE OF SAID PARCEL G; THENCE SOUTH 00'49'55" WEST, 93.53 rttl ALONG THE NORTHERLY UNE OF SAID PARCEL G; THENCE NORM 8911.38" WEST, 113.14 FEET ALONG A WESTERLY LAILNSION OF A NORTHERLY LINE OF SAID PARCEL G, THENCE NORTH 20'44'45' WEST. 100.56 FEET ALONG THE SOUTHEASTERLY EXTENSION OF A NORTHERLY LINE OF SAID PARCEL G TO THE POINT OF BEGINNING; CONTAINING 0.283 ACRE. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. REFERENCE IS HEREBY MADE TO A PLAT OF SURVEY MADE BY DAVID L SCHEIL RECORDED AUGUST 4, 2006, IN RECORDING INSTRUMENT #2007003018; TO A FINAL PLAT MADE 8Y DAVID L SCHEIL RECORDED JULY 1. 2008 IN RECORDING INSTRUMENT #2009000007; TO A PLAT AND SURVEY MADE 8Y DAVID SCHEIL RECORDED JANUARY 9, 2020, IN RECORDING INSTRUMENT #2020-00012244; ALL ON FILE IN THE BLACK HAWK COUNTY RECORDER'S OFFICE, WATERLOO, IOWA. SURVEYOR: FEHR GRAHAM 221 EAST MAIN ST.. SUITE 301 MANCHESTER. IA 52057 PROPRIETOR/OWNER: WATERLOO DEVELOPMENT CORPORATION TECH 1 COMMERCIAL CONDOMINIUM ASSOCIATION. INC. REQUESTED BY: CITY OF WATERLOO (NOEL ANDERSON) PROJECT LOCATION THIS PLAT OR SUBD VISION HAS BEEN REVIEWED BY (CITY 0 WATERLOOd IGNATURE OF ' OF WATERLOO) ZONING ORDINANCE ADMINISTRATOR DATE LOCATION MAP NOT 7O SCALE islih"-Ilif"..‘1,A0,4/// © W'' p. C. W 23 'f l' sr . ' , 4 , i - IN ifeW 7 - • , 7r° P 4 40 SA 1 . I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of lowo. t -.. 92- 2)-2o 1.3 Adam J. Recl/er. P.L.S. Dote License Number. 24627 My license renewal dote is December 31. 2023. Sheets covered by this seal: SHEETS 1 THROUGH 2 FEHR GRAHAM ENGINEERING 8 ENVIRONMENTAL 22023 FEHR GRAHAM ILLINOIS IOWA WISCONSIN G\Drawing\C3D\22\22-1363\22-1363—LegoLdwg FLD BK: FEHR GRAHAM 2023—RECKER N0.1 PG: 52-53 SURVEY WAS COMPLETED ON: DECEMBER 1, 2023 JOB NUMBER: ` 23-1481 SHEET NUMBER: 1 of 2 (l) Page 326 of 367 PREPARED BY/RETURN TO: FEHR GRAHAM, 221 EAST MAIN ST., SUITE 301 MANCHESTER, IA 52057 — PH: 563.927.2060 PLAT OF SURVEY PARCEL K (N PART OF PARCEL G, THAT PART OF LOT 1 OF TECKWORKS ADDITION, IN THE SW1 /4 OF SECTION 23-T89N-R1 3W WATERLOO, BLACK HAWK COUNTY, IOWA TRACT M��UP ENGING ROADWAY EASEMENT REC. CO OF COMM AGREEMENT 80' ?col® / / #20090 0204EM \ 25' ROADWAY EASEMENT POINT OF BEGINNING PARCEL K PARCEL LOT 1 FINAL OE RE JO sEuM MUNS?RUM 487 REp73,pp009 N S LOT 1 (R S 89'58'00" W 150.10') S 89"11'38" E 150.10' PARCEL K 0.283 ACRE N 89'11'38" W 113.14' RvEY PA OF PARCEL G ENT REC- I _000 2sTR 2g4 #2020 PIATPAR SETRL UMEp7f RE. 2003pj8 T FINALWORKS TEADDITIOUMENT REC2 p9000007 h h ri ri rn rn ✓ ▪ l' 0 CD b b � o z co ¢ (R S 89'58'00' W) S 89'11'38" E 146.79' 1,-)‹ LEGEND FOUND 1/2"0 REBAR W/RPC #16775 X FOUND CUT X SET 1/2"0 REBAR W/RPC #24627 ❑� SET CUT X SURVEY BOUNDARY 80' (R) RPC EXISTING EASEMENT EXISTING PROPERTY UNE RIGHT-OF-WAY WIDTH PREVIOUSLY RECORDED AS RED PLASTIC CAP 40' 20' 0 40' I H GRAPHIC SCALE IN FEET SCALE: 1 "=40' FEHR G .. ENGINEERING & ENVIRONMENTAL �2023 FEHR GRAHAM ILLINOIS IOWA WISCONSIN 1 JOB NUMBER: 23-1481 SHEET NUMBER: l 2 of 2 IPage 327 of 367 Legend 0 Subject Property - ParcelK Site Location Map Parcel K City of Waterloo Black Hawk County, Iowa 0 75 Feet 1 inch = 75 feet H Rreen Page 328 of 367 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with AECOM, Waterloo, Iowa, in the amount of $379,500.00, in conjunction with the South Waterloo Business Park final design, 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. WAT South Business Park Supplemental Scope Page 329 of 367 Page 330 of 367 AECOM Page 1 CITY OF WATERLOO, IOWA SOUTH BUSINESS PARK PLATTING AND FINAL DESIGN SERVICES SUPPLEMENTAL AGREEMENT NO. 1 WHEREAS, a Professional Services Agreement was entered into between the City of Waterloo ( Client), 715 Mulberry Street, Waterloo, Iowa, and AECOM Technical Services, Inc. (ATS), 501 Sycamore Street, Suite 222, Waterloo, Iowa, dated January 17, 2023, for preliminary engineering service for the South Business Park; and WHEREAS, the Client and ATS now desire to enter into Supplemental Agreement No. 1 for the South Business Park Platting and Final Design Services of roadway improvements along Ansborough Avenue. NOW THEREFORE, it is mutually agreed to amend the original Professional Service Agreement as follows: I. PROJECT DESCRIPTION This project consists of the development of approximately 210 acres located in the southeast quadrant of the Highway 20 interchange with Ansborough Avenue for the proposed South Business Park in Waterloo, Iowa. The project will include grading, drainage, utilities, roadway and other construction typical of a large -sale development. The development area includes approximately 182 acres zoned Business Park (B-P) and 25 acres zoned Agriculture District (A-1). The project includes recommended improvements to the Highway 20 westbound off -ramp and Ansborough Avenue as proposed in the Traffic Impact Study, as well as the regional detention basin improvements and a sanitary sewer extension from north of Highway 20 to the Business Park. II. SCOPE OF SERVICES The Scope of Services will encompass and include work, services, materials, personnel and supplies necessary to provide platting and final design of improvements for the South Business Park Phase 1. The Design Services will include topographic survey, concept design and grading plan development, preparation of preliminary and final plats, final paving plans, to include improvements to Ansborough Avenue and the Highway 20 westbound off -ramp extension, and off -site utility plans for sanitary sewer and utility coordination to prepare easements for a natural gas main extension. Services will also include assisting the City with a RISE grant application and coordination with stakeholders. Phase 1 Final Design Services The Scope of Services for the Phase 1 Final Design Services is further defined as follows: Geotechnical Engineering and Environmental Review (Tasks 1 — 5) Geotechnical Engineering (Tasks 1 — 2). The soil borings and geotechnical engineering activities will be completed by Terracon Consultants. The scope of geotechnical engineering activities is intended to provide the necessary design recommendations for the grading and paving of the project. The following tasks are included in this scope: Task 1 — Soil Borings. Soil borings will be obtained to determine the subsurface conditions in the development. The number and depth of borings, as well as the number and type of samples obtained, will be sufficient to complete the geotechnical engineering and recommendations for the project. It is anticipated that 10 soil borings will be obtained along the proposed roadway and sanitary sewer alignments at depths of 15 to 30 feet. Page 331 of 367 ,4ECOM Page 2 Task 2 — Geotechnical Engineering, Report, and Recommendations. The geotechnical engineering will include the necessary laboratory testing, classifications, and geotechnical engineering analysis required to develop the final geotechnical recommendations for the project, including subgrade treatment recommendations, estimated shrinkage, and pavement thickness. Boring Location plan and profiles will be developed. Environmental Review (Tasks 3 — 5). These tasks will include environmental investigations required to evaluate the presence of wetlands per US Army Corps of Engineers' requirements and to determine if mitigation is required. If required, stream mitigation credits will be calculated. Additionally, an assessment of potential habitat of federally and state protected species will be conducted. Stantec will perform these tasks. Task 3 — Wetland Boundary Delineation Task 4 — Habitat Assessment Task 5 — Stream Mitigation Determination Concept Design and Plat Development (Tasks 6 — 22). These tasks include the conceptual design development for the South Business Park and the preliminary plat for the City's property and final plat of Phase 1. These tasks will include developing an overall grading plan, horizontal roadway alignments and vertical profiles, conceptual utility layout, lot layout, typical cross -sections, developing a regional detention basin layout including water quality requirements, landscaping renderings, and developing conceptual roundabout layouts at both the Ansborough Avenue and Highway 20 eastbound ramps intersection and the Ansborough Avenue and Dakota Drive intersection for right-of-way determination. Concept Design for South Business Park (Tasks 6 — 15). Task 6 — Develop Conceptual Roadway Alignment of Dakota Drive from Ansborough Avenue to Kimball Avenue Task 7 — Develop Conceptual Future Road Network Alignments (2 Alternatives) Task 8 — Develop Conceptual Future Lot Layouts Task 9 — Develop Conceptual Overall Grading Plan Task 10 — Develop Regional Stormwater Management Plan for Area Bounded By Highway 20, West Shaulis Road, Ansborough Avenue, and Kimball Avenue and Update Modeling for Proposed Site Conditions Task 11 — Develop Conceptual Vertical Roadway Profiles Task 12 — Develop Conceptual Roundabout Layout at Highway 20 Eastbound Ramp Intersection with Ansborough Avenue (Determination of Right -of -Way Needs) Task 13 — Develop Conceptual Roundabout Layout at Dakota Drive with Ansborough Avenue (Determination of Right -of -Way Needs) Task 14 — Concept Landscaping Renderings (3 Concept Renderings and 1 Final Concept Rendering) Task 15 — Develop Connection to Off -Site Sanitary Sewer Collection System Preparation of Preliminary and Final Plats (Tasks 16 — 22). These tasks include the development of a preliminary and final plats for the South Business Park Phase 1. These tasks will include developing right-of-way and easement layouts, preliminary drainage review, preliminary water, sanitary and storm sewer alignments, utility easements, final roadway dimensions, and reserving right-of-way for a future roundabout at the intersection of Ansborough Avenue and the Highway 20 eastbound ramps. Task 16 — Preliminary Plat Task 17 — Right -of -Way and Easement Layouts Task 18 — Preliminary Drainage Review Task 19 — Preliminary Water and Storm and Sanitary Sewer Alignments Task 20 — Preliminary Utility Easements Task 21 — Final Roadway Dimensions Task 22 — Final Plat for Public Improvements Page 332 of 367 ,4ECOM Page 3 Offsite Improvements for South Business Park (Tasks 23 — 66). These tasks include supplemental topographic survey and base mapping and development of the preliminary and final grading, paving and utility plans and specifications for Ansborough Avenue widening, necessary for the South Business Park Phase 1 from the Highway 20 eastbound off -ramp to approximately 600 feet to the south of Dakota Drive, and the addition of 100 feet of left -turn lane on the Highway 20 westbound off -ramp. These tasks will include work necessary to complete the required grading for the additional water quality requirements for the detention basin, paving, and storm sewer plans and specifications for the off -site roadway improvements for the South Business Park Phase 1 development. Included in these tasks will be the typical cross -sections, tabulations and quantities, final roadway plan and profile sheets, intersection details, storm sewer design and tabulations, pavement marking and signing, sanitary sewer improvements north of Highway 20 to the South Business Park, development of landscaping features and Business Park monument signage, construction cost estimate and technical specifications. These tasks will include work necessary to complete the final design, project plans and specifications, and the printing of the documents for a City of Waterloo letting. Supplemental Topographic Survey and Base Mapping (Tasks 23 — 27). These tasks include field surveys which will be completed to supplement the design phase. These tasks will include topographic survey of off -site roadway improvements as well as the area of the regional detention basin and sanitary sewer extension. Task 23 — Project Control Task 24 — Topographic Survey of Highway 20 Westbound Off -ramp Task 25 — Topographic Survey of Regional Detention Basin Area Task 26 — Topographic Survey of Winn Street and Sanitary Sewer Extension Task 27 — Base Mapping Preliminary Grading, Paving Plans, and Utility Plans (Tasks 28 — 35). Task 28 — Develop Preliminary Cost Estimates Task 29 — Title and Legend Sheets (A Sheet) Task 30 — Typical Sections and Details (B Sheets) Task 31 — Plan and Profile Sheets (D Sheets) a. Ansborough Avenue Widening b. Highway 20 Westbound Off -Ramp Extension c. Winn Street Reconstruction (Required for Sanitary Sewer Extension) Task 32 — Drainage and Detention Analysis Task 33 — Storm Sewer and Detention Basin Outlet Details (M Sheets) Task 34 — Sanitary Sewer Design (Off -Site Improvements) (MSA Sheets) Task 35 — Detention Basin Grading Sheets (U Sheets) Final Grading, Paving Plans, and Utility Plans (Tasks 36 — 58). Task 36 — Title and Legend Sheets (A Sheet) Task 37 — Typical Sections and Details (B Sheets) Task 38 — Bid Items and General Notes (C Sheets) a. Bid Item and Quantity Listing b. Estimate Reference Information c. General Notes Task 39 — Tabulations and Quantities (C Sheets) Task 40 — Plan and Profile Sheets (D Sheets) a. Ansborough Avenue Widening b. Highway 20 Westbound Off -Ramp Extension c. Winn Street Reconstruction (Required for Sanitary Sewer Extension) Task 41 — Geometric Layout Sheets (G Sheets) Page 333 of 367 ,4ECOM Page 4 Task 42 — Required Landscaping Design (I Sheets) a. Standard Zoning Landscaping b. Monument Signage at Highway 20/Ansborough c. Monument Signage at Industrial Park Entrance Task 43 — Construction Staging and Traffic Control Sheets (J Sheets) Task 44 — Intersection Details (L Sheets) Task 45 — Storm Sewer and Detention Basin Outlet Details (M Sheets) Task 46 — Sanitary Sewer Design (Off -Site Improvements) (MSA Sheets) Task 47 — Signing and Pavement Markings (N Sheets) Task 48 — Street Lighting (P Sheets) Task 49 — Erosion Control Sheets (NPDES) (RC Sheets) Task 50 — Earthwork Tabulation (T Sheets) Task 51 — Detention Basin Grading (U Sheets) Task 52 — Cross Sections (W Sheets) Task 53 — Quality Control Review Task 54 — Final Revisions Task 55 — Construction Cost Estimate Task 56 — Specifications Task 57 — Printing and Submittals Task 58 — Field Review Project Administration and Meetings (Tasks 59 — 66). These tasks include project administration, assisting the City in development of a RISE Grant application, coordination with stakeholders, utility coordination, developing 2 permanent easements for gas main extension, Iowa DOT coordination, and approximately 14 meetings throughout the project development. These tasks also include pre -letting activities and general project administration. Task 59 — Project Meetings (8) Task 60 — RISE Grant Application Assistance Task 61 — Stakeholder Coordination (Including Potential Developers) (6) Task 62 — Utility Coordination & Gas Main Easements Plats (2) Task 63 — Iowa DOT Coordination Task 64 — Iowa DNR Permits (NPDES and Sanitary Sewer) Task 65 — Pre -Letting Activities Task 66 — Project Administration Construction -Related Services The scope of construction -related services will be determined at the time the services are needed and defined under a future amendment to this agreement. Construction -related services include construction staking, on -site field review, materials testing and contract administration during construction. Exclusions The following tasks are specifically excluded from this scope, but may be added by supplemental agreement if needed: • Roundabout Final Design at Ansborough Avenue and Highway 20 Eastbound Ramps and Ansborough Avenue and Dakota Drive • South Business Park Civil Site Design and Dakota Drive Extension to the East of Ansborough Avenue Preliminary and Final Design Page 334 of 367 ,4ECOM Page 5 III. COMPENSATION Compensation for the above services will be on an hourly basis in accordance with Part VI of the original agreement and shall be integrated with the fees in the original agreement. The estimated fee is Three Hundred Seventy -Nine Thousand Five Hundred Dollars ($379,500.00). IV. In all other respects, the obligations of the Client and the Consultant shall remain as specified in the Professional Services Agreement dated January 17, 2023. IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 1 as of the dates shown below: APPROVED FOR CITY OF WATERLOO APPROVED FOR AECOM TECHNICAL SERVICES, INC. By: By: Printed Name: Title: Date: ; V 4161 Quentin Hart Printed Name: Douglas W. Schindel, P.E Mayor Title: Vice President Date: June 27, 2024 L:\Secure_DCSWdministration\AGREE\SUPPLE\WAT South Business Park Supplemental Scope.docx Page 335 of 367 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving a Settlement Agreement with Kevin Kalsem, Trustee on behalf of the Roger T. Kalsem Trust, in the amount of $12,119.00, in conjunction with the FY 2023 Hammond Avenue Bridge Replacement, Contract No. 922, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION The City has paid $38,381.00 as a result of the previous condemnation award. This brings the total amount for condemnation to $50,500.00. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 336 of 367 ATTACHMENTS None Page 337 of 367 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 July 1, 2024 AGENDA ITEM TITLE Resolution approving Addendum to Agreement No.1038172 with UniFirst, of Chicago, Illinois, originally executed September 6, 2022, and set to expire on November 20, 2027, to add required PPE shirt item No. 03HKHT FR Cat 2 ATPV 8.3, ANSI Class 3 at $3.25 each per week per wearer, in conjunction with the UniFirst Uniform Agreement, Contract No. 2491, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Requesting approval of contract amendment. SUMMARY STATEMENT AND BACKGROUND INFORMATION Additional PPE and laundry services for new PPE added for Traffic Staff to existing contract with UniFirst. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Operating budget. ALTERNATIVE ACTION LEGAL DESCRIPTION Page 338 of 367 ATTACHMENTS 1 Unifirst Amendment to uniform contract 2. UniFirst Contract 3. Sourcewell/UNIFIRST - Customer Service Agreement - signed 9.6.2022 Page 339 of 367 City of Waterloo Addendum to Agreement #1038172 association WP! Agreement set to expire on 11/30/2027 Current shirt is $0.7638 each #03QRPB FR Cat 2 ATPV 8.5, with Enhanced Striping Add Item #03HKHT at $3.25 each per week based on inventory ordered per wearer, FR Cat 2 ATPV 8.3, ANSI Class 3 UniFirst Signature Customer Signature UniFirst Print name Customer Print name Date Date Page 340 of 367 PAGE 10F 2 UniFirst Sourcewell COMPANY NAM E(Cu stonter) City of Waterloo ADDRESS 625 Glerw+ood Seen* Waterloo Irma 50703 NEWACCOUNT© EXISTING ACCOUNT 0 INSTALLATION DATE CUSTOMER SERVICE AGREEMENT »Alta T,w LOC. NO. ROUTE NO. DATE 08/10/32 PHONE 318-391-0440 SIC/NAICS The wa5ersgxd (he "CUSTOMER') asses from Linn* C5rporaaon &Veer Unrest Hchera0s, Lie data Unrest ender Unmet Canada LTD. CUNIFIR$T') the rental senlcela) a1 he prices *el upen the eon:teens *eared. ;JaERCHAI1OISE SERV*CED- 2107—LS Standard Shirt 0202—SS Standard Slid 223C—S311"ro4 NM Shirt 010C—LS 3540 Ms SWel a30R—FR14 slut 1lKT—FR ID Jeans 1002 — Uniform Parrs 1091—Clean Jea s 76GA— 3a5 Great ir1{re$0 c05 [sat 76Gla —4e6 Great PrpoLonanns Mat 76GC—S.110 Great lapressora Mat LAt28-3 5SIMI, Met - .. . 16-4xS Logo Mai 3023— Shop tenses 7621—Feeder Covers 6215—Rai Toaoh 2233—Ral Tent Cabinet 5523-Taxes • • DAAGEO •SERVICE PE SON$/ TOTAL NO. PRICE ?.IPER REPLACEME • FI1EOUENC ISSUE PER ... OF - CHANGE/ NTCHARGE Y • . •PERSON :CI PIECES S/ :PIECE IS 16 74 $0 20 3032 STANQAR STANDAR TOTALFULL VAT OTAL SERVICE L€ASE2 6022 SO-25 51.20 31.92 5240 $1.35 5342 S0.05 $0.52 1 OTHER. CHARGES Garment preparation per piece Leine,* weekly dearge applies, equal 4o 75% M Ore log* %trendy mill woe. 50.75 Name emblem per piece 50.45 Company emblem & American Hag per piece 31.50 Direct Embroidery. Wearer name per piece Company name per piece PAYMENT TERMS: C.O.D. OTHER CHARGES _ AMOUNT Non -stock sizes per piece Special cuts per piece Restock/Exchange per piece Automatic Wiper Replacement 2%@$0.26 Automatic Towel Replacement 2%@32.14 DEFE (See description on reverse side) 33.50 EF.T. © Approved Charoe3 COMMENTS Sourcewell #2491. AM prep, emblem and special size charges waived at initial install. This master agreement includes Public Works and Waste Management. Aopreeddvrga CUSTOMEERege<s to mace pa:aunts Wait Maya dPre** N4®'pgA Mesa charge or The undesired km* to he allachedCustornerSeMeeAtenettimtleme ail MY2sb haePea borkdo 11508 per month (16%per ycar) Rrary senate* 1n arrears may be epGearL4 male for the MedcusiotER atin Vpvm LAB dartpran rs— tddrokg%sorbard brake— hat 08HOr22 tmatkes+ean��d t•agr,.ts 'teat ySept. 6, 2022 ACCEPTED: DATE SALES REP: David Setkett ACCEPTED5: SALES REP (Print Hare) LOCATION MANAGER (Saglatae) CUSTOMER (Sig at re) Quentin Hart DATE DATE CUSTOMER (Pint Name am roe) LOCAT)ON MANAGER (Pent FL —no ardTe4e) 1 Duka+zes of o5 ereare Standard Llertharease are deemed to be Non-St10Mord Lterdar oese.' 21.kschanSse %Nth h V0.U-Leased Is not dewed by U Pirsi 3 durga s'aen arevr5t 5porl con5n.irg sled3%1x3vxss and maybe fen* *4 et UnFirsrs rescrN."m ELLA% 4 All retaned checks aid dee4alad tretrs§kd3 girds subject ie 335 propos**J tee. 6 This A2r<Cma d ie edle0sn orayl{oon acceptant* by UnFrst Lrca0m Macaw. Page 341 of 367 PAGE 2 OF 2 CUSTOMER SERVICE AGREEMENT TERMS REQUIREMENTS SUPPLIED. Customer orders from UniFirst Corp_ (UniFast') the rental garments and/or other items of the type specified in thtsAgreement cleterchandise'} and related pkkuprdefivery and maintenance services (cor'Octivety with Merchandise, "Services') for all of Customer's requirements therefor, at the prices and upon the terms and conditions set forth herein. Additional Sernlces requested by Customer, verba ter or in writing, veil also be covered bythis Agreement. Al metal Mercaandise suppeedto Customer remains the properly of UniFiirst. Customer warrants that d is not subject to, and that Ih;aAgreement does not interfere or confect with, any existing agreement for the supply of the Merchandise or Services covered. PERFORMANCE GUARANTEE. UNIFtRST GUARANTEES TO DELIVER HIGH -DUALITY SERVICE AT ALL TIMES_ AN items of Merchandise leaned, finished, inspected, repaired, and delivered by Un€Festveil meter vexed Industry standards, orrton cortfonring items coal' be replaced by the next scheduled delivery day et no cost to Customer. items of rental' MerchandiserequiringreptacemeotduetonormalwearandtearwillbereplacedatnocosttoCustomer,saveforanyappFcabteperson ationandsetupcharges. Customer expressty waives the right to terminate thlsAgreementduring the initial term or any extension thereof for deficiencies kr the quality of Services unless: (1) complaints are rust made in writing to Unrest which set forth the precise nature of any deficiencies; (2) UntFirsl is afforded at least 60 days to correct any deficiencies complained of; and (3) Unrest fees to correct chase deficiencies complained of within 60 days. in the event Customer complies with the foregoing and Unrest foes to Correct such defkiencies, Customer may terminate this Agreement by written notice to UniFirst, providing that all previous balances due to Unrest have been paid in fine and that all other conditions to terminate have been satisfied. Any delay or knterneeien of the Services provided for in this Agreement by reason of acts of God, fres, explosions, strikes or other industrial disturbances, or any other cause not within the control of UniFest. shall not be deemed a breach or violation of this Agreement. TERM AND RENEWAL. This Agreement is effective When signed by both the Customer and U niFest Location Manager and cerrtinues in effectt for 60 months after instalation of Merchandise (for nevi customers) or any renewat data. This Agreement wren be renewed automalcaty and comtinuousty for multiple successive 60-month periods unless Customer or UnWFest gives mitten notice of non -renewal to the other at least 40 days prior to the next exierafandate. PRICES AND PAYMENTS. Prices are based on 52 weeks of service per year. Any increase(s) to Service Frequency could result km additional charges. On an annual basis, the prices then in effect will be increased by the greater of the annual percent increase in the Consumer Price Index -All Urban Consumers, Series ID; Ct3URO00RSAG, other goods and services, or by 5%. Additional price increases and other charges may be imposed by separate whiten nonce or by natation on Customers invoice. Customer may, however. decline such add tional €roueases or charges by notifyng Unrest in writing within 10 days alter receipt of such notice or notation. if Customer declines said addtional price Increases, UniFirst may laminate this Agreement Customer also agrees to pay the other charges and minimum weekly charge herein specified. Charges relaeng to a wearer leaving Customers employ can be tenwrated by (1) giving notice thereof to UrdFest and (2) returning or paying for any missing Merchandise issued to that individual. Any Merchandise payments required pursuant to this Agreement veil be at the replacement price(s) then in effect hereunder. If an authorized Customer representative Is not avalabie to receive and acknowledge deth ery of Merchandise, Customer authorizes Unrest to make deltvery and assumes responsiibeey for related charges/mvotces. If Customer fees to make timely payment, UnIFirst may, at any erne and in its sae discretion, terminate this Agreement by giving written notice to Customer, whether or not Unrest has previously strictly enforced Customer's obligation to make timely payments. Customer agrees to pay, and wet pay, ant applicable sales, use, personal property, and other taxes and assessments arising out of this Agreement DEFE CHARGE. Customers invoices may also incl de a DEFE charge to cover aft or portions of certain expenses including: D = DELIVERY, or expenses associated with the actual delivery of Services and Merchandise to Customers place of business, prima* Route Sates Representative commissions, management salaries, vehicle depreciation, equipment maintenance, insurance, road use charges and local access fees. E = ENVIRONMENTAL, or expenses (past present, and future) Unrest absorbs related to wastewater testing, puaietation, effluent control, solids disposal, stipples and equipment for pollution controls and energy conservation, and everae regulatory compliance. F » FUEL, or the gas, diesel fuel oh, and lubricant expenses essodated with keeping UniFtsst`s fleet vehicles on the road and servicing its customers. E = ENERGY, prinaniy the natural gas UOIFest uses to run borers and gas dryers, plus other local utility charges. MERCHANDISE. Customer ac nowtedges and agrees to notify al employees that Merchandise supplied is for general occupational use and, except as expressly specified below, affords no special user protections. Customer further acknowledges that (1) Customer has uneaterally and Independently determined and selected tha nature, style, performance characteristics, number of changes and scope of ail Mertandtso to be used and the apprnprateness of such Merchandise for Customer's speak needs or intended uses; (2) UniF€rst does not have any Wig at`ot to advise. and has not advised, Customer concerning the fitness or sutabit y of the Merchendlse for Customers intended use; (3) tidFxst makes no representation, warranty, or covenant regarding the performance of the Merchandise eincud€ng without fem6atton Flame Resistant and Visibility Merchandise); and (4) UniFest she in no way be responsEle or labia for any injury or harm suffered by any Customer employees whi".e wearing or using any Merchandise. Customer agrees to Indemnify and hold harmless UrdFkst and its employees and agents from and against alt deems, ineir€es, or damages to any person or property resutlklg from Customers or Customer's employee use of the Merchandise, whether or not such claims, iryu Ties or damages arise from any enraged defects in the Merchandise. Flame Resistant (`FR') Merchasthse supp'eed hereunder is intended only to prevent the fgnhan and burning of fabric away from the point of high heat impngemeet and to be se#•extingushing upon removal of the lentian source. FR items wet not provide significant protection from bums In the immediate area of high heat contact due to thermal transfer through the fabric andior destruction of the fabric in the area of such exposure. FR items are designed for continuous wear as only a secondary level of protection. Primary protection is still required ed for work activities where direct er significant exposure to heat or open Same Is likely tooccur. Vr5ibrI7y March anc se Is intended to provide improved canspku tyof the wearer under daytghtconditions and when Ere nlnated by a fight source of suffcient candlepowerat night. It is Customers responsblIty to determine the levet of conepicuity needed by wearers under fipedfit WOliC COACWORS. Further, Customer agrees that Vts ityMerchandisealone does not ensure oomsplcvty of the wearer and that additional safety precautions may be necessary. The Vistbf5y Merchandise suppled satisfied particular ANSUISEA standards only when they were new and unused and only iifso labeled. Customer adcrwwriedges that usage and laundering of Vslxirity Merchandise may adversely effect Pis conspiculfy. Ifea6hcarerPood-Related Customer acknowledges that: (1) UnrFist does not guarantee or warrant that the Merchandise selected by Customer or that processed garments deerrered by UniFirstveil be appropriate or sufficient to provide a hygierdc level adequate for individual Customer's needs; and (2) optional poly -bagging' is recommended to reduce the risk of cross-contamnation of Merchandise, and the failure to utilize such service may adversely affect the efficacy of UniFrst's hygienic dealing process. (' Poly -bag services Incur acid: Tonal charges) If any Merchandise supplied hereunder is Merchandise that (1) Unrest does not stock for whatever reason ('including due to style, color, sae or brand); (2) consists of none Unrest manufactured or customized FR Mertriandise; or (3) consists of Merchandise that has been permanently personarued (in alt cases known as "Nonstandard Merchandise'), then, upon the discontinuance of any Service hereunder at any time far any reason, lnct ding expiration, termination, or cancellation of this Agreement, with or without cause, deletion of any Non -Standard Merchandise front Customers Sevice Program, or due to employee reductions (in each case a 'Discentrnuance of Service), Customerwil purchase at the time or such Discontinuance of Service all effected Non -Standard Merchandise items then In UniFirams inventory On -service, shelf. as wee as any manufacturer's supplies ordered for Customers use), paying for same the replacement charges then in effect Customer agrees not to contaminate any Merchandise with asbestos, heavy metals, solvents, inks. or ether hazardous or toxic substances ('contaminants`). Customer agrees to pay Unieerst for all Merchandise That is lost, stolen, damaged or abused beyond repair. As a condition to the termination of this Agreement, for whatever reason. Customer will return to Unrirst aft standard Merchandise in good and usable condlian or pay for same at the replacement charges then beefed. OBLIGATIONS AND REMEDIES. If Customer breaches or terminates this Agreement before the expiration date for any reason (other than for UniF€rat's failure under the performance guarantee described above), Customer wd6 pay Ur1First, as liquidated damages and not as a penally (the parties acknowledging that actual damages would. be difficult to cakuiate with reasonable certainty) an amount equal to 50 percent of the average weekly amounts invoiced in the preceding 26 weeks. multiplied by the number of weeks remaining in the current term. These damages wet be in addetion to all other obfreatiens or amounts owed by Customer to UniFTrst, including the return of Standard Merchandise or payment of replacement charges, and the purchase of any Non -Standard Merchandise items as set forth herein. This Agreement shall be governed by Massachusetts law (exclusive of choice of law). l a dispute arises from or relates in any way to this Agreement or any alleged breach thereof at any time, the parties will fest attempt to resolve the delta or dispute by negotiation at agreed times) and looation(s). Al negotiations are confidential and w 116 he treated as settlement negotiations. Any matter not resolved through direct negotiations within 30 days shall be resolved exclusively by final and birxlkng arberai"ron, conducted in the capital city of the state where Customer has its prsndpal place of noisiness for some other location mutual), agreed), pursuant to the Expedled Rules of the Correaal Arbitration Rites of the American Arbitration Association, and governed by the FederalArbitsadonn Act, tote exclusion of state taw inconsistent therewith. The parties eel agree upon one (1) Arbtrator to settle the controversy or claim. The successful or substantially prevaie ng party in any proceeding, including any appeals thereof (as determined by the Arbitrator/court) shall recover ail of 115 costs and expenses ktduding. without Imitation, reasonable atlomey fees, witness fees, and discovery costs, an of vinkh shah be included in and as a part of the judgment or award rendered hereunder. This provision forArbitratiot is specifically enforceable by the parties; the Arbitrator shall have no power to vary Or more the provisions hereof; end, the decision of the Arbitrator in accordance herewith, may entered in any court having jurisdiction thereof. Customer acknowledges that meth respect to al such disputes, ft has voluntarily and knowingly waived any right it may have to aim trial or to participate in a doss action 05 Bass litigation as a representative of any other persons or as a member of any class of persons, or to consolidate its claims with those of any other persons or cars of persons. If this prohibition against class litigation is ruled to be unenforceable for any reason bn any proceeding, then the peehib Pion against class ttigation shall be void and of no force and effect In that proceeceng, MISCELLANEOUS. The pa dies agree that this Agreemerrt represents the entire agreement between them. In the event Customer issues a poi -chase order to UniFest at any time, none of the standard pre-printed terms and conditions therein shal have any application to this Agreement or any transactions occurring puesuam hereto or thereto. UnWlrst may, in is sole discretion. assign this Agreement Customer may not assign !his Agreement without the prior written consent of Unlftsst. Customeragrees that in the event i sells or transfers es business, l wet require the purchaser or transferee to assume al oblga1iorrs and respensb6iies under this Agreement, provided that such assumption shag not relieve Gestommer of is llabbldes hereunder and provided further [hat any failure by a purchaser or transferee to assume this Agreement shall constitute a breach and early lemudnation of this Agreement resulting in the obligation to pay all amounts on account thereof as lei forth am this Agreement Neither party wet be Fable for any inddenIat, Consequential, special, or punitive damages. In no event slue Unrest's aggregate Fablity to Customer for any and ae deems exceed the sum of all amounts actually paid by Customer to Un€Fast. In the event any poetion of this Agreement Is held by a court of competent jurisdiction or by a duly appointed arbi<raier to be ranenforceable, the balance wie rem0Yh in effect All written notices provided !o UntFest must be sect by certfed mat to the attention of the Location Manager. In Texas and certain other locations, Unrest's business is conducted by, and the term "UniFnsf' as used herein means, UnrFerst Holdings, I. d.b.a. UniPusl. Fom 1125A. Ps+. LPj21 Page 342 of 367 PAGE 1 OF UniFfrst Sourcewell NEW ACCOUNT El i.NTLTFON DATE EXISTING ACCOUNT LI / D D/ YYYY CUSTOMER SERVICE AGREEMENT COMPANY NAME (Customer) i rof Waterloo_ ADDRESS 62 5 Glenwood Street Waterloo Iowa 5,0703 LOC NO. ROUTE NO_ DATE 08/1 0/22 PHONE 31 -2 1 4 SIC/NAILS The undersigned (the "CUSTOMER") orders from UniFirst Corporation andlor tiniFirst Holdings, fric. d.b_a. UniFirst andlor Urlii°irst Canada LTD. (U JIFIR Ti ") the rental service(s) at the prices and upon the conditions outlined: ITEM DESCRIPTION N O102 - LS Standard Shirt 0202 - SS Standard Shirt 0 3 _.-. SS High Vis shirt. 01 - LS High Vis Shirt 03, - FR 1Q shirt 11 l T - FR let Jeans 1002 - Uniform Pants 10 1 - Classic Jeans 76GA - 3x5 Great Impressions Mat 6GB - 4x6 Great impressions Mat 76GC- 3 10 Great Impressions Mat UM28 -3x5 Safet Mat UL1 6 - 4x6 Logo Mat 8023 Shop towels 7521. - Fender Covers 6215 - Roli Towels 9993- l .oil Towel Cabinet 82 - Towels LOST/ DAMAGED REPLACEME NT CHARGE MEFtCHANEMFtViCED SERVICE FREQUENC Y 1 1 1 1 1 1 1 1 1 1 NO. OF PERSONS/ ISSUE PER PERSON • 1 1 1 TOTAL NO. OF CHANGES/ PIECES PRICE PER CHANG El PIECE STANDAR JY NON- STANDAR D1 $0.16 0.1 0. 8 $0.32 0. 7 0. 62 2,40 $9.35 $3.12 0.05 . 2 Minimum weekly charge applies, equal to 75% of the initlei weekly install value. TOTAL FULL SERVICE TOTAL VL-l- LES E2 OTHER CHARGES Garment preparation per piece Name emblem per piece Company emblem American flag per piece Direct Embroidery: Wearer name per piece Company name per piece AMOUNT PAYMENT TERMS: C.p.p. AMOUNT Non -stock sizes per piece Special cuts per piece Restock/Exchange per piece Automatic Wiper Replacement 2%$0.26 Automatic Towel Replacement I2%@$ .14 DEFE (See description on reverse side) $3.50 E.F.T. Approved Charge3 Sourcewell #2491. All prep, emblem and special size charges waived at initial install. This master agreement includes Pubic Works and Waste Management. Approved charge: CUSTOMER agrees to make payments within 30 days of invoice receipt. A late charge of 1 9/0 per month (16 % per year) for any amount in arrears may be appl i ed.4 SALES REP: David Beckett SALES REP (Print Name) ACCEPTED 08/1 0/22 DATE LOCATION MANAGER (Signature) DATE LOCATION MANAGER (Print Name and Title) 1 Out -sizes of otherwise Standard Merchandise are deemed to be Non -Standard Merchandise. 2 Merchandise which is Val-U 'Leased is not cleaned by UniFirst. Charge status contingent upon continuing credit worthiness and may be revoked at IJniFirst's discretion, The undersigned agrees to the shed Customer Service Agreement Tens and its to have the autocity to execute for the read CUSTOMER and to approve use of any A li lion - induding logos or brand identities- that has been requested, tIV� ftart ACC EPTED: CUSTOMER (Signature) Quentin Hart DIGITALLY SIGNET Sept. 6, 2022 DATE CUSTOMER (Pdnt Name and Title) EMAIL 4 Ail returned checks and declined credit/debit cards subject to processing fee. 6 This Agreement is effective only upon acceptance by UniFirst Location Manager, Page 343 of 367 PAGE 2 OF CUSTOMER SERVICE AGREEMENT TERMS REQUIREMENTS SUPPLIED. Customer orders from UniFirst Corp. ' ni rst" the rental garments and/or other items of the type specified in this Agreement ("Merchandise") and related pickup/delivery and maintenance services (collectively with Merchandise, 1 6 ervices") for all of Customers requirements therefor, at the prices and upon the terms and conditions set forth herein. Additional Services requested by Customer, verbally or in writing, will also be covered by this Agreement. All rental Merchandise supplied to Customer remains the property of UniFirst. customer warrants that it is not subject to, and that this Agreement does not interfere or conflict with, any existing agreement for the supply of the Merchandise or Services covered. PERFORMANCE GUARANTEE. UNIFIRST GUARANTEES TO ELEVE HIGH -QUALITY SERVICE E AT ALL TINES_ All items of Merchandise cleaned, finished, inspected, repaired, and delivered by UniFirst will meet or exceed industry standards, or non -conforming items will be replaced by the next scheduled delivery day at no cost to Customer. Items of rental Merchandise requiring replacement due to normal wear and tear will be replaced at no cost to Customer, save for any applicable personalization and setup charges. Customer expressly waives the right to terminate this Agreement during the initial term or any extension thereof for deficiencies in the quality of Services unless: (1) complaints are first made in writing to UniFirst which set forth the precise nature of any deficiencies; (2) UniFirst. is afforded at least 60 days to correct any deficiencies complained of; and (3) Ufails to correct those deficiencies complained of within 60 days. In the event Customer complies with the foregoing and UniFirst fails to correct such deficiencies, Customer may terminate this Agreement by written notice to UniFirst, providing that all previous balances due to UniFirst have been paid in full and that all other conditions to terminate have been satisfied. Any delay or interruption of the Services provided for in this Agreement by reason of acts of God, fires, explosions, strikes or other industrial disturbances, or any other cause not within the control of UniFirst, shall not be deemed a breach or violation of this Agreement. TERM AND RENEWAL. L. This Agreement is effective when signed by both the Customer and UniFirst Location Manager and continues in effect for 60 months after installation of Merchandise (for new customers) or any renewal date. This Agreement will be renewed automatically and continuously for multiple successive 0-month periods unless Customer or UniFirst gives written notice of non -renewal to the other at least 90 days prior to the next exp i rat io n d ate. PRICES AND PAYMENTS. Prices are based on 52 weeks of service per year. Any increase(s) to Service Frequency could result in additional charges. On an annual basis, the prices th e n in effect wi l l be increased by the greater of the annual percent increase in the Consumer Price Index -All Urban Consumers, Series ID: CUUROOOOSAG, other goods and services, or by 5%. Additional price increases and other charges may be imposed by separate written notice or by notation on Customer's invoice. Customer may, however, decline such adoltional increases or charges by notifying niFirst in writing within 10 days after receipt of such notice or notation. If Customer declines said additional price increases, UniFirst may terminate this Agreement. Customer also agrees to pay the other charges and minimum weekly charge herein specified. Charges relating to a wearer leaving Customer's employ can be terminated by (1) giving notice thereof to UniFirst and (2) returning or paying for any missing Merchandise issued to that individual. Any Merchandise payments required pursuant to this Agreement will be at the replacement price(s) then in effect hereunder. if an authorized Customer representative is not available to receive and acknowledge delivery of Merchandise, Customer authorizes UniFirst to make delivery and assumes responsibility for related chargeslinvoices. If Customer faits to make timely payment, UniFirst may, at any time and in its sole discretion, terminate this Agreement by giving written notice to Customer, whether or not UniFirst has previously strictly enforced Customer's obligation to make timely payments. Customer agrees to pay, and will pay, ail applicable sales, use, personal property, and other taxes and assessments arising out of this Agreement. DEFE CHARGE. Customer's invoices may also include a DEFE charge to cover all or portions of certain expenses including: E E Ll VE Y, or expenses associated with the actual delivery of Services and Merchandise to Customers place of business, primarily Route Sales Representative ive commissions, management salaries, vehicle depreciation, equipment maintenance, insurance, read use charges and local access fees. E = ENVIRONMENTAL, or expenses (past, present, and future) UniFirst absorbs related to wastewater testing, purification, effluent control, solids disposal, supplies and equipment for pollution controls and energy conservation, and overall regulatory compliance. F = FUEL, or the gas, diesel fuel, oil, and lubricant expenses associated with keeping Uri i E= i r'st's fie -et vehicles on the road and servicing its customers. E = ENERGY, primarily the natural gas UniFirst uses to run boilers and gas dryers, plus other local utility charges. MERCHANDISE. ustomer acknowledges and agrees to notify ail employees that Merchandise supplied is for general occupational use and, except as expressly specified below, affords no special user protections. Customer further acknowledges that: (1) Customer has unilaterally and independently determined and selected the nature, characteristics, style, performance t cs, number of changes and scope of all Merchandise to beused and the appropriateness ss of such Merchandise for Customer's specific needs or intended uses; (2) UniFirst does not have any obligation to advise, and has not advised, Customer concerning the fitness or suitability of the Merchandise for Customers intended use; (3) Umakes no representation, warranty, or covenant regarding the performance of the Merchandise (including without limitation Flame Resistant and Visibility Merchandise); and (4) UniFirst shall in no way be responsible or liable for any injury or harm suffered by any Customer employees while wearing or using any Merchandise. Customer agrees to indemnify and hold hannless UniFirst and its employees and agents from and against all claims, injuries, or damages to any person or property resulting from Customer's or Customer's employee use of the Merchandise, whether or not such claims, injuries or damages arise from any alleged defects in the Merchandise. Flame Resistant (FRu) Merchandise supplied hereunder is intended only to prevent the ignition and burring of fabric away from the point of high heat impingement and to be self -extinguishing upon removal of the ignition source. FR items will not provide significant protection from bums in the immediate area of high heat contact due to thermal transfer through the fabric and/or destruction of the fabric in the area of such exposure. FR items are designed for continuous wear as only a secondary level of protection_ Primary protection is still required for work activities where direct or significant exposure to heat or open flame is likely to occur. Visibility erc andise is intended to provide improved conspicuity of the wearer under daylight conditions and when illuminated by a light source of sufficient candlepower at night. it is Customers responsibility to determine the level of conspicuity needed by wearers under specific work conditions. Further, Customer agrees that Visibility Merchandise alone does not ensure conspicuity of the wearer and that additional safety precautions may be necessary. The visibility Merchandise supplied satisfied particular ANS!/I EA standards only when they were new and unused and only if so labeled. Customer acknowledges that usage and laundering of Visibility Merchandise may adversely affect its conspicuity, Healthcare/Food-Related Customer acknowledges that (1) does not guarantee or warrant that the Merchandise selected by Customer or that processed garments delivered by UniFirst will be appropriate or sufficientto provide a hygienic level adequate for individual Customers needs; and (2) optional poly -bagging* is recommended to reduce the risk of cross -contamination of Merchandise, nd the failure to utilize such service may adversely affect the efficacy of U n i Fi r is hygienic cleaning process. " Poly -bag services incur additional h If any Merchandise supplied hereunder is Merchandise that: (1) UniFirst does not stock for whatever reason (including due to style, color, size or brand); consists of non- UniFirst manufactured or customized FR Merchandise; or (3) consists of Merchandise that has been permanently personalized (in all cases known as "Non -Standard Merchandise"), then, upon the discontinuance of any Service hereunder at any time for any reason, including expiration, termination, or cancellation of this Agreement with or without cause, deletion of any Edon -standard Merchandise from Customer's Service Program, or due to employee reductions (in each case a "Discontinuance of Service"), Customer will purchase at the time of such Discontinuance of Service ail affected Non -Standard Merchandise items then in n i First's inventory (in-service, shelf, as well as any y manufacturer's supplies ordered for Customer's use), paying for same the replacement charges then in effect, Customer agrees not to contaminate any Merchandise with asbestos, heavy metals, solvents, inks, or other hazardous or toxic substances (contarninants"). Customer agrees to pay UniFirst for ail Merchandise that is lost, stolen, damaged or abused beyond repair. As a condition to the termination of this Agreement, for whatever reason, Customer will return to UniFirst all standard Merchandise in good and usable condition or pay for same at the replacement charges their in effect. OBLIGATIONS AND REMEDIES. if Customer breaches or terminates this Agreement t before the expiration date for any reason (other than for UniFirstis failure under the performance guarantee described above), Customer will pay UniFirst, as liquidated damages and not as a penalty (the parties acknowledging that actual damages would be difficult to calculate with reasonablecertainty) an amount equal to 50 percent of the average weekly amounts invoiced in the preceding 26 weeks, multiplied by the number of weeks remaining in the current term. These damages will be in addition to all other obligations or amounts owed by Customer to UniFirst, including the return of Standard Merchandise or payment of replacement charges. and the purchase of any Non -Standard Merchandise items as set forth herein. This Agreement t shall be governed by Massachusetts law (exc1usive of choice of law). If a dispute arises from or relates in any way to this Agreement or any alleged breach thereof at any time, the parties will first attempt to resolve the claim or dispute by negotiation at agreed time(s) and Iocati o n s . Ail negotiations are confidential and will be treated as settlement negotiations. Any matter not resolved through direct negotiations within 30 days shall be resolved exclusively by final and binding arbitration, conducted in the capital city of the state where Customer has its principal place of business (or some other location mutually agreed), pursuant to the Expedited rules of the Commemial Arbitration Rules of the American Arbitration Association, and governed by the Federal Arbitration Act, to the exclusion of state law inconsistent therewith. The parties wi l l agree upon one (1) Arbitrator to settle the controversy or claim. The successful or substantially prevailing party in any proceeding, including any appeals thereof (as determined by the Arbitrator/court) shall recover all of its costs and expenses including, without limitation, reasonable attorney fees, witness fees, and discovery costs, all of which shall be included in and as a part of the judgment or award rendered hereunder_ This provision for Arbitration is specifically enforceable by the parties; the Arbitrator shall have no power to vary or ignore the provisions hereof; and, the decision of the Arbitrator in accordance herewith, may be entered in any court having jurisdiction thereof. Customer acknowledges that, with respect to all such disputes, it has voluntarily and knowingly waived any right it may have to a jury trial or to participate in a class action or class litigation as a representative of any other persons or as a member of any class of persons, or to consolidate its claims with those of any other persons or class of persons. If this prohibition against class litigation is ruled to be unenforceable for any reason in any proceeding, then the prohibition against class litigation shall be void and of no force and effect in that proceeding. MISCELLANEOUS. The parties agree that this Agreement represents the entire agreement been them. In the event Customer issues a purchase order to UniFirst at any time, none of the standard pre-printed terms and conditions therein shall have any application to this Agreement or any transactions occurring pursuant hereto or thereto. UniFirst may, in its sole discretion* assign this Agreement_ Customer may not assign this Agreement without the prior wriften consent of UniFirst. Customer agrees that in the event it sells or transfers its business, it will require the purchaser or transferee to assume all obligations and responsibilities under this Agreement, provided that such assumption shall not relieve Customer of its liabilities hereunder and provided further that any failure by a purchaser or transferee to assume this Agreement shall constitute a breach and early termination of this Agreement resulting in the obligation to pay all amounts on account thereof as set forth in this Agreement. Neither party will be liable for any incidental, consequential, special, or punitive damages. In no event shall ni F i rst's aggregate liability to Customer for any and all claims exceed the sum of all amounts actually paid by Customer to UniFirst. In the event any portion of this Agreement is held by a court of competent jurisdiction or by a duly appointed arbitrator to be unenforceable, the balance will remain in effect. All written notices provided to UniFirst must be seat by certified mall to the attention of the Location Manager. In Texas and certain other locations, UniFirst's business is conducted by, and the term "Unil=irstnI as used herein means, UniFirst Holdings, l nc. d.b.a. UniFirst Form #UU53R - Rev. O812i Page 344 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of $17,500.00, in conjunction with the FY 2024 IDOT Vertical Infrastructure Grant, 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. ALO 2024 IDOT CSVI_AECOM Agreement Page 345 of 367 Page 346 of 367 FY 2024 VERTICAL INFRASTRUCTURE PROJECTS IDOT PROJECT NO. 91240ALO200 IDOT CONTRACT NO. CNTRT-00005819 WATERLOO REGIONAL AIRPORT WATERLOO, IOWA Project Description - See Attached Exhibit A. Scope of Services - See Attached Exhibit A. Compensation A. Compensation for services for this project shall be on a cost-plus fixed fee basis with a not -to -exceed fee of Seventeen Thousand Five Hundred Dollars ($17,500.00) without authorization of the Client. See attached Exhibit B, Consultant Cost Summary. General Conditions Except as specifically amended by this Individual Project Agreement, Services shall be provided in accordance with the Consultant Services Agreement for the Waterloo Regional Airport, entered between AECOM Technical Services, Inc. ("ATS") and the City of Waterloo ("Client") dated February 4, 2020. APPROVED: APPROVED: CITY OF WATERLOO, IOWA AECOM TECHNICAL SERVICES, INC. By By Quentin M. Hart, Mayor Douglas W. Schindel, P.E. Vice President Date Date June 13, 2024 Page 347 of 367 EXHIBIT A SCOPE OF SERVICES FY 2024 VERTICAL INFRASTRUCTURE PROJECTS IDOT PROJECT NO. 91240ALO200 IDOT CONTRACT NO. CNTRT-00005819 WATERLOO REGIONAL AIRPORT WATERLOO, IOWA I. Project Description The project is described as the projects associated with the Iowa Department of Transportation FY 2024 Vertical Infrastructure Projects. Projects identified in the grant include the following: Project will include the replacement of the magnetic door hardware in the airport terminal building with hardware that will meet the TSA CAT -III requirements, replacement of door hardware for the secure holding area, installation of additional closed circuit television cameras and installation of a controlled access pedestrian door to the baggage unloading area from the interior of the terminal building. Estimated total project costs and associated funding for these improvements is approximately $125,000. II. Scope of Services The work to be performed by the Consultant includes the following tasks: 1. Data Collection and Review - This task consists of the collection of existing data applicable to this project and related to the proposed work site. The record drawings of completed projects will be compiled as background information for the project. Consultant will complete visual survey, investigation, and photographic documentation of their existing conditions. 2. Final Design - This task consists of the preparation of the final bid and quote documents for this project, including specifications, drawings (as required) and cost estimates. The final plans and/or specifications will set forth the requirements of the design phase. 3. Final Project Specifications - This task consists of the preparation of specifications for the project. The specifications will be in compliance with current City of Waterloo and Iowa Department of Transportation requirements in effect at the time the specifications are prepared. 4. Estimate of Probable Construction Cost - This task consists of the preparation of an estimate of construction costs based upon the plans and specifications. This statement of probable construction cost prepared by the Consultant represents the Consultant's best judgment as a design professional at the time the estimate is drawn. It is recognized, however, that neither the Consultant nor the Client has any control over the cost of labor, materials, or equipment; over the contractor's method of determining bid prices; or over competitive bidding or market conditions. Accordingly, the Consultant cannot and does not guarantee that bids will not vary from any Statement of Probable Construction Cost or other cost estimates prepared by the Consultant. 5. Quality Review - This task consists of the quality review of work elements on the project. During this project, quality reviews will be conducted by senior technical personnel not directly involved in the project. Page 348 of 367 6. Bid Assistance - This task consists of assisting the Client in advertising for and receiving bids or quotes, analyzing the bids or quotes received and preparing a recommendation to the Client for award of contract. Project will be bid as three separate bid packages. 7. Bid Document Interpretation - This task consists of answering bid document interpretation questions from bidders, preparing, and issuing any required addenda. 8. Resident Review - This task consists of limited on -site construction review at key critical construction operations to observe construction operations to determine compliance with contract documents. Site reviews will be documented in a construction journal. Coordination with airport tenants related to this project will be the responsibility of the Client. 9. Project Administration - This task consists of office administration and coordination of the project. Interoffice meetings, general day-to-day administrative responsibilities, and typing of interoffice memoranda and minutes of meetings are included in this task. L:\Secure DCS\Administration\AGREE\PROF\ALO 2024 IDOT CSVI.doc Page 349 of 367 Exhibit B 2024 Commerical Service Vertical Infrastructure Waterloo Regional Airport Waterloo, Iowa IDOT Project No. 91200ALO240 / Contract No. CNTRT-00005819 Engineering Services Consultant Cost Summary Direct Labor Cost Category Hours Rate/Hour Amount Senior Professional 8 $103.65 $829.20 Project Professional 26 $80.55 $2,094.30 Staff Professional 48 $58.20 $2,793.60 Professional 0 $36.60 $0.00 CADD Operator II 8 $39.35 $314.80 CADD Operator I 0 $20.25 $0.00 Senior Technician 0 $45.15 $0.00 Technician 0 $33.30 $0.00 Project Support 12 $36.62 $439.44 $6,471.34 102 Payroll Burden and Overhead Costs 125.50% $8,121.53 III. Direct Project Expenses Category Units Rate/Unit Amount Mileage 500 0.670 335.00 Per Diem 0 60.00 0.00 Lodging 0 110.00 0.00 B/W Copies 1,000 0.06 60.00 Color Copies 50 0.22 11.00 Plan Copier 200 0.50 100.00 EDM Equipment 0 15.00 0.00 GPS Equipment 0 15.00 0.00 Miscellaneous, Other 200.00 IV. AECOM Estimated Actual Costs V. Subcontract Expense VI. Estimated Actual Costs VII. Fixed Fee (15% of Items I & II) Rounded VIII. Maximum Amount Payable Rounded $706.00 $15,298.87 $15, 300.00 $0.00 $15,300.00 $2,200.00 $17,500.00 Page 350 of 367 Exhibit B 2024 Commerical Service Vertical Infrastructure Waterloo Regional Airport Waterloo, Iowa IDOT Project No. 91200AL0240 / Contract No. CNTRT-00005819 Engineering Services Staff Hour Estimate Item No. Description Senior Prof Project Prof Staff Prof Prof CADD Operator II CADD Operator I Senior Technician Technician Project Support Totals 1 Data Collection & Review 2 2 4 2 Project Plans 8 16 8 32 3 Project Specifications 4 4 8 16 4 Estimate of Construction Cost 4 4 5 Quality Review 4 4 6 Bid Assistance 4 2 6 7 Bid Document Interpretation 4 4 8 Resident Review 24 24 9 Construction Administration 2 4 2 8 Total Design Services 8 26 48 0 8 0 0 0 12 102 Page 351 of 367 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Bill Beck, Fire Chief July 1, 2024 Fire Rescue Department AGENDA ITEM TITLE Resolution to approve the 28E agreements with Elk Run Heights and Cedar Township to provide Fire and EMS protection and authorizing the Mayor and City Clerk to execute said 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 1. Cedar Twnshp 28E 2025 2. Elk Run 28E 2025 Page 352 of 367 Page 353 of 367 28E AGREEMENT FIRE PROTECTION CONTRACT Fiscal Year 2025 (July 1, 2024 to June 30, 2025) The parties to this Agreement are the City of Waterloo, Iowa, (hereinafter referred to as "Waterloo") and Cedar Township. WHEREAS, Waterloo and Cedar Township are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, Cedar Township has petitioned Waterloo, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire and ambulance purposes (hazardous materials response by the Northeast Iowa Response Group) to include: the territory outside the Waterloo City limits consisting of Balsam Street, Juniper Drive, Oakridge Road and Rose Lane. THEREFORE, for and in the consideration of the mutual covenants and agreements herein contained, the parties agree as follows: or 1. The cost for fire protection to Cedar Township shall be $2,424.52 per year. 2. Ambulance charges will be billed to the party receiving the service based on the current City Ordinance. 3. Northeast Iowa Response Group shall be entitled to reimbursement of all costs for responding to hazardous material incidents under the County Ordinance. 4. The Waterloo Fire Officer in charge of equipment shall call or cause to be called additional engine companies if it is believed that additional assistance is needed. 5. Waterloo reserves the right to refuse to answer any call at any time for the following reasons: a. That the necessary fire apparatus or medical units are not available b. That the Waterloo Fire Department is unable to reach the property on fire due to accident or road conditions. 6. Waterloo does not guarantee the successful operation of its equipment or persons at any fire outside the city of Waterloo. Waterloo shall not be liable for any damages that may be caused in refusing to answer any such call or for any damages that may be caused in the operation of equipment or by the personnel accompanying the equipment. 7. When the officers or equipment of Waterloo are engaged in rendering assistance pursuant to this Agreement, they shall be considered to be within their jurisdiction, and Waterloo shall have the same governmental immunity when responding to such calls as when operating within the City of Waterloo. Waterloo fire fighters operating equipment or responding to calls outside the corporate limits of Waterloo shall be entitled to the benefits of Iowa Code, Chapter 410 and 411 (1987), when otherwise qualified. 8. At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment andofficers. 9. This Agreement is entered into by the parties pursuant to the provisions of Iowa Code Chapter 28E (1987), and as such: Page 354 of 367 a. This Agreement is for a period of one (1) year, from July 1, 2024, through June 30, 2025; and b. The parties may revoke this Agreement at any time by giving sixty (60) days' written notice; and c. Does not envision a separate organization or other composition of legal entity of any type and operates under the authority of the laws of the State of Iowa; and d. Is for the purpose of providing fire protection. Dated this day of , 2024. CITY OF WATERLOO, IOWA CEDAR TOWNSHIP B F By: Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk STATE OF IOWA ) BLACK HAWK COUNTY ) 55. =7) r Township Clerk On this day of , 2024, before me, the undersigned a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Felchle, to me personally known, and who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation by authority of is City Council, and that Quentin Hart and Kelley Felchle acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and deed of the corporation, by it voluntarily executed. Notary Public in and for the State of Iowa Page 355 of 367 RESOLUTION 4164 A RESOLUTION AUTHORIZING THE MAYOR TO ENTER INTO A 28E AGREEMENT FOR FIRE PROTECTION CONTRACT WITH THE CITY OF WATERLOO WHEREAS, the City of Waterloo and the City of Elk Run Heights are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, Elk Run Heights has petitioned Waterloo Fire Rescue, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire and ambulance purposes, NOWTHERE BE IT RESOLVED, by the City Council of the City of Elk Run Heights, Iowa, that the Mayor and City Clerk are hereby authorized to enter into a 28E Agreement for a Fire Protection Contract with the City of Waterloo for fiscal year 2024/2025 for approximately $38.62 per year, per capita, based on a population of one thousand sixty-four (1,064) residents, for a total of $41,091.68 minus $0.50 per capita for costs assessed by the County for membership in the Northeast Iowa Response Group. $39,900.00 minus $532.00 totals, thirty-nine thousand, three -hundred sixty-eight dollars and zero cents ($40,559.68). This amount is to be paid on a quarterly basis by Elk Run Heights. PASSED AND ADOPTED ON THIS 12Tu DAY OF MARCH 2024 ATTEST: Lida Smock, Mayor lie Eastman, City CIerk Page 356 of 367 28E AGREEMENT FIRE PROTECTION CONTRACT FISCAL YEAR 2025 (July 1, 2024 to June 30, 2025) The parties to this Agreement are the City of Waterloo. Iowa. (hereinafter referred to as "Waterloo') and the city of EIk Run Heights (hereinafter referred to as "Elk Run'). WHEREAS, Waterloo and Elk Run are public agencies pursuant to Iowa Code 28E.2 (1987), and WHEREAS, Elk Run has petitioned Waterloo, in accordance with Iowa Code 364.16 (1987), to extend the jurisdiction of Waterloo for fire and ambulance purposes (hazardous materials response by the Northeast Iowa Response Group) to include: City of Elk Run Heights, Iowa THEREFORE, for and in the consideration of the mutual covenants and agreements herein contained, the parties agree as follows: or 1. The cost for fire protection to Elk Run shall be approximately $38.62 per year, per capita, based on a population of one thousand sixty-four (1,064) residents. for a total of $41091.68 minus $0.50 per capita for costs assessed by the County for membership in the Northeast Iowa Response Group. $39,900.00 minus $532.00 totals. fourty thousand. five -hundred fifty-nine dollars and sixty-eight cents ($40,559.68). This amount is to be paid on a quarterly basis by Elk Run Heights. 2. Ambulance charges will be billed to the party receiving the service based on the current City Ordinance. 3. Northeast Iowa Response Group shall be entitled to reimbursement of all costs for responding to hazardous material incidents under the City of Elk Run Heights Redovery Ordinance. 4. The Waterloo fire officer in charge of equipment shall call or cause to be called additional engine companies if it is believed that additional assistance is needed. 5. Waterloo reserves the right to refuse to answer any call at any time for the following reasons: a. That the necessary fire apparatus or medical units are not available b. That the Waterloo Fire Department is unable to reach the property on fire due to accident or road conditions. 6. Waterloo does not guarantee the successful operation of its equipment or persons at any fire outside the city of Waterloo. Waterloo shall not be liable for any damages that may be caused in refusing to answer any such call or for any damages that may be caused in the operation of equipment or by the personnel accompanying the equipment. 7. When the officers or equipment of Waterloo are engaged in rendering assistance pursuant to this Agreement they shall be considered to be within their jurisdiction, and Waterloo shall have the same governmental immunity when responding to such calls as when operating within the City of Waterloo. Waterloo fire fighters operating equipment or responding to calls outside the corporate limits of Waterloo shall be entitled to the benefits of Iowa Code, Chapter 4I0 and 411 (1987), when otherwise qualified. 8. At all times in answering such calls, or in the operation of the equipment, or the direction of the members of the crew, or at any fire outside the city limits of Page 357 of 367 Waterloo, the officer of the Waterloo Fire Department in charge of the equipment and work shall have full control of such equipment and officers. 9. This Agreement is entered into by the parties pursuant to the provisions of Iowa Code Chapter 28E (1987), and as such: a. This Agreement is for a period of one (1) year, from July 1, 2024, through June 30, 2025; and b. The parties may revoke this Agreement at any time by giving sixty (60) days' written notice; and c. Does not envision a separate organization or other composition of legal entity of any type and operates under the authority of the laws of the State of Iowa; and d. Is for the purpose of providing fire protection. Dated this day of , 2024. CITY OF WATERLOO, IOWA By: Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk STATE OF IOWA B5. BLACK HAWK COUNTY CITY OF ELK UN HEI H IOWA� By: Lisa Smock, ayor Julie Eastman City Clerk On this day of , 2024 before me, the undersigned a Notary Public in and for the State of Iowa, personally appeared Quentin Hart and Kelley Felchle to me personally known, and who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation by authority of is City Council, and that Quentin Hart and Kelley Felchle acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and deed of the corporation, by it voluntarily executed. Notary Public in and for the State of Iowa Page 358 of 367 CITY OF ATERLOO J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Director Finance Department MEETING DATE July 1, 2024 AGENDA ITEM TITLE An ordinance amending Title 8, Public Utilities, Chapter 3, Sewer Regulations, Article A, User Charges and Fees of Section 2, Determination of Rates and Charges, to Increase Sewer Rates. RECOMMENDED COUNCIL ACTION I recommend that the Council adopt an ordinance change to City Ordinances, Chapter 3, Sewer Regulations, Section 8-3A-2 to apply the following, effective with billing dates beginning August 1, 2024: A2. Users who have their own private wells shall pay a minimum sixty three dollars twenty seven cents ($63.27) per quarter, unless required to properly meter wastewater flows by the Superintendent. A6. The following sewer rental charge: Minimum monthly charger $21.09 (includes first 3 CCF) Minimum quarterly charge2 $63.27 (includes first 9 CCF) Per CCF over minimum $3.38 monthly charge3 Notes: 1. Includes first 3 Ccf. 2. Includes first 9 Ccf. 3. Ccf = 100 cubic feet of metered water used or metered wastewater discharge if provided in the permit. A7. Sewer users with flow exceeding eight hundred million (800,000,000) gallons per year are eligible for the following rates: Minimum monthly charge$21.09 (includes first Ccf) Per Ccf over minimum $2.70 monthly charge SUMMARY STATEMENT AND BACKGROUND INFORMATION The average residential user cost will rise to $1.81 per month, while the minimum quarterly charge will rise to $3.01. These rates will be the 10th lowest of the largest ten communities ranked by population after applying these increases (and assuming other entities haven't adopted rate increases recently). Page 359 of 367 As we have discussed in the past, the City needs to continue making substantial capital improvements to the sewer system. In order to maintain a balanced budget for the sewer fund, rate increases are required. The City developed a collection system master plan to implement improvements required by the consent decree. In addition to those improvements, a large project is underway to make improvements to the plant biosolids treatment system. This increase should fund the debt service needed for projects currently planned to be financed over the next fiscal year. We are anticipating annual increases for the next several years to implement the necessary improvements. NEIGHBORHOOD IMPACT The rate increases will allow the city to comply with Clean Water regulations and maintain a balanced sewer budget. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION If rates aren't increased and the improvements required by the US Environmental Protection Agency and the Iowa Department of Natural Resources are not made, the City won't be able to comply with the regulatory requirements and will likely be penalized with fines. LEGAL DESCRIPTION ATTACHMENTS 1. Sewer Ordinance Rate Update - Redlined - FY25 Page 360 of 367 ARTICLE A. USER CHARGES AND FEES SECTION: 8-3A-1: Wastewater Volume 8-3A-2: Determination Of Rates And Charges 8-3A-3: Charges And Fees 8-3A-4: Connection Charges 8-3A-4-1: Building Sewer Connection Charges; Determination 8-3A-4-2: Cross And Lateral Sewer Connection Charges 8-3A-4-3: Use Of Sewer Connection Charges 8-3A-4-4: Permitted Connections 8-3A-4-5: Violations And Penalties 8-3A-1: WASTEWATER VOLUME: A. For purposes of establishing user charges, the quantity of wastewater discharged to the POTW by a user shall be determined by and held to be the quantity of water used based on water meter readings of the waterworks or private water supply unless otherwise approved by the Superintendent. If a user shall use water which comes from a private water supply, the user shall meter the water at his own expense when required by the Superintendent and shall pay the appropriate user charges. B. All charges and fees not otherwise provided for in this article shall be set by resolution. (Ord. 4261, 10-6-1997) 8-3A-2: DETERMINATION OF RATES AND CHARGES: A. Each connection to the POTW shall pay user charges in accordance with the following schedule: 1. The maximum quarterly rate shall be based on one hundred percent (100%) of water consumption during the winter quarter as recorded by the Waterloo Waterworks. For those users of water being billed on a monthly basis by the Waterloo Waterworks, the maximum monthly rate shall be based on one hundred percent (100%) of the monthly water consumption. Industrial users will be billed on actual water consumption unless otherwise approved by the Superintendent. Any special or private contracts shall be metered at the user's expense. Page 361 of 367 2. Users who have their own private wells shall pay a minimum sixty three dollars twenty seven cents ($63.27) of fifty three dollars eighty three cents ($53.83) per quarter, unless required to properly meter wastewater flows by the Superintendent. 3. Users who are located outside of the limits of the City shall pay double the rates specified herein, unless an agreement has been reached and signed between the City of Waterloo and the contributing municipality or entity. 4. If the rates as specified in this section are not paid when due as required by this section, there shall be added to the rates a penalty of five percent (5%). The Clerk shall certify to the County Treasurer all sewer rates, charges or rentals and penalties delinquent. 5. A surcharge for wastewaters in excess of domestic strength and containing no such chemical or other substances as would interfere with the proper operation of the purifying plant, shall be computed according to the following formula: BOD - $0.10/pound TSS - 0.10/pound TKN - 0.10/pound 6. The following sewer rental charge shall become effective beginning JAugust 1, 20232024: Minimum monthly chargel $21.0920.09 Minimum quarterly charge2 $60.2663.27 Per CCf over minimum monthly charge3 $ 3.2238 Notes: 1. Includes first 3 Ccf. 2. Includes first 9 Ccf. 3. Ccf = 100 cubic feet of metered water used or metered wastewater discharge if provided in permit. 7. Effective July 1, 2015August 1, 2024, sewer users with flow exceeding eight hundred million (800,000,000) gallons per year are eligible for the following rates: Page 362 of 367 Minimum monthly charge $14.2521.09 (includes first Ccf) Per Ccf over minimum monthly charge $ 2.70 (Ccf = 100 cubic feet of metered water used or metered wastewater discharge if provided in permit) Rates will be increased by the same applicable amount that rates under subsection A6 of this section are increased. (Ord. 4261, 10-6-1997; amd. Ord. 4482, 5-29- 2001; Ord. 4699, 6-14-2004; Ord. 5091, 1-30-2012; Ord. 5287, 6-8-2015; Ord. 5472, 11-13- 2018; Ord. 5558, 6-1-2020; Ord. 5603, 6-7-2021; Ord. 5645, 5-16-2022; Ord. 5702, 5-15- 2023) 8-3A-3: CHARGES AND FEES: A. Charges And Fees: The city may adopt charges and fees, which may include: 1. Fees for reimbursement of costs of setting up and operating the city's pretreatment program. 2. Fees for monitoring, testing, inspections and surveillance procedures. 3. Fees for reviewing accidental discharge procedures and construction. 4. Fees for permit applications. 5. Fees for filing appeals. 6. Fees to specific contributing industrial users for consistent removal, by the city, of pollutants otherwise subject to federal categorical pretreatment standard. 7. Other fees as the city may deem necessary to carry out the requirements contained herein. These fees relate solely to the matters identified above and are separate from all other fees chargeable by the city. B. City's Scheduling Of Charges And Fees: 1. A surveillance monitoring fee of three hundred fifty dollars ($350.00) per installation of equipment shall be assessed against each user for which the city, rather than the user, installs surveillance monitoring equipment for the purpose of conducting wastewater sampling. 2. A sampling fee of one hundred thirty dollars ($130.00) per site visit for the purpose of wastewater sample collection shall be assessed against each user. 3. Fees for investigating accidental discharges shall be based on the time expended at twenty three dollars ($23.00) per hour. Page 363 of 367 4. Laboratory testing fees shall be based on actual expenses incurred for each parameter tested as specified in a fee schedule which the city shall approve and issue from time to time. 5. A wastewater discharge permit application fee shall be assessed each request for a wastewater discharge permit in the amount of twenty five dollars ($25.00). Wastewater discharge permit and/or permit renewal shall be assessed in the amount of two hundred dollars ($200.00). An additional fee shall be assessed in the amount of one hundred dollars ($100.00) for past due applications. 6. An appeal filing fee shall be assessed in the amount of one hundred dollars ($100.00). (Ord. 4261, 10-6-1997) 8-3A-4: CONNECTION CHARGES: 8-3A-4-1: BUILDING SEWER CONNECTION CHARGES; DETERMINATION: The charge for making connection to an existing public sewer in the near vicinity of a property for which it is desired that service be provided shall be determined as follows: A. Where the property to be served has been specifically assessed for the sewer facilities prior to the time of the application for connection, there shall be no additional connection charge, unless at the time of assessment a deficiency was allowed. Then, the sewer connection charge shall be equal to the deficiency previously allowed. B. Where the property to be served has not been assessed or is not subject to an assessment of a special tax for the construction of the sewer facilities to which connection is sought and said sewer was built through assessments, the connection charge shall be equal to the average front footage charge assessed to all property on the sewer involved applied to the front footage of the property to be served. Where the property has frontage on two (2) intersecting streets, the footage to which the charge shall be applied shall be the one considered the front in all usual proceedings for assessments. Where unusual parcel shape would make the charge inequitable to the owner or to the city, the frontage shall be taken as the lot width at the face of the building. C. Where the property to be served has not been subject to assessment for the cost of the public sewer, constructed before January 1, 1978, and the cost thereof was paid by general taxation, the sewer connection charge shall be calculated on the basis of five dollars fifty cents ($5.50) per front foot of actual lot frontage, as hereinabove defined, plus fifty dollars ($50.00) hookon. D. Where the property to be served has not been subject to assessment for the cost of the public sewer constructed after January 1, 1978, and before January 1, 1982, and the cost thereof was paid by general taxation, the sewer connection charge shall be calculated on the basis of fifteen dollars ($15.00) per front foot of actual lot frontage as hereinbefore defined or the actual front footage construction cost (including engineering, real and Page 364 of 367 administrative charges) whichever charge is lesser, plus a hookon charge in the amount of two hundred dollars ($200.00) per acre prorated to lesser portions of an acre with a minimum hookon charge of fifty dollars ($50.00) per hookon. E. Where the property to be served has not been subject to assessment for the cost of the public sewer constructed after January 1, 1982, and the cost thereof was paid by general taxation, the sewer connection charge shall be calculated on the basis of the actual front footage construction cost (including engineering, real and administrative charges), plus a hookon charge in the amount of two hundred dollars ($200.00) per acre prorated to lesser portions of an acre with a minimum hookon charge of fifty dollars ($50.00) per hookon. (Ord. 4261, 10-6-1997) F. The subject matter of this section is legally described as follows: Property lying within the North One-half (1/2) of the Northwest Quarter (1/4) of Section 14, Township 88, Range 13 West, City of Waterloo, Black Hawk County, Iowa, except right- of-way of E. Shaulis Road and Hammond Avenue (hereinafter "described property"). All "described property" not currently assessed for the cost of the public sewer which proposes to be served by the public sewer or any extension of the public sewer shall be assessed a hookon charge at the rate of one thousand one hundred twenty four dollars sixty seven cents ($1,124.67) per acre. This hookon charge shall be paid in full by the developer in lump sum within thirty (30) days of the city council's acceptance of a subdivision final plat that is within the "described property". The areas to be used for calculating the hookon fee shall include the entire area of the subdivision, including street rights of way, and any included or adjoining areas not used for residential or commercial development, including, without limitation, ponds, lakes, and parks. Any area not included in a subdivision final plat but that is a part of the "described property" and which proposes to hook on to the public sewer or any extension of it shall, at the time the property owner or user applies to hook on to the public sewer or any extension of it, pay in full any lump sum it owes to hook on to the public sewer or any extension of it. Hookon charges for unplatted areas shall be determined by the size of the entire parcel being served. G. The provisions of the hookon charge provided for in this section shall not apply to any property covered by a specific hookon charge ordinance. (Ord. 4469, 4-16-2001) 8-3A-4-2: CROSS AND LATERAL SEWER CONNECTION CHARGES: Before a permit for a new cross or lateral sewer connection to a main sewer shall be granted, the applicant shall have complied with the terms and conditions for such connection established by the city council. Such terms and conditions may include, but not be limited to, engineering design, construction standards, requirements for inspection of construction of the applicant's sewer, and the setting of equitable fees to be paid for the right to connect to public sewer and all facilities to which the sewer will be contributory. (Ord. 4261, 10-6-1997) Page 365 of 367 8-3A-4-3: USE OF SEWER CONNECTION CHARGES: Such charges shall be due without regard to whether the facilities involved, trunk sewers or POTW have been paid for in full or whether prior assessments and other resources will cover all costs for such facilities. Connection charges shall be deemed a refund of amounts yet to be or previously paid by the city from its funds for the additional service made available to the applicant. (Ord. 4261, 10-6-1997) 8-3A-4-4: PERMITTED CONNECTIONS: No building sewer connection shall be made to a public sanitary sewer which is not in front of the property to be served unless the public sewer cannot feasibly be extended and the building sewer can be connected without creating difficulties for other utilities in the street or unless any such difficulties are offset by a definite public advantage in having the connection. No building sewer shall be connected directly into a manhole more than six inches (6") above the flow line therein. Where a public sewer is extended by an applicant at his own expense, it shall be constructed in accordance with the specifications of the city for public sewers and connection charges may be reduced by the cost thereof, in whole or in part. (Ord. 4261, 10-6-1997) 8-3A-4-5: VIOLATIONS AND PENALTIES: Any person which shall make a connection without paying connection charges due under this section 8-3A-4 or in any manner violate the other terms of this section 8-3A-4 shall be, upon conviction, deemed guilty of a misdemeanor and subject to fine and imprisonment as provided by law. (Ord. 4261, 10-6-1997) Page 366 of 367 BEFORE THE WATERLOO CITY COUNCIL IN RE: KINGSTAR ORDER 2035 E. MITCHELL AVENUE ASSESSING PENALTY WATERLOO, IOWA 50702 FIRST VIOLATION On this 1st day of July, 2024, after a public hearing on the matter, the Waterloo City Council finds that based upon evidence submitted by the City Attorney's Office, the above - captioned permittee committed a violation of Iowa Code §453A.2(1), selling, giving, or otherwise supplying any tobacco, tobacco products, or cigarettes to any person under twenty-one years of age. THEREFORE, the Waterloo City Council hereby orders that a civil penalty in the sum of $300.00 be remitted by the above -captioned permittee, to the City of Waterloo, on or before the 1st day of August, 2024. This sanction will count as a First Violation of Iowa Code §453A.2(1), pursuant to Iowa Code §453A.22(2)(a). Be advised that failure to pay the civil penalty by this date shall result in the automatic permit suspension for a period of fourteen (14) days in addition to the $300.00 civil penalty. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk Page 367 of 367