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HomeMy WebLinkAboutCouncil Packet - 5/1/2023CITY OF &J�64TERLOO IOWA THE City Council OF WATERLOO, IOWA Regular Session TO BE HELD AT Harold E. Getty Council Chambers Monday, May 1, 2023 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 Crossroads Mall area into a sports/recreation themed gravitational center. 6. Power Up Downtown: Keep Waterloos core downtown evolving to meet the needs of future generals, 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 609 is required to follow the rules listed in this article when speaking during any meeting of the city council. B. At the presiding officer's discretion, individuals may address the presiding officer by stepping to the podium, and after recognition by the presiding officer, shall state their name, address and group affiliation, if appropriate, and speak clearly into the microphone. C. Comments shall be germane and refrain from personal, impertinent, or slanderous remarks. D. Cell phones and electronic devices shall be set to silent prior to the start of the meeting. RULES FOR PUBLIC COMMENT SECTION OF THE AGENDA A. Individuals shall speak one (1) time on only one (1) issue for a maximum of three (3) minutes During the public comment section of the agenda. The public shall not be required to pre -register to speak during public comment. Individuals shall only speak on matters not listed on the regular agenda for that date. Any matter presented shall be directed to the presiding officer and addressed, if necessary, after the meeting. B. Council members may speak during public comment portion of the agenda after the public has finished speaking C. City staff shall not be required to provide an immediate answer to a matter presented during a council meeting unless it specifically pertains to an item on the agenda RULES FOR PUBLIC COMMENT DURING PUBLIC HEARINGS Individuals may speak during the public comment portion of a scheduled public hearing for a maximum of three (3) minutes or may submit written comments to the city clerk by four o'clock (4:00) P.M. on the day of the public hearing. Groups of citizens with similar viewpoints are encouraged to select a representative to share the viewpoint of the group. RULES FOR PUBLIC COMMENT DURING AGENDA ITEMS At the discretion of the presiding officer, individuals may speak for a maximum of three (3) minutes when the council discusses agenda items. This section does not apply to businesses or parties directly involved in agenda items. Roll Call. Prayer or Moment of Silence. Pledge of Allegiance - Kelley Felchle, City Clerk Approval of Agenda as proposed or amended. Approval of Minutes of April 17, 2023, Regular Session as proposed. Page 2 of 609 Approval of Minutes of April 18, 2023, Special Session as proposed. Proclamation declaring May 7-13, 2023 as World Migratory Bird Week. Proclamation declaring May 6, 2023 as Downtown Waterloo Urban Farmers Market Opening Day. Proclamation declaring April 28, 2023 as Exchange Club Day. Proclamation declaring the month of May as Historic Preservation Month. Life Saving Award For Sergeant's Matthew Woodward, Matthew Wertz and Officers Admir Babic, Lea Montalvo, Alex Bovy and Luke Lamere. PUBLIC COMMENTS Iowa Code Chapter 21 gives the public the right to attend council meetings but it does not require cities to allow public participation except during public hearings. The City of Waterloo encourages the public to participate during the Oral Presentations by following the rules listed on the front of the agenda. CONSENT AGENDA The consent agenda is reserved for routine resolutions and motions, acted upon by roll call vote on a single motion without discussion. Council shall either vote yea or nay when the roll is called. Council members may request that an item be removed from the consent agenda and considered separately. Such a request does not require a second. The public shall be prohibited from requesting that items listed on the consent agenda be removed and considered separately. The public may contact council members with questions regarding consent agenda items. 1-4A-16(A)(8). 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution setting date of public hearing as May 15, 2023, for an amendment to the FYE 2023 Budget, and direct the City Clerk to publish notice. 3. Resolution approving the request by Dieu Israel Kabangu, for tax exemptions on the construction of a new single family home valued at $210,000.00, for property located at 514 Johnson Street and located in the Consolidated Urban Revitalization Area (CURA). 4. Resolution approving the request by Robin Rae, for tax exemptions on the construction of a new commercial building valued at $171,608.00, for property located at 2122 Hawthorne Avenue and located in the Consolidated Urban Revitalization Area (CURA). 5. Resolution approving the request of Robin Baldwin, for a waiver for a concrete driveway, located at 4235 Chico Drive, and authorizing the construction of a concrete driveway and placing a driveway or sidewalk on the city right-of-way on an unimproved street. 6. Resolution approving the request of Tyler McCormack for a waiver for a concrete driveway, located at 307 W. Orange Road, with the elimination of the sidewalk section due to inability to meet grade requirements. 7. Resolution approving the request of Reilly Benedict for a waiver for a concrete driveway, Page 3 of 609 located at 225 Lichty Blvd., with the elimination of the sidewalk section due to inability to meet grade requirements. 8. Resolution approving request of Katezza Phillips for a waiver for a concrete driveway, located at 307 Euclid Street, with the elimination of the sidewalk section due to inability to meet grade requirements. 9. Resolution setting date of public hearing as May 15, 2023, to approve the request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue, subject to the retention of a public and private utility easement on, above and under the vacated area, in front of the former K-mart site at 3810 University Avenue, and direct the City Clerk to publish notice. 10. Resolution setting date of public hearing as May 15, 2023, to approve the request by Nihad Masic to vacate, sell, and convey approximately 1,428 square feet of city -owned right-of-way subject to the retention of a public utility easement, in the "M-1" Light Industrial District located southeast of 312 Kothe Avenue, to Nihad Masic in the amount of $700.00, and Alyssa Roney in the amount of $272.00, and direct the City Clerk to publish notice. 11. Resolution setting date of public hearing as May 15, 2023, to approve the request by Raymond Shepard to vacate, sell, and convey approximately 9,560 square feet of city - owned right-of-way in the "R-2" One and Two Family Residence District located north of 108 Bishop Avenue, to Raymond Shepard and Kenneth Cox in the amount of $2,000.00, Connie Johnson in the amount of $500.00, and Ryan and Kali Wilkinson in the amount of $500.00, and direct the City Clerk to publish notice. 12. Resolution setting date of public hearing as May 15, 2023, for the sale and conveyance of City property located near 3840 University Avenue in the amount of $1.00, and to approve a phased Development Agreement with Mann Road Storage, LLC, for the redevelopment of 2810 and 3840 University Avenue, with a minimum assessment agreement of $4,561,900.00, for the construction of climate -controlled storage units and a mixed -use commercial building, with a tax rebate schedule of ten (10) years at 50 percent, and direct the City Clerk to publish notice. 13. Resolution setting date of public hearing date as May 15, 2023, to approve the request by Iowa Heartland Habitat for Humanity to locally designate 415 Walnut Street as a Historic Landmark, and direct the City Clerk to publish notice. 14. Resolution setting date of public hearing as May 15, 2023, to approve the request for an Infrastructure Development Agreement with North Crossing, LLC, for the master buildout of North Crossing retail and medical district with a land exchange, and authorizing the sale and conveyance of City owned property, and instruct City Clerk to publish notice. Submitted by: Noel Anderson, Director 15. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 25, 2023, and date of public hearing as June 5, 2023, in conjunction with the Street Department Seal Coat Program, and direct the City Clerk to publish said notice. Page 4 of 609 16. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 25, 2023, and date of public hearing as June 5, 2023, in conjunction with the FY 2023 Greenbelt Lake REAP Grant Phase II, Contract No. 1085, and direct the City Clerk to publish notice. 17. Resolution resetting the date of bid opening as May 11, 2023, and date of public hearing as May 15, 2023, in conjunction with the FY 2023 Gates Park Improvements, Contract No. 1076, and direct the City Clerk to publish notice. 18. Leisure Services Commission board minutes of March 14, 2023. 19. Planning, Programming and Zoning Commission minutes of March 14, 2023. 20. Steven Hostetler Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 21. Todd Eastman Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 22. LaTonya Stokes Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 23. Kenny Williams Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 24. Mark Pregler Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 25. Amy Wienands Board/Commission: Telecommunications Expiration Date: May 1, 2029 New 26. Liquor Licenses 1. Amigo Mexican Restaurant, 1415 E. San Marnan Dr., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 2/29/2024. 2. Ari'z, 504 Sycamore St., Class A Alcohol w/Catering and Sunday Sales, Renewal — Exp: 11/18/2023. 3. Half Pint Saloon, 1831 Independence Ave., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal — Exp: 4/18/2024. 4. Jim Lind Service, 230 E. Ridgeway Ave., Class B Alcohol w/Sunday Sales, Renewal — Page 5 of 609 Exp: 4/7/2024. 5. La Michuacana, 1221 Franklin St., Class C Alcohol w/Sunday Sales, Renewal - Exp: 3/26/2024. 6. Kwik Stop 4, 515 Broadway St., Class E Alcohol w/Sunday Sale, Renewal - Exp: 5/7/2024. 7. Lost Island Theme Park, 2600 E. Shaulis Rd., Class C Alcohol w/Outdoor Service and Sunday Sales, New - Exp: 12/23/2023. 8. Your Pie, 126 E. Ridgway Ave., Special Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 4/5/2024. 9. Lost Island Waterpark, 2225 E. Shaulis Rd., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 1/12/2024. 10. Mersim's Kitchen, 126 E. Ridgeway Ave, Suite A, Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 4/15/2024. 11. Smitty's Bar, 709 Jefferson St., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 4/26/2024. 27. Motion approving Change Order No. 4 with Lodge Construction, Inc., of Clarksville, Iowa, for a net increase of $66,570.00, in conjunction with the FY 2021 Westdale Bioswale, Contract No. 997, and authorizing the Mayor and City Clerk to execute said document. 28. Motion to approve recommendation of appointment of Emily Seliga to the position of Administrative Secretary in the Community Planning and Development Department effective May 15, 2023. 29. Communication from the Police Department on the notice of the conclusion of employment of Dejana VanGundy, Records Clerk, effective March 31, 2023, with recommendation of approval of payout of $562.12 for unused benefits. 30. Theater License 1. Fantasy Theater, 1850 W. Airline Highway 2. Romeo and Juliets, 315 E. 4th Street 3. Romantix Adult Emporium, 1507 LaPorte Road 4. Marcus Midwest, LLC, 2450 Crossroads Blvd. 31. Cigarette/Tobacco Permit New Application for Greenleaf Tobacco & Vape, 2313 Logan Avenue. 32. Bonds. PUBLIC HEARINGS 1. FY 2023 Gates Park Improvements, Contract No. 1076. Public Hearing canceled and rescheduled to a future date. Submitted by: Travis Nichols, Facilities/Project Manager 2. FY 2024 Levee Rip Rap Spraying, Contract No. 1083. 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. Page 6 of 609 Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Motion to receive, file, and instruct the City Clerk to read the bids and refer to the City Engineer for review. Submitted by: Wayne Castle, PLS, PE, Associate Engineer 3. FY 2024 Sidewalk Inspection and Repair Program - Zone 3. 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 authorizing proposed repairs to sidewalk. Resolution adopting Proposed Resolution of Necessity, as proposed or amended. Submitted by: Oumie Ceesay 4. FY 2023 Fiber -to -Premise Feeder/Distribution and Backbone Network Project, Contract No. 1080. 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, specification, form of contract, etc., and authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids, and refer to the Consultant for review. Submitted by: Kelley Felchle, City Clerk 5. Asbestos Abatement Services Contract No. AB-2023-05-01 P, for property located at 123 E. Parker Street, former Saint Mary's Villa. 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, and refer to the Community Planning and Development Director for review. Submitted by: Noel Anderson, Director 6. Sale and conveyance of City -owned property in the amount of $1.00 to DMJ Development, LLC, and approving a Development and Minimum Assessment Agreement for the construction of a 14,000-square-foot trucking terminal with future 21,000-square-foot expansion. 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 approving the sale and conveyance of city -owned property, located east of 115 Warp Drive, to DMJ Development, LLC, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Page 7 of 609 Resolution approving a Development and Minimum Assessment Agreement with DMJ Development, LLC, for the construction of a new 14,000 square foot truck terminal with a future 21,000 square foot industrial building expansion, with a minimum assessed value of $1,400,000.00 and rebate schedule of 75 percent for years one through three, 70 percent for years four and five, and 50 percent for years six through ten, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Director 7. Request by Magnum Trucking for a Site Plan Amendment to the "M-2,P" Planned Industrial District to construct a 14,000 square foot trucking terminal and a future 21,000 square foot expansion, located east of 115 Warp Drive. 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 and recommendation of approval of 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, to approve a request by the Magnum Trucking for a site plan amendment to the "M-2,P" Planned Industrial District to construct a 14,000 square foot trucking terminal and a future 21,000 square foot expansion, located east of 115 Warp 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, Director RESOLUTIONS 1. Resolution approving the Professional Services Agreement with Gov HR, USA, for a Compensation and Classification Study for non -bargaining employees, in an amount not to exceed, $28,500.00, and authorizing the Mayor to execute said document. Submitted by: Lance Dunn, Director 2. Resolution approving award of bid to Trane U.S. Inc., of Clive, Iowa, in the amount of $626,245.00, approving the contract, bond, and certificate of insurance, in conjunction with the Trane Temperature Controls Update of all city buildings, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Greg Ahlhelm, Building Offical 3. Resolution approving construction plans for grading, paving, and utilities serving the San Marnan Business Park Addition, as submitted by the Clapsaddle-Garber Associates, Inc., Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and final acceptance of construction plans subject to the review and acceptance by the Department of Natural Resources, and authorizing the Mayor to execute said documents. Submitted by: Dennis Gentz, Assistant City Engineer 4. Resolution approving a Cooperative Agreement with the Iowa Department of Page 8 of 609 Transportation, in the amount of $11,970.00, in conjunction with the FY 2021 Highway 63 Enhancements from Washington Street to Parker Street, Contract No. 1029, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Jamie Knutson, City Engineer 5. Resolution approving an Administrative Services Agreement with the Iowa Northland Regional Council of Governments, in an amount not to exceed $30,000.00, in conjunction with the Waterloo EDA Fiber Optic Grant, and authorizing the Mayor to execute said document. Submitted by: Jamie Knutson, City Engineer 6. Resolution approving Addendum No. 7 to the Professional Services Agreement with Robinson Engineering Company, of Independence, Iowa, originally executed July 30, 2018, in an amount not to exceed $20,930.00, in conjunction with the Westdale Subdivision Swale Design, and authorizing the Mayor to execute said document. Submitted by: Wayne Castle, PLS, PE, Associate Engineer 7. Resolution approving the renewal of a three-year software contract with Fifth Asset, Inc., DBA DebtBook, for the purpose of debt management, lease management, and subscription management, and authorizing the Finance Manager to execute said document. Submitted by: Bridgett Wood, Finance Manager 8. Resolution appointing UMB Bank, N.A. of West Des Moines, Iowa, to serve as Paying Agent, Bond Registrar, and Transfer Agent, approving the Paying Agenda and Bond Registrar and Transfer Agent Agreement, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Bridgett Wood, Finance Manager 9. Resolution authorizing and providing for the issuance of $6,000,000.00 General Obligation Bonds, Series 2023A, and levying a tax to pay said bonds; approval of the Tax Exemption Certificate and Continuing Disclosure Certificate, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Bridgett Wood, Finance Manager 10. Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., in an amount not to exceed $423,000.00, for project administration and inspection services associated with the Waterloo Regional Airport Pavement Rehabilitation of Taxiway Alpha East, Taxiway Echo, and Runway 12/30 and the Pavement Reconstruction of Taxiway Alpha West, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Keith Kaspari, Director 11. Resolution approving award of hotel/motel tax council discretionary funds to Waterloo Leisure Services in the amount of $30,000.00 for the USDA Bird Relocation Project. Submitted by: Bridgett Wood, Finance Manager Page 9 of 609 12. Resolution approving the request by CJ's Construction, Inc., on behalf of Hope M. Anderson for the Final Plat of Paradise Estates First Addition, a 64-lot residential subdivision zoned "R-1" One and Two Family Residence District located north of 5643 Kimball Avenue. Submitted by: Noel Anderson, Director 13. Resolution approving the Refundable Advance for Construction Electrical Service Extension Proposal, in the amount of $18,594.73, for Speculative Use with MidAmerican Energy, for the construction and provision of electric lines along Warp Drive, in conjunction with the Waterloo Air and Rail Park Project, and authorizing the Mayor to execute said document. Submitted by: Noel Anderson, Director 14. Resolution approving eleven (11) FY 2024 Quarter 1 and Quarter 2 Hotel -Motel Event Grant requests, in a total amount of $184,000.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. Submitted by: Tavis Hall, Executive Director 15. Resolution approving four (4) FY 2024 Quarter 1 and Quarter 2 Mini event grants, in the amount of $10,200.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. Submitted by: Tavis Hall, Executive Director ORDINANCES 1. An ordinance enacting a new youth mental health protection. Motion to receive, file, consider, and pass for the second time an ordinance amending the City of Waterloo Code of Ordinances by enacting a new Chapter 12, Youth Mental Health Protection, of Title 3, Business and License Regulation. Motion to suspend the rules. Motion to receive, file, consider, and pass for the third time and adopt said ordinance. ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk Page 10 of 609 April 17, 2023 The City Council of the City of Waterloo, Iowa, met in Regular Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 5:30 PM, on Monday, April 17, 2023. Roll Call. Mayor Quentin Hart in the Chair. Roll Call: Boesen, Nichols, Chiles, Grieder, Wilder, and Feuss joined the meeting. Absent: Ms. Creighton -Smith. Prayer or Moment of Silence. Pledge of Allegiance - John Chiles, Ward 1 Council Member. John Chiles -Ward 1 Council Member Approval of Agenda as proposed or amended. Feuss/Wilder that the agenda, as amended, be approved. Voice vote: Ayes - Six. Motion carried. Minutes of April 4, 2023, Regular Session, as proposed. Feuss/Wilder that the minutes of April 3, 2023, Regular Session, as proposed, be approved. Voice vote: Ayes - Six. Motion carried. Proclamation declaring April 23-29, 2023 as Arbor Week. Paul Huting accepted the proclamation on behalf of Arbor Week. Tree City USA for 39th year in a row. Will be distributing 230 trees to residents who purchased them and are supported by the Young Family Trust. Proclamation declaring April 23-29, 2023 as National Library Week. Dave Eckert and Jillian Rutledge accepted the proclamation on behalf of the Waterloo Public Library for National Library Week. PUBLIC COMMENTS Mr. Grieder updated the council regarding his meetings with The Safe Neighborhoods Commission, which looks at the underlying causes of youth gun violence in the community and invited Citizens to a public forum April 20, 2023, 5-6 p.m. at the Jubilee Freedom Center, to allow members of the forum to listen to citizen's concerns and suggestions for solutions regarding gun violence. Mr. Chiles announced the Ward 1 meeting will be held at the end of May with a specific topic for discussion and that he will also be sending a newsletter specifically for Ward 1 as he would like meetings to be more interactive in response to community communications. Mr. Chiles Congratulated the Police Chief on filling 122 out of 123 positions for officers. Page 1 of 16 Page 11 of 609 CONSENT AGENDA Feuss/Wilderthat the following items on the consent agenda be received and placed on file including the payment of bills for April 10, 2023, in the amount of $2,756,093.99 and April 17, 2023, in the amount of $2,089,572.38. Roll Call vote -Ayes: Six. Motion carried. Mr. Boesen requested an overview of item No. 12, rejecting bid of Aspro, Inc., with regards to contract No. 1072. Jaime Knutson, City Engineer, explained Engineering was recommending rejecting the bid of Aspro, Inc., as the estimate exceeded funds available for the project and that they were hoping to rebid the project later this year and include the Broadway repairs in the bid. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. Resolution adopted and upon approval by Mayor assigned No. 2023-225. Resolution approving request to seek proposals for auditing services. Resolution adopted and upon approval by Mayor assigned No. 2023-226. Resolution approving naming financial institution depositories for the City of Waterloo, Iowa, and rescinding Resolution No. 2023-103. Resolution adopted and upon approval by Mayor assigned No. 2023-227. Resolution approving the cancellation of assessments for properties listed on Exhibit A, and authorize City Clerk to notify Black Hawk County Treasurer of said cancellation. Resolution adopted and upon approval by Mayor assigned No. 2023-228. Resolution approving request of Roger Wooden for a waiver for a concrete driveway, located at 1421 Denver Street, with the elimination of the sidewalk section due to inability to meet grade requirements. Resolution adopted and upon approval by Mayor assigned No. 2023-229. Resolution approving the request by Jeremy and Cindy Ott, for tax exemptions on the construction of a new single family home valued at $345,000.00, for property located at 906 Bishop Avenue and located in the Consolidated Urban Revitalization Area (CURA). Resolution adopted and upon approval by Mayor assigned No. 2023-230. Resolution setting date of public hearing as May 1, 2023, for the sale and conveyance of City - owned property in the amount of $1.00 to DMJ Development, LLC, for the construction of a 14,000 square foot trucking terminal with a future 21,000 square foot expansion, with a minimum assessed value of $1,400,000.00, located east of 115 Warp Drive, including a Development Agreement with rebate schedule of 75 percent for years one through three, 70 percent for years four and five, and 50 percent for years six through ten, and Minimum Assessment Agreement, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2023-231. Page 2 of 16 Page 12 of 609 Resolution setting date of public hearing as May 1, 2023, to approve a request by Magnum Trucking, for a Site Plan Amendment to the "M-2,P" Planned Industrial District to construct a 14,000 square foot trucking terminal and a future 21,000 square foot expansion, located east of 115 Warp Drive, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2023-232. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 20, 2023, and date of public hearing as May 1, 2023, in conjunction with Asbestos Abatement Services, Contract No. AB-2023-05-01 P, for property located at 123 E. Parker Street, former Saint Mary's Villa, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2023-233. Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as April 27, 2023, and date of public hearing as May 1, 2023, in conjunction with the FY2023 Construction of a Fiber -to -the -Premise Feeder/Distribution and Backbone Network Project, Contract No. 1080, and direct the City Clerk to publish notice, and rescinding Resolution No. 2023-125. Resolution adopted and upon approval by Mayor assigned No. 2023-234. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 4, 2023, and date of public hearing as May 15, 2023, in conjunction with the FY 2023 E. San Marnan Drive Reconstruction Project, Contract No. 1084, and direct City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2023-235. Resolution rejecting the bid of Aspro, Inc., of Waterloo, Iowa, in the amount of $7,429,551.98, in conjunction with FY 2023 Broadway Street and E. San Marnan Drive Reconstruction Project, Contract No. 1072. Resolution adopted and upon approval by Mayor assigned No. 2023-236. Airport Board minutes of February 15, 2023. Board of Adjustment minutes of February 28, 2023. Complete Streets Committee minutes of February 28, 2023. Historic Preservation Commission minutes of February 21, 2023. Waterloo Housing Authority board minutes of March 20, 2023. Page 3 of 16 Page 13 of 609 Liquor Licenses a. Landmark Commons, 1400 Maxhelen Blvd., Class F Alcohol w/Outdoor Service/Sunday Sales/Living Quarters Renewal - Exp: 8/31/2023. b. Prime Mart 7, 1309 Lafayette St., Class E Alcohol w/Sunday Sales, Renewal - Exp: 4/30/2024. c. S.A.C.'s Neighborhood Pub, 2000 Hawthorne Ave., Class C Alcohol w/Outdoor Service/Sunday Sales, Renewal - Exp: 1/31/2024. Suleiman Dizdarevic Board/Commission: Human Rights Commission Expiration Date: 4/17/2026 New Appointment Motion to receive the City of Waterloo Annual Comprehensive Financial Report for the fiscal year ended June 30, 2022, and place on file. Motion to approve the recommendation of the appointment of Emily Hansen from the current Civil Service List to the position of Laboratory Technician in the Lab Department at Waste Management Services Department, effective April 18th, 2023, pending pre -employment physical and drug testing. Motion to approve the recommendation of the appointment of Cody Wilson from the current Civil Service List, to the position of Airport Operations Specialist for the Waterloo Regional Airport, effective May 1, 2023, pending pre -employment physical, drug testing and background check. Motion approving recommendation of appointment of Jonathan Wilson to the position of Solid Waste Technician in the Public Works Sanitation Department, effective April 18, 2023 pending pre -employment physical and drug testing. Communication from the Central Garage Department on the notice of the conclusion of employment of Austin Howe, Mechanic, effective April 4, 2023, with recommendation of approval of payout of $1,000.40 for unused benefits. Communication from the Planning and Zoning Department on the notice of conclusion of employment of Patricia Magee, Administrative Secretary, effective March 31, 2023, with recommendation of approval of payout of $8,101.38 for unused benefits. Page 4 of 16 Page 14 of 609 Communication from the Police Department on the notice of the conclusion of employment of Keith Rogers, Police Lieutenant, effective April 1, 2023, with recommendation of approval of payout of $25,143.94 for unused benefits. Communication from the Code Enforcement Department on the notice of the conclusion of employment of Emily Russell, Clerk II, effective March 28, 2023, with recommendation of approval of payout of $715.20 for unused benefits. Bonds. PUBLIC HEARINGS FY2023 Construction of a Fiber -to -the -Premise Feeder/Distribution and Backbone Network Project, Contract No. 1080. Feuss/Wilder To cancel the public hearing and reschedule for May 1, 2023. Roll Call vote -Ayes: Six. Motion carried. Airline Passenger Terminal Building - HVAC Controls Project. Grieder/Nichols that the proof of publication of notice of public hearing on the Airline Passenger Terminal Building-HVAC Controls Project, as published in the Waterloo Courier on April 3, 2023, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Grieder/Nichols that the hearing be closed. Voice vote -Ayes: Six. Motion carried. Grieder/Nichols that "Resolution confirming approval of plans, specifications, form of contract, and authorizing to proceed", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-237. Grieder/Nichols Motion to receive, file, and instruct the City Clerk to read bids. Voice vote -Ayes: Six. Motion carried. Waterloo Regional Airport Page 5 of 16 Page 15 of 609 Improve Terminal Building — HVAC Controls FAA AIP Project No. 3-19-0094-053 (CARES) AECOM Project No. 60675091 Bid Date: 4/13/2023 Engineer's Estimate: $172,000.00 Bidder Bid Security Bid Amount Baker Mechanical, Inc. Ankeny, IA 5% $238,966.00 Woodman Controls, Inc. Urbandale, IA 5% $144,818.00 FM Controls, Inc. Fort Dodge, IA 5% $122,390.00 Grieder/Nichols that "Resolution approving award of bid to FM Controls, Inc., of Fort Dodge, Iowa, in the amount of $122,390.00, approving the contract, bonds, and certificate of insurance, in conjunction with the Airline Passenger Terminal Building - HVAC controls project at the Waterloo Regional Airport - Federal Aviation Administration - Airport Improvement Program, Project No. 3-19-0094-0054 CARES Development, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-238. FY 2023 Waste Water Treatment Plant Lift Stations Mowing Contract. Nichols/Wilder that the proof of publication of notice of public hearing for the FY 2023 Waste Water Treatment Plant Lift Stations Mowing Contract, as published in the Waterloo Courier on April 3, 2023, be received and placed on file . Voice vote -Ayes: Six. 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 that the hearing be closed. Voice vote -Ayes: Six. Motion carried. Nichols/Wilder that the "Resolution confirming approval of plans, specifications, form of contract, and authorizing to proceed", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-239. Nichols/Wilder Motion to receive, file, and instruct the City Clerk to read bids. Voice vote -Ayes: Six. Motion carried. Estimate: $37,000.00 Bidder Bid Security Bid Amount Per YearMowing / Weed Control Page 6 of 16 Page 16 of 609 Wilson Custom TreeCresco, IA 5% Option A: $15,920.00 / $5,190.00Option B: $5,520.00 / $790.00Option C: $2,880.00 / $900.00Option D: $5,100.00 Nichols/Wilder that "Resolution approving award of bid to Wilson Custom Tree Service of Cresco, Iowa, per year Mowing/Weed Control Option A: $15,920.00/$5,190.00, Option B: $5,520.00/$790.00, Option C: $2,880.00/$900.00 and Option D: $5,100.00, approving the contract, bonds, and certificate of insurance, in conjunction with the FY2023 Waste Water Treatment Plant Lift Stations Mowing Contract, and authorizing the Mayor to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-240. FY 2024 Complaint Mowing with Complaint Snow Removal Contract. Feuss/Chiles that the proof of publication of notice of public hearing for the FY 2024 Complaint Mowing with Complaint Snow Removal Contract, as published in the Waterloo Courier on April 3, 2023, be received and placed on file. Voice vote -Ayes: Six. 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 that the hearing be closed. Voice vote -Ayes: Six. Motion carried. Feuss/Chiles that the "Resolution confirming approval of plans, specifications, form of contract, and authorizing to proceed", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-241. Mr. Boesen questioned if there was a conflict with awarding bids to two different contractors. Marty Petersen, City Attorney confirmed contracts could be awarded to two bidders as the bids were for different aspects of mowing and snow removal. Feuss/Chiles Motion to receive, file, and instruct the City Clerk to read bids. Voice vote -Ayes: Six. Motion carried. Bid Opening 3/30/2023FY24 Complaint Mowing & Snow Removal Bidder Bid Security Bid Amount P&J Lawn CareWaterloo, IA 5% A: $ 1,500.00 C: $0.00B: $ 1,500.00 D: $0.00 B&B Lawn Care, Inc.Waterloo, IA 5% A: $ 2,749.00 C: $74.49B: $ 2,749.00 D:$149.75 Feuss/Chiles that "Resolution awarding bids to P & J Lawn Care of Waterloo, Iowa, Option A $1,500.00, Option B $1,500.00 per occurrence, and to B & B Lawn Care, Inc., of Waterloo, Iowa, Option C $74.49, and Option D $149.79 per man hour, approving the contracts, bonds, and certificates of Page 7 of 16 Page 17 of 609 insurance, in conjunction with the FY 2024 Complaint Mowing with Complaint Snow Removal Contracts, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-242. Request by Parks Property Management, LLC, on behalf of Pella Windows and Doors, for a Site Plan Amendment to construct a new 31,165 square foot commercial building in the "B-P" Business Park District, located south of 4041 Hurst Drive. Chiles/Wilder that proof of publication of notice of public hearing for a request by Parks Property Management, LLC, on behalf of Pella Windows and Doors, for a Site Plan Amendment to construct a new 31,165 square foot commercial building in the "B-P" Business Park District, located south of 4041 Hurst Drive, as published in the Waterloo Courier on April 7, 2023, be received and placed on file. Voice Vote -Ayes: Six. 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 that the hearing be closed and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice Vote -Ayes: Six. Motion carried. Chiles/Wilder that "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 Parks Property Management, LLC, on behalf of Pella Windows and Doors, for a Site Plan Amendment to construct a new 31,165 square foot commercial building in the "B-P" Business Park District, located south of 4041 Hurst Drive", be placed on file, considered and passed for the first time. Roll Call vote -Ayes: Six. Motion carried. Chiles/Wilder that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll Call vote -Ayes: Six. Motion carried. Mr. Grieder questioned if the contractor would be moving forward as the weather allows. Noel Anderson, Community Planning and Development Director indicated the contractors are anxious to start the construction. Chiles/Wilder that "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 Parks Property Management, LLC, on behalf of Pella Windows and Doors, for a Site Plan Amendment to construct a new 31,165 square foot commercial building in the "B-P" Business Park District, located south of 4041 Hurst Drive", be placed on file, considered and passed for the second and third times and adopted. Roll Call vote -Ayes: Six. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5693. Page 8 of 16 Page 18 of 609 Sale and conveyance of City -owned property to Baltimore Fields, LLC, in the amount of $1.00, with a Development Agreement that includes a $5,000.00 grant upon the completion of each dwelling, located east of 1003 Vermont Street, for the construction of eighteen (18) single-family dwellings. Boesen/Chiles that proof of publication of notice of public hearing on the sale and conveyance of City -owned property to Baltimore Fields, LLC, in the amount of $1.00, with a Development Agreement that includes a $5,000.00 grant upon the completion of each dwelling, located east of 1003 Vermont Street, for the construction of eighteen (18) single-family dwellings, as published in the Waterloo Courier on April 7, 2023, be received and placed on file. Voice vote -Ayes: Six. Motion Carried. This being the time and place of the public hearing, the Mayor called for written and oral comments. Bob Manning, Cedar Valley Homeowners Association, congratulated the City Council and thanked them for working on these projects, that good things are happening in Waterloo. Forest Dillavou, 1725 Huntington Road, questioned if the previous development agreement still existed. Noel Anderson explained the southerly portion of the property was taken back by the City along with the northerly portion of the property. Anderson explained that all agreements are written so that they self -expire with inactivity, so the previous agreements have expired. Panther Builders is moving forward with this project and actively building on the property. Boesen/Chiles that the hearing be closed and oral comments be received and placed on file. Voice vote -Ayes: Six. Motion Carried. Boesen/Chiles that the "Resolution approving the sale and conveyance of City -owned property to Baltimore Fields, LLC, in the amount of $1.00, for the construction of eighteen (18) single-family dwellings, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-243. Mr. Grieder questioned the benefits to the city of selling this property for $1.00. Noel Anderson explained the policy of selling land for $1.00 allows getting a development agreement in place to allow for new housing development, increasing the tax base, utility fees, increase in population and workforce growth. The infill policy of $5,000.00 per unit helps to defray infrastructure costs for infill development, so the incentives will be recouped. Mr. Feuss questioned if the road construction would be an initial step of the project. Noel Anderson confirmed the road would be developed first to alleviate some of the dirt piling up. Page 9 of 16 Page 19 of 609 Mr. Boesen questioned if the developer felt two homes were an achievable goal. Noel Anderson responded the contractor is confident with the construction timeline and will probably exceed that goal. Bosen/Chiles that the "Resolution approving a Development Agreement with Baltimore Fields, LLC, for the construction of eighteen (18) single-family dwellings, with infill housing incentives of a $5,000.00 grant upon the completion of each dwelling, of up to $90,000.00, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-244. Mr. Chiles questioned if there were any costs incurred with the previous agreement. Noel Anderson explained the property was originally acquired through a partnership with the Waterloo Schools so no costs were incurred by the City, with no taxpayer burden. Request by Uniti Dark Fiber, LLC, to sell and convey approximately 0.340 acres of city -owned property located north of 2365 Northeast Drive, in the amount of $40,000.00, for the construction of a telecommunications facility, and approving the Purchase Agreement. Nichols/Wilder that proof of publication of notice of public hearing on the request by Uniti Dark Fiber, LLC, to sell and convey approximately 0.340 acres of city -owned property located north of 2365 Northeast Drive, in the amount of $40,000.00, for the construction of a telecommunications facility, and approving the Purchase Agreement, as published in the Waterloo Courier on April 7, 2023, be received and placed on file. Voice vote -Ayes: Six. Motion carried. Nichols/Wilder This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Nichols/Wilder that the hearing be closed. Voice vote -Ayes: Six. Motion carried. Nichols/Wilder that the "Resolution approving the request of Dark Fiber, LLC for the sale and conveyance of approximately 0.340 acres of city -owned property, located north of 2365 Northeast Drive, in the amount of $40,000.00, for the construction of a telecommunications facility, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-245. Nichols/Wilder that the "Resolution approving a Purchase Agreement between Uniti Dark Fiber, LLC, and the City of Waterloo for the purchase of city -owned property located north of 2365 Northeast Drive, Page 10 of 16 Page 20 of 609 and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-246. Sale and conveyance of city -owned property, in the amount of $1.00 to 3 Stooges, LLC, for the construction of a 50,000 square foot warehouse with a future 9,000 square foot expansion, with a minimum assessed value of $1,800,000.00, located at the southeast corner of Leversee Road and Hyper Drive, including Minimum Assessment and Development Agreements with tax rebates of five (5) years at fifty percent. Grieder/Wilder that the proof of publication of notice of public hearing on the sale and conveyance of city - owned property, in the amount of $1.00 to 3 Stooges, LLC, for the construction of a 50,000 square foot warehouse with a future 9,000 square foot expansion, with a minimum assessed value of $1,800,000.00, located at the southeast corner of Leversee Road and Hyper Drive, including Minimum Assessment and Development Agreements with tax rebates of five (5) years at fifty percent, as published in the Waterloo Courier on April 7, 2023, be received and placed on file. Voice vote -Ayes: Six. Motion carried. Grieder/Wilder This being the time and place of the public hearing, the Mayor called for written and oral comments and there were none. Grieder/Wilder that the hearing be closed. Voice vote -Ayes: Six. Motion carried. Grieder/Wilder that the "Resolution approving the sale and conveyance of city -owned property located at the southeast corner of Leversee Road and Hyper Drive, to 3 Stooges LLC, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-247. Grieder/Wilder that the "Resolution approving a Development and Minimum Assessment Agreement with 3 Stooges, LLC, for the construction of a new 50,000 square foot warehouse and future 9,000 square foot addition, with a minimum assessed value of $1,800,00.00 and tax rebates of five (5) years at fifty percent, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-248. Sale and conveyance of a vacant lot located northeast of 1522 W. 4th Street to Iowa Heartland Habitat for Humanity, in the amount of $1.00, with a Development Agreement and a grant of $5,000.00 for infill housing development. Feuss/Wilder that the proof of publication of notice of public hearing for the sale and conveyance of a vacant lot located northeast of 1522 W. 4th Street to Iowa Heartland Habitat for Humanity, in the Page 11 of 16 Page 21 of 609 amount of $1.00, with a Development Agreement and a grant of $5,000.00 for infill housing development, as published in the Waterloo Courier on April 7, 2023, be received and placed on file. Voice vote -Ayes: Six. Motion carried. Grieder/Wilder This being the time and place of the public hearing, the Mayor called for written and oral comments. Ms. Wilder thanked the council for being proactive in their partnership with Iowa Heartland Habitat for Humanity for a positive change in this neighborhood. Mr. Chiles also thanked the council for this work but asked that the City be more aggressive with its 657A strategy to get more homes with Habitat for Humanity in this area. Feuss/Wilder that the hearing be closed and oral comments be received and placed on file. Voice vote -Ayes: Six. Motion carried. Feuss/Wilder that the "Resolution authorizing the sale and conveyance of city -owned property located northeast of 1522 W. 4th Street, in the amount of $1.00 to Iowa Heartland Habitat for Humanity, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-249. Feuss/Wilder that the "Resolution approving a Development Agreement with Iowa Heartland Habitat for Humanity for the construction of a single-family home, with a $5,000.00 infill housing grant, and authorizing the Mayor and City Clerk to execute said document', be adopted. Roll Call vote - Ayes: Six. Motion carried. Resolution adopted and upon approval by the Mayor assigned No. 2023-250. RESOLUTIONS Resolution approving the Participating Entity Addendum and Agreement with U.S. Bank for the purpose of making available a Corporate Card, Purchase Card, and/or One Card Program, and authorizing the Mayor to execute said document. Grieder/Wilder that the "Resolution approving the Participating Entity Addendum and Agreement with U.S. Bank for the purpose of making available a Corporate Card, Purchase Card, and/or One Card Program, and authorizing the Mayor to execute said document", be adopted. Roll Call Vote - Ayes: Four. Abstain: Chiles, and Wilder. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-251. Resolution approving changes to the Purchasing Policy, effective April 18, 2023. Page 12 of 16 Page 22 of 609 Grieder/Wilder that the "Resolution approving changes to the Purchasing Policy, effective April 18, 2023", be adopted. Roll Call Vote -Ayes: Four. Abstain: Chiles, and Wilder. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-252 Resolution approving the award of hotel/motel tax council discretionary funds to the North End Arts and Music Fest in the amount of $5,000.00. Grieder/Wilder that the "Resolution approving the award ward of hotel/motel tax council discretionary funds to the North End Arts and Music Fest in the amount of $5,000.00", be adopted. Roll CaII Vote -Ayes: Four. Abstain: Chiles, and Wilder. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-253. Resolution approving the Real Estate Purchase Agreement with Operation Threshold for the City's acquisition of a vacant lot located east of 307 Gable Street in the amount of $3,860.00 plus up to $1,000.00 in closing costs, and authorizing the Mayor and City Clerk to execute said document. Boesen/Chiles that the "Resolution approving the Real Estate Purchase Agreement with Operation Threshold for the City's acquisition of a vacant lot located east of 307 Gable Street, in the amount of $3,860.00 plus up to $1,000.00 in closing costs, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll Call Vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-254. Resolution approving an Acquisition Contract to acquire 12.5 square feet of right-of-way, in the amount of $1,000.00 and up to $1,000.00 in closing costs, and a Temporary Easement Agreement on 817 square feet, with Jipson Enterprises LLC, located at 1111 South Street, in conjunction with the South Street and W. 9th Street Roundabout Construction Project, and authorizing the Mayor and City Clerk to execute said documents. Boesen/Chiles that the "Resolution approving an Acquisition Contract to acquire 12.5 square feet of right-of- way, in the amount of $1,000.00 and up to $1,000.00 in closing costs, and a Temporary Easement Agreement on 817 square feet, with Jipson Enterprises LLC, located at 1111 South Street, in conjunction with the South Street and W. 9th Street Roundabout Construction Project, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call Vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-255. Resolution approving a Temporary Easement Agreement with George and Carol Clark, in the amount of $133.44, for 556 square feet, located at 1026 South Street, in conjunction with the South Street and W. 9th Street Roundabout Construction Project, and authorizing the Mayor and City Clerk to execute said document. Boesen/Chiles that the "Resolution approving a Temporary Easement Agreement with George and Carol Page 13 of 16 Page 23 of 609 Clark, in the amount of $133.44, for 556 square feet, located at 1026 South Street, in conjunction with the South Street and W. 9th Street Roundabout Construction Project, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll Call Vote - Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-256. Resolution approving an Early Access Agreement with DMJ Development, LLC, to allow development activities, including earth moving and construction of a foundation on Lot 5, and access to Lot 6 and Tract "B", all in the Waterloo Air and Rail Park 3rd Addition, and authorizing the Mayor and City Clerk to execute said document. Nichols/Grieder that the "Resolution approving an Early Access Agreement with DMJ Development, LLC, to allow development activities, including earth moving and construction of a foundation on Lot 5, and access to Lot 6 and Tract "B", all in the Waterloo Air and Rail Park 3rd Addition, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll Call Vote - Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-257. Resolution approving a request by Hurst Holdings, Inc., for the Preliminary Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 Hurst Drive. Nichols/Grieder that the "Resolution approving a request by Hurst Holdings, Inc., for the Preliminary Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 Hurst Drive", be adopted. Roll Call Vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-258. Resolution approving a development agreement with Cedar Crossing Storage, LLC, for the construction of a new self -storage facility consisting of no less than 28,276 square feet, and future expansion with a minimum assessed value of $1,680,000.00 for the first phase, located east of 3530 Marnie Avenue, including Minimum Assessment and Development Agreements with a rebate of 90 percent for years one through ten, 85 percent for year eleven, and 60 percent for years twelve through fourteen, and authorizing the Mayor and City Clerk to execute said documents. Feuss/Wilder that the "Resolution approving a development agreement with Cedar Crossing Storage, LLC, for the construction of a new self -storage facility consisting of no less than 28,276 square feet, and future expansion with a minimum assessed value of $1,680,000.00 for the first phase, located east of 3530 Marnie Avenue, including Minimum Assessment and Development Agreements with a rebate of 90 percent for years one through ten, 85 percent for year eleven, and 60 percent for years twelve through fourteen, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll Call Vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-259. Page 14 of 16 Page 24 of 609 Resolution to amend a real estate purchase agreement with Union at North Crossing, LP, for the construction of a 180-unit multi -family development with a minimum assessed value of $5,000,000.00, located at 3330 East 4th Street and 151, 153 and 155 Mission Circle, including Minimum Assessment Agreement and property tax rebates of 0 percent for years one through four, 40 percent for years five through seven, and 50 percent for years eight through nine, and 60 percent for years ten through eleven, authorizing the Mayor and City Clerk to execute said documents, and rescinding Resolution No. 2022-517 in its entirety. Feuss/Wilder that the "Resolution amend a real estate purchase agreement with Union at North Crossing, LP, for the construction of a 180-unit multi -family development with a minimum assessed value of $5,000,000.00, located at 3330 East 4th Street and 151, 153 and 155 Mission Circle, including Minimum Assessment Agreement and property tax rebates of 0 percent for years one through four, 40 percent for years five through seven, and 50 percent for years eight through nine, and 60 percent for years ten through eleven, authorizing the Mayor and City Clerk to execute said documents, and rescinding Resolution No. 2022-517 in its entirety", be adopted. Roll Call Vote - Ayes: Five. Nays: Boesen. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-260. David Dryer, 3145 W. 4th Street, questioned the difference in various purchase agreements each week. Noel Anderson explained the purchase agreements are drafted in accordance with applicable CURA/CLURA rebates payment schedules chosen by the applicants. Rebates allow for a 3- year or a 10-year schedule. ORDINANCES An ordinance amending Subsection G of the Automated Traffic Enforcement Ordinance. Chiles/Wilder to receive, file, consider, and pass for the third time and adopt said ordinance. Voice vote -Ayes: Six. Motion Carried. Ordinance adopted and upon approval by Mayor assigned No. 5694. Ms. Wilder questioned when the ordinance would go into effect. Martin Peterson responded the ordinance will be in effect once it is published in the courier. EXECUTIVE SESSION Executive Session on the purchase of Real Estate pursuant to Iowa Code Section 21.5(1)(j). Grieder/Wilder Motion to adjourn to Executive Session at 6:42 p.m. Roll Call Vote: Ayes - Six. Motion Carried. Page 15 of 16 Page 25 of 609 Nichols/Feuss Motion to adjourn Executive Session at 6:51 p.m. ADJOURNMENT Grieder/Wilder that the Council adjourn at 6:52 p.m. Voice vote -Ayes: Six. Motion carried. LeAnn M. Even, Deputy City Clerk Page 16 of 16 Page 26 of 609 April 18, 2023 Roll Call. The Council of the City of Waterloo, Iowa, met in Special Session at the Harold E. Getty Council Chambers, City Hall, Waterloo, Iowa, at 4:00 p.m., Tuesday, April 18, 2023. Mayor Quentin Hart in the Chair. Roll Call: Boesen, Nichols, Wilder and Feuss participated via Zoom link. Absent: Chiles, Grieder and Creighton -Smith. Approval of Agenda. Feuss/Wilder that the Agenda as proposed, for the Special Session on April 18, 2023, at 4:00 p.m., be accepted and approved. Voice vote -Ayes: Four. Motion carried. OTHER COUNCIL BUSINESS Motion to receive and file copies of Calls. A. Motion to approve the following: 1. Receive and file proof of publication of Notice of Sale. 2. Resolution Directing Sale of $6,000,000.00 (Subject to Adjustment Per Terms of Offering) General Obligation Bonds, Series 2023A. Feuss/Wilder that a copy of Calls be received and placed on file. Voice vote -Ayes: Four. Motion Carried. Feuss/Wilder that proof of publication of Notice of Sale on consideration of the proposition of issuance of $6,000,000.00 General Obligation Bonds, Series 2023A, as published in the Waterloo Courier on April 4, 2023, be received and placed on file. Voice vote -Ayes: Four. Motion carried. Feuss/Wilder that "Resolution Directing Sale of $6,000,000.00 (Subject to Adjustment Per Terms of Offering) General Obligation Bonds, Series 2023A", Robert Baird & Co., Inc., of Milwaukee, Wisconsin, at a rate of 3.3288%", be adopted. Roll Call vote -Ayes: Four. Nays: None. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2023-261. ADJOURNMENT Page 1 of 2 Page 27 of 609 Motion to adjourn. Wilder/Feuss that the Council adjourn at 4:10 p.m. Voice vote -Ayes: Four. Motion Carried. Page 2 of 2 Page 28 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Proclamation declaring May 7-13, 2023 as World Migratory Bird Week. 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. Bird Appreciation Week 2023 Page 29 of 609 0.44 nature lovers benefits our Page 30 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Proclamation declaring May 6, 2023 as Downtown Waterloo Urban Farmers Market Opening Day. 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. Urban Farmers Market Kick-off Day 2023 Page 31 of 609 L otCNoQ m 69 C .p C r3 "�1 '.L�,rQaOGOe�cCCCc3.aad, tl ?! O 44 IDA di 41) al cle tit .C+on�, a++a.6""� 0. 0., �! •y��cOpo �N c+-.= ;ae Ro c Cc flCdC '� cd«O CN 0bA O CCy =�OO+'gc(o O 'o'� O6� a:O 0 � ,..0 y O W vCn rca� r� 6 aa Oc ++ .0`d O •� °c vi �a £ O in x61 03 ccS f. o01 :L. a��,Ay ''ai�W0'> >0�L cc t ed C C byc b C ca . o a 61 0)a� ...,11 : tv oy iS ioi 0 to 1.1 LI I. csS On 0 bAvi pes 0 V O OD�� tirki 3 A Cp bQ`'CC� c bg 'C bA ON 0 0 at vs c 3 0 `°.lAQ vC C. CC a,„, 4O C61.Gy +vl oO ap •E O Cs ccc eel L. �u vA Cdn o O n c > E Ile . 0. 01 �, +- �y 0LG �O '7 ,i 'a +6w �yy O ,+a WI dR _ AL dw c t y ' ? 0.. C OoL"lc - 74 bA�'C tr3 'tt et cle u OO II 'Q.L e eaC v d I:L ,NG Cd VA iCc.* LI "0 li 1. '0•a,rL p �++'O 00 CV ui o C 0.1 i N 0co y„ C ac ttit 610�C=+CCG +°ca a, e. 0, 0 cl cs '' a, ��is V^ o N tlO cis I. ywCo 0 F. (J) Page 32 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Proclamation declaring April 28, 2023 as Exchange Club Day. 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. Exchange Club 2023 Page 33 of 609 J) r<� ..A 6 42,as a O w �^A °MI a? O a 0 O t t Q? a? 6 CI CA G. vs CI y CM O k U y i/] a? 0 •A O 6 m 0 o u i. 0 i% _ 6O 4* 0. A O lA •p .W C� A 0 •A '� W LA b a? 0 a? A o az 0 a VI 06 4 a a o bA u W A bA 0 0 0 .6 7011 •bA .A O at ate? 0 PCS CI X ' 0 40ZA O.0 the 71 'r..' > A 0 a? U p W r'' 0 6 S. ,b •A 6 a 3 V : G u rA 4) A U A A .01 O O ° ACD 1' a a? .01 a? a? O d c.3 u A A 0 co)° cp? bA 3 U E 4.4 C 0 to �" N miki .0 co E-r 'A 6 A v .w. bA w" u O .Q t' i. f . p a 011 'e = 0 C.) A° 0., 0 -0 . a? 'A � a? +u ^A Gr CI).A �. O 0 4 ,p.., CA -, V104 go VI ; El MI cn in 0a aAA O cn 6A OCL) n CI 0.) O A ov0oOr n g CI A O A .— tr. w 0 r1 d • ,ite all 414 � ad o bA .° A A..•; ote•� 01 ta�AvOb❑rAOr- y "A O O a? a? ^ 7 a 4O`b V } UH o en E u AE, TA 7-1 w w w a? 01 i i I ,„„0:1. az fi � a 3�- El 0 0 a, © C r. [� W U U .44 _) 0 t, H-0-A •a A Page 34 of 609 Page 35 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Finance Department May 1, 2023 AGENDA ITEM TITLE Resolution setting date of public hearing as May 15, 2023, for an amendment to the FYE 2023 Budget, and direct 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 1. Budget Amendment FYE23 Memo to Mayor Council 2. City of Waterloo - Notice of Publication - FY23 Budget Amendment Page 36 of 609 .;rMM!?,�rl� o v v ,d't Mayor QUENTIN HART COUNCIL MEMBERS JOHN CHILES Ward 1 JONATHAN GRIEDER Ward 2 NIA WILDER Ward 3 BELINDA CREIGHTON -SMITH, Ward 4 RAY FEUSS Ward 5 ROB NICHOLS At -Large DAVE BOESEN At -Large 0 TO: CITY OF WATERLOO Finance Office Mayor Hart City Council Members DATE: May 1, 2023 FROM: Bridgett Wood, Finance Manager RE: Proposed Amendments to Budget for the fiscal year ending June 30, 2023 Enclosed is a proposed amendment to the budget for the fiscal year ending June 30, 2023 as published May 3, 2023. The purpose of filing budget amendments is to comply with state law regarding expending city funds. The Code of Iowa requires that any of the nine budget program areas that are anticipated to exceed the amount originally appropriated be amended no later than May 31 of each fiscal year. The nine program areas prescribed by Iowa Code include Public Safety, Public Works, Health and Social Services, Culture and Recreation, Community and Economic Development, General Government, Debt Service, Capital Projects and Business Type/Enterprise activities. These amendments include numerous departmental amendments requested throughout the year and approved by the Finance Committee when required by the budget line item amendment policy. They all consist of changes made subsequent to certifying the budget in March 2022. Highlights from amendments made for general fund activities include the following: 1. In the Public Safety program category, expenses and related revenue for various law enforcement grants and non -property -tax funded projects were increased. Ambulance revenue was increasing to reflect revenue from the Ground Emergency Medical Transport Program, increasing expense related to that revenue and to budget for the purchase of ambulance medical equipment. 2. The Public Works category reflects anticipated increases in motor pool revenue and related expense and also to budget for CARES maintenance funds received for the airport. 3. The Health and Social Services category the use of restricted fund balance was increased for additional advertising and travel. 4. The Culture & Recreation program category was increased to reflect a number of additional grants and donations received by the Library and Leisure Services departments. The use of restricted fund balance was increased for Golf Course improvements. Leisure revenue and expense were amended to reflect increasing expense and higher -than -expected revenue. Page 37 of 609 5. The Community and Economic Development category was increased for higher than expected Hotel Motel tax revenue and coinciding expenses. As well as the use of restricted fund balance for the Hawkeye Community College home program. 6. Amendments to the General Government category include reflecting the use of assigned fund balance for increased workers compensation claims expense. Higher than expected interest was increased in the Clerk/Finance department to pay for coinciding expenses. Highlights of amendments made in other funds are as follows: 7. In the Public Works category additional revenue and expense was budgeted for airport grant -funded projects. 8. Amendments to the Community & Economic Development program include budgeting for federal funds awarded to the Community Development department. The housing program also budgeted to receive and spend additional federal funding. 8. In the Capital Projects program, additional expenses relating to grant revenue awarded during the year that was not originally budgeted were added, including broadband design and state funds for the Greenbelt Improvements. 9. In the Business Type/Enterprise fund activity, which accounts for the activities of the sewer, storm water and sanitation funds, fund balance was used to purchase a piece of equipment for Sanitation, as well as line item adjustments were made to more accurately reflect the amount that will be spent for operations by June 30, 2023. The transfers in and out lines were amended to reflect the following: 10. The transfer of additional TIF revenue to the debt service fund for increases in TIF-funded project expense and the transfer of additional TIF revenue to reimburse the Capital Projects fund. The line on the budget amendment form titled Excess Revenues & Other Sources Over (Under) Expenditures/Transfers Out indicates that when the certified budget was filed, we anticipated spending $15,853,896 more than we expected to collect in current year revenue, primarily due to spending bond and grant funds received in prior fiscal years. This amendment increases the amount that expenses are anticipated to exceed revenues by an additional $7,302,299 to a total of $23,156,195. This is due to the following: 1. General Fund — To plan to spend restricted ARPA funds in the amount of $2,500,000 for the fiber design contract, other restricted funds for designated uses in the total amount of $421,897. It also includes the additional use of general fund cash in the amount of $100,000 for workers' compensation claims. 2. Other Funds — Includes the additional use of Sanitation fund cash in the amount of $944,361 for equipment. To budget for adjustments to revenue and the use of grant and bond funds received in prior years in the total amount of $3,336,041. Since state law prohibits the City from spending more in any major program area than budgeted, we have budgeted generously with expenses. We do not anticipate that we will spend all amounts budgeted by June 30, 2023. If you have any questions about the information presented, please contact me. Page 38 of 609 NOTICE OF PUBLIC HEARING - AMENDMENT OF CURRENT BUDGET City of WATERLOO Fiscal Year July 1, 2022 - June 30, 2023 The City of WATERLOO will conduct a public hearing for the purpose of amending the current budget for fiscal year ending June 30, 2023 Meeting Date/Time: 5/15/2023 05:30 PM Contact: Bridgett Wood Phone: (319) 291-4323 Meeting Location: City Hall - Council Chambers 715 Mulberry St Waterloo, IA 50703 There will be no increase in taxes. Any residents or taxpayers will be heard for or against the proposed amendment at the time and place specified above. A detailed statement of: additional receipts, cash balances on hand at the close of the preceding fiscal year, and proposed disbursements, both past and anticipated, will be available at the hearing. Budget amendments are subject to protest. If protest petition requirements are met, the State Appeal Board will hold a local hearing. For more information, consult https://dom.iowa.gov/local-gov-appeals. REVENUES & OTHER FINANCING SOURCES Total Budget as Certified or Last Amended Current Amendment Total Budget After Current Amendment Taxes Levied on Property 1 44,829,472 0 44,829,472 Less: Uncollected Delinquent Taxes - Levy Year 2 0 0 0 Net Current Property Tax 3 44,829,472 0 44,829,472 Delinquent Property Tax Revenue 4 0 0 0 TIF Revenues 5 11,525,600 0 11,525,600 Other City Taxes 6 19,596,410 124,000 19,720,410 Licenses & Permits 7 1,478,135 0 1,478,135 Use of Money & Property 8 1,403,645 120,000 1,523,645 Intergovernmental 9 44,391,976 6,548,109 50,940,085 Charges for Service 10 36,250,536 1,304,154 37,554,690 Special Assessments 11 258,000 0 258,000 Miscellaneous 12 11,015,419 208,703 11,224,122 Other Financing Sources 13 26,556,000 0 26,556,000 Transfers In 14 22,802,708 4,605,860 27,408,568 Total Revenues & Other Sources 15 220,107,901 12,910,826 233,018,727 EXPENDITURES & OTHER FINANCING USES Public Safety 16 40,897,992 500,802 41,398,794 Public Works 17 31,770,892 6,471,645 38,242,537 Health and Social Services 18 354,210 6,494 360,704 Culture and Recreation 19 12,890,318 390,901 13,281,219 Community and Economic Development 20 19,603,493 1,681,533 21,285,026 General Government 21 10,817,259 267,000 11,084,259 Debt Service 22 14,701,398 0 14,701,398 Capital Projects 23 42,656,150 5,029,529 47,685,679 Total Government Activities Expenditures 24 173,691,712 14,347,904 188,039,616 Business Type/Enterprise 25 39,467,377 1,259,361 40,726,738 Total Gov Activities & Business Expenditures 26 213,159,089 15,607,265 228,766,354 Transfers Out 27 22,802,708 4,605,860 27,408,568 Total Expenditures/Transfers Out 28 235,961,797 20,213,125 256,174,922 Excess Revenues & Other Sources Over (Under) Expenditures/Transfers Out 29 -15,853,896 -7,302,299 -23,156,195 Beginning Fund Balance July 1, 2022 30 107,239,844 0 107,239,844 Ending Fund Balance June 30, 2023 31 91,385,948 -7,302,299 84,083,649 Explanation of Changes: To budget for additional grant funds received and spent, GEMT expense, workers compensation insurance expense, anticipated capital projects expense, including those funded with donations, grants, and tax increment revenue. 04/24/2023 04:38 PM Paae 1 of 1 Page 39 of 609 For Office UsejOnly Date Received: 3 o3 Received by: Staff to snake a copy for applicant CONSOLIDATED URBAN REVITALIZATION AREA APPLICATION FOR PROPERTY TAX EXEMPTION FOR IMPROVEMENTS UNDER THE PROVISIONS OF THE CONSOLIDATED URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The Consolidated Urban Revitalization Area (CURA) allows property tax exemptions on improvements to property located within its boundaries lltat meet the following criteria: I- At least a 10% improvement to the value of the residential property. At least a 15% improvement to the value of commercial property ifa building was previously on the site. If commercial property was previously vacant, all actual value added by the improvements is eligible for tax exernption. 2. Be located within the CURA boundaries (a map of which can be obtained from the City of Waterloo Community Planning & Development Department.) 3. This application must be filed with City prior to the 1" working day of February following the year when the improvements are completed to comply with the timeline of the State Code of Iowa, Section 404.4 unnumbered paragraph 2. However, a single application may be filed upon completion of an entire project requiring more than one year to construct or complete, providing prior approval has been granted by the City Council or County Board of Supervisors. Please fill out the following information for your application to be submitted to the City Council. NAME: ADDRESS: Dieu Israel Kabangu 3561 Pheasant Ln. Waterloo, IA TELEPHONE: 319-382-4116 SIGNATURE: EMAIL,: DATE: r�r djbkabangu@gmail.com 03/30/2023 A. What is the Address of the property being improved? 514 Johnson Street, Waterloo, IA 50702 What is the Legal Description of the property? (May be available at County Recorder's Office on 2"d floor of the Courthouse)? LEAVITT JOHNSON AND MILLER ADDLOT 2 BLK 13 B. Indicate desired exemption schedule: (f or2) 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% d. Fourth Year 50% g. Seventh Year 30% b. Second Year 70% e. Fifth Year---------40% h. Eighth Year 30% c. Third Year 60% f. Sixth Year 40% i. Ninth Year 20% j. Tenth Year 20% C. What was the nature of the intprovement(s)? New construction D. If this is not a single -fancily dwelling unit, which you own and reside in, will these improvements create a displacement of your tenants? Yes No DO NOT Write Below this line — Office Use Only E. City of Waterloo Building and Inspections Department Information: Permit Number: !I1 Date permit was issued: `[jj' ' h �{ I Total permit(s) valuation: 1 F. What was the cost attic improvement? g, ®Jan G. Estimated or actual dale of completion of these improvements? flat 9t0� 3 Note: The improvements to your home or business may not change the assessed value. Note: City Council approval does not guarantee tax exemptions. The application must be reviewed and approved by the Black Hawk County Assessor's Office for criteria eligibility. CITY OF WATERLOO OFFICE USE ONLY APPROVED DENIED DATED: RESOLUTION NO: LACK HAWK COUNTY ASSESSOR OFFICE USE ONLY APPROVED DATED: T.J. Koenigsfetd DENIED Black Hawk County Assessor Page 40 of 609 PLEASANT ST 1- 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. PLEASANT- ST Page 4 of 609 For Office Use Only Date Received: Received by: Staff to make a copy for applicant CONSOLIDATED URBAN REVITALIZATION AREA APPLICATION FOR PROPERTY TAX EXEMPTION FOR IMPROVEMENTS UNDER THE PROVISIONS OF THE CONSOLIDATED URBAN REVITALIZATION AREA PLAN ADOPTED BY THE CITY COUNCIL OF THE CITY OF WATERLOO. The Consolidated Urban. Revitalization Area (CURA) allows property tax exemptions on improvements to property located within its boundaries that meet the following criteria: 1. At least a 10% improvement to the value of the residential property. At least a 15% improvement to the value of commercial property if a building was previously on the site. If commercial property was previously vacant, all actual value added by the improvements is eligible for tax exemption. 2. Be located within the CURA boundaries (a map of which can be obtained from the City of Waterloo Community Planning & Development Department.) 3. This application must be filed with City prior to the 151 working day of February following the year when the improvements are completed to comply with the timeline of the State Code of Iowa, Section 404.4 unnumbered paragraph 2. However, a single application may be filed upon completion of an entire project requiring more than one year to construct or complete, providing prior approval has been granted by the City Council or County Board of Supervisors. Please fill out the following information for your application to be submitted to the City Cm' il. NAME: pc�tr\ Ck SIGN ADDRESS: 10 $ i Ylck i Y' l era V\CiOn EMAIL: TELEPHONE: NCI c 93 SS-7 3 DATE: r'(Olaf Lik31 23 l`r)cr 1 I $ il33Lp22c A. What is the Address of the property being improved? j\j-it-R - ' ai — 1 +CL��- CW r) c03 What is the Legal Description of the property? (May be available at County Recorder's Office on 2' floor of the Courthouse)? 1C 4 r lfO AC\ JL(L am CLotet `f h c 7) L('1 \ B. Indicate desired exemption schedule: (1 or 2) I. One Hundred Percent (100%) exemption for three years on the actual value added by improvements; 2. >c A partial exemption on the actual value added by improvements according to the following schedule: , a. First Year 80% d. Fourth Year 50% g. Seventh Year 30% b. Second Year 70% e. Fifth Year 40% h. Eighth Year 30% c. Third Year 60% f. Sixth Year 40% i. Ninth Year 20% j. Tenth Year 20% C. What was the nature of the improvement(s)? N€ uU bu i( f n ca D. City of Waterloo Building and Inspections Department Information: rn Permit Number: )A - 173'( I Date permit was issued: Ir� -5 -a) Total permit(s) valuation: E. What was the cost of the improvement. f 1\)6cfS F. Estimated or actual date of completion of these improvements? (t60fA`d3 G. If this is not a single-family dwelling unit, which you own and reside in, will these improvements create a displacement of your tenants? Yes No Note: The improvements to your home or business may not change the assessed value. Note: City Council approval does not guarantee tax exemptions. The application must be reviewed and approved by the Black Hawk County Assessor's Office for criteria eligibility. Page 42 of 609 HAWTHORNE AVE 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. 1- fn HAWTHORNE AVE 2122 Hawthorne Ave WAIVER Date: Mgrr,k .23 , Z02-3 Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: I hereby request a waiver to the driveway and sidewalk specifications for the construction of a COndreI driveway or sidewalk located at (concrete or asphalt) x3.5 ('1►;co ,Or►'de (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City rightotway on an unimproved street. Other: 1 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. Respectfully submitted, 4-61;4 s ..8a le to, (Please make payment to: City of Waterloo.) Printed Name of Property Owner Sign�iture of Property Owner Page 44 of 609 WAIVER Date: idipt't) Jt1 /_ 3 Honorable Mayor and City Council City Hall Waterloo, IA 60703 Council Persons: I hereby request a waiver to the dilveway and sidewalk specifications for the construction of a _hoc JeT driveway or sidewalk located at (concrete r asphalt) 307 w 4 e — (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (Le., exposed aggregate, brick stamped pattern, paving brick). elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right-of-way on an unimproved street. open �u Uy 4%6(.04.1-h P� y Duver/ � /7 wke C'G � / 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 boon 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. Thls 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. Respectfully submitted, 1y/Cr 44-CrorleKcktiC. Printed Name of Property Owner Signature of Property Owner Page 45 of 609 WAIVER Date: Apc; 4 0 zozi5 Honorable Mayor and City Council City Hall Waterloo, IA 50703 t�l , (4 J !.- rye 4 pry ` bcyc-9 e Council Persons: I hereby request a waiver to the driveway and sidewalk specifications for the construction of a COuv- driveway or sidewalk located at (concrete or asphalt) Z25 L -!TY '13LVD (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick), elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. placement of a driveway or sidewalk on City right-of.way on an unimproved street. Other: 17i+ .u9, , r epit'r - [2 -reJ c1 4- 0( ✓ 1 e-X - Juq � 1 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. Respectfully submitted, le-( 1P%))A eif /4�- Printed Name of Property Owner ignature of Property Owner Page 46 of 609 WAIVER Date: V7; 7/23 Honorable Mayor and City Council City Hall Waterloo, IA 50703 Council Persons: I hereby request a waiver to the driveway and of a J P. 4 concrete or asphalt) 7) 7 ATta:c0 This waiver is needed because of: sidewalk specifications for the construction driveway or sidewalk located at (Address) special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick), z\� 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: 1 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. 6. 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. Respectfully submitted, )111I15 Printed Name of Property Owner +eZi.- 1I ipS Signatureeof'Property Owner Page 47 of 609 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution setting date of public hearing as May 15, 2023, to approve the request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue, subject to the retention of a public and private utility easement on, above and under the vacated area, in front of the former K-mart site at 3810 University Avenue, and direct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a request to set the date of public hearing as March 6, 2023, to approve the request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue in front of the former Kmart site at 3810 University Avenue., and instruct the City Clerk to publish notice. The applicant is requesting to vacate a portion of University Avenue frontage road just northeast of the Progress Avenue intersection with University Avenue. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as additional traffic movements have been constructed, including a right -in, and right -out from this site. The site has been zoned "C-2" Commercial District since the adoption of the Zoning Ordinance in 1969. North — Commercial building (former Kmart) zoned "C-2" Commercial District. South — University Avenue, commercial buildings (Progress Plaza (Lil Caesar) strip mall), all zoned "C-2" Commercial District. East — Hy-Vee Fast and Fresh gas station, Caribou Coffee, and Platt's Storage zoned "C-2" Commercial District. West — former Hy-Vee Grocery Store, Walgreens, all zoned "C-2" Commercial District. NEIGHBORHOOD IMPACT The request to vacate the portion of former frontage road would help with redevelopment efforts of the former Kmart site. The former Kmart site and a few surrounding properties will be reconfigured and become University Progress Addition, so there is no reason for public right-of-way in this area. Page 48 of 609 The request to vacate the University frontage road in this area would appear to help the redevelopment of the site, eliminate unneeded excess right-of-way for the City of Waterloo and return it to the tax rolls, and help create out lots for development closer to the roadway. The redevelopment of the Kmart site will be a big project for the future of this corridor and will involve the reuse of the former Kmart building, and demolition of the out lot development in front of the former building. The former Hy-Vee site also sits to the west of this area, has no frontage road, and could have a similar reuse/demolition future with out lot development. The addition of the right-in/right-out at this location, the 5-lane concept west of Progress, and other improved traffic layouts, turning movements, and aesthetics designs have been constructed for the improvement of this general area. The Planning and Zoning Commission unanimously recommended approval of the vacate request at their regular meeting on January 10, 2023. Therefore, staff recommends the request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue in front of the former Kmart site at 3810 University Avenue be approved for the following reasons: 1. The request to vacate would appear to have positive impacts for the redevelopment of the former Kmart site. 2. The requested area is owned on both sides by the same ownership, and thus, does not appear to be needed for public right-of-way, pedestrian, vehicular, or any traffic purposes. 3. The request to vacate would help for redevelopment of the abutting site(s) by creating additional land for a gas station and two additional commercial buildings, closer setbacks for buildings locations, or additional areas for parking, etc. Subject to the following condition: 1. That any easements needed for utility purposes be retained over, under, and upon the area to be vacated. Said easements will be included on the plat of survey for the vacate request. DATA, ANALYSIS, AND STRATEGIES Right -of -Way Vacate IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION A part of Lot 30, Centennial Addition, Waterloo, Black Hawk County, Iowa, described as follows: Beginning at the SE corner of said Lot 30; thence North along the East line of said Lot 30 a distance of 193.00 feet; thence N. 74°35'W. a distance of 181.30 feet; thence South a distance of 43.00 ft.; thence S.74°35'E., a distance of 139.50 feet; thence South a distance of 150.00 feet to the South line of said Lot 30; thence S. 74°35'E. along South line, a distance of 41.80 feet to the point of beginning. The East line of Lot 30 is assumed to bear North -South. And Page 49 of 609 A parcel of land located in the N.E. '/4 S.E. 1/4 Sec. 29-89-13, Waterloo, Black Hawk County, Iowa described as follows: Beginning at the SE corner of Lot 30, Centennial Addition, Waterloo, Iowa, said corner being on the West line of the N.E. % S.E. % Sec. 20-98-23, Waterloo, Black Hawk, County, Iowa, thence North along said West line, a distance of 193.00 feet; thence S.74°35'E. a distance of 10.70 feet; thence South a distance of 145.43 feet; thence S. 79°02'44" E. a distance of 385.52 feet; thence South a distance of 60.00 feet to the Northeasterly right-of-way line of U.S. Highway 218; thence N. 71 °23' W. along said Northeasterly line a distance of 400.00 feet to the point of beginning. The East line of Lot 30-West line of N.E. '/4 S.E. '/4 is assumed to bear North -South. ATTACHMENTS 1. Council Packet 2. Frontage Road Legal - Former Kmart Page 50 of 609 January 10, 2023 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: BUFFERS REQUIRED/ NEEDED: DRAINAGE: Request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue in front of the former Kmart site at 3810 University Avenue. City of Waterloo, 715 Mulberry St, Waterloo, Iowa 50703 The applicant is requesting to vacate a portion of University Avenue frontage road just northeast of the Progress Avenue intersection with University Avenue. The request to vacate the portion of former frontage road would help with redevelopment efforts of the former Kmart site. The former Kmart site and a few surrounding properties will be reconfigured and become University Progress Addition, so there is no reason for public right-of-way in this area. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as additional traffic movements have been constructed, including a right -in, right - out from this site. The new University Avenue Trail system is built along the southern side of University Avenue, just south of this request. This new trail connects with the Greenhill Road Trail and the Sergeant Road Trail. There is also sidewalk along University Avenue, but no sidewalks along Progress Avenue. Sidewalk should be required along Progress Avenue as part of the proposed development. The site has been zoned "C-2" Commercial District since the adoption of the Zoning Ordinance in 1969. North — Commercial building (former Kmart) zoned "C-2" Commercial District. South — University Avenue, commercial buildings (Progress Plaza (Lil Caesar) strip mall), all zoned "C-2" Commercial District. East — Hy-Vee Fast and Fresh gas station, Caribou Coffee, and Platt's Storage zoned "C-2" Commercial District. West — former Hy-Vee Grocery Store, Walgreens, all zoned "C-2" Commercial District. The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. New drainage requirements would accompany any development of the site. Vacate- former University Ave frontage road 1 of 4 21 Page 51 of 609 January 10, 2023 Picture 1: Existing University Avenue frontage road. Picture 2: University Frontage Road looking toward Progress Avenue. Vacate- former University Ave frontage road 2 of 4 22 Page 52 of 609 January 10, 2023 DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: The site is located abutting the University Avenue Corridor, which was recently transferred from the State of Iowa to the City of Waterloo for jurisdictional, maintenance, and ownership purposes. This portion of frontage road area was not a part of the Transfer of Jurisdiction, but abuts the corridor. The University Corridor is a commercial corridor in this portion, but has seen some vacancies along the corridor in recent years. City staff is working to create better traffic flows, more pedestrian accommodations and options along the corridor, as well as improvements for business expansion, redevelopment, and location. This area is not located in a flood plain as indicated by the Flood Insurance Rate Map Community Number 190025 and Panel Number 0169F, dated July 18, 2011. There are no schools or park spaces in the immediate vicinity of the requested area. There are utilities (gas, electric, cable TV, water and fiber) located in the area to be vacated. Easements will be mapped and described on the plat of survey for the disposal of the vacated area. The Future Land Use Map designates the area as Commercial, and this request would be in compliance with such designation as it would help for the future redevelopment of the site. The request to vacate the University frontage road in this area would appear to help the redevelopment of the site, eliminate un-needed excess right-of-way for the City of Waterloo and return it to the tax rolls, and help create outlots for development closer to the roadway. The redevelopment of the Kmart site will be a big project for the future of this corridor, and will involve the reuse of the former Kmart building, and demolition of the outlot development in front of the former building. The former Hy-Vee site also sits to the west of this area, has no frontage road, and could have a similar reuse/demolition future with outlot development. The addition of the right-in/right-out at this location, the 5-lane concept west of Progress, and other improved traffic layouts, turning movements, and aesthetics designs have been constructed for the improvement of this general area. This vacate request went before the Planning, Programming, and Zoning Commission on November 10, 2020 and was recommended for approval. The request was never sent to Council, and since it has been over a year, the request must go back before the Commission. Vacate- former University Ave frontage road 3 of 4 23 Page 53 of 609 January 10, 2023 STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: At Tech Review on December 6, 2022, there was discussion by the applicant and staff about relocating utilities and which utilities would need an easement over them. The applicant planned to set up a meeting with the utility companies, the Engineering Department, and the Planning Department to discuss the placement of the utilities and the easements associated with the utilities. Tech Review noted at their meeting on January 3rd, 2023 that no utility meeting had been set up. Kline with MidAmerican Energy stated the easement for utilities will need discussed and agreed on before sending the request to Council. The site is being platted as part of a separate request. The area to be vacated will be created as a plat of survey for disposal purposes. Therefore, staff recommends the request by the City of Waterloo to vacate approximately 0.8 acres of University Avenue frontage road located near University Avenue and Progress Avenue in front of the former Kmart site at 3810 University Avenue be approved for the following reasons: 1. The request to vacate would appear to have positive impacts for the redevelopment of the former Kmart site. 2. The requested area is owned on both sides by the same ownership, and thus, does not appear to be needed for public right-of-way, pedestrian, vehicular, or any traffic purposes. 3. The request to vacate would help for redevelopment of the abutting site(s) by creating additional land for a gas station and two additional commercial buildings, closer setbacks for buildings locations, or additional area for parking, etc. Subject to the following condition: 1. That any easements needed for utility purposes be retained over, under, and upon the area to be vacated. Said easements will be included on the plat of survey for the vacate request. Vacate- former University Ave frontage road 4 of 4 24 Page 54 of 609 City of Waterloo Planning, Programming and Zoning Commission January 10, 2023 ■ imumi. lam ■ immium .r mo -- r- �� M. RgNBO i7 1 Y�JII 4, CARDINAL DR MINIM at MEE IINE sari n NW EmErvik - 1 111'. OM .liil: MEN Mr 03 c) JRY RD m LL L1_ R �1 u. 1W �: ■■■� F .0=■■■■ MITd 1 . DESOTOAVE , o ZE1 R 1, C-ZAr MN MN ME ME W ME a 1 U W r �L Q 1 10 NOSIQQV—RL2 �� C Emm EN �= NEW 21 11 I.� �cY —0 rpiI1°I /I I MARK DR- i- JILLDR MAYNARD AVE, R-2;C=Z -R-4,C-Z C=2 cn A m y R-3 TUNIS 0\ SAGER AVE1 R-4 1013dSV R-3 zII ■■■_ N■ A-1 i Lig is • • • • • MI ■ Eli ° 0 ° ■■■ -■ ST. ANDREW'S AV R---3 WESTLANDAVE C-2,C-Z NEM mILLI WINO Q 1- 0 0 W W 0) 'ji • mom imm N num ■j R-4,R-P , SHELDON. S fC-1, z C-Z" °-L RUSH Si 11111V11 University Frontage Road ROW Vacate City of Waterloo 25 Pnnr 5r, of F(1r City of Waterloo Planning, Programming and Zoning Commission January to, 2023 University Avenue Frontage Road ROW Vacate City of Waterloo 26 DRAWN BY: RJ W CHECKED BY: BDV APPROVED BY: BDV DATE: 12-1-2022 FIELD BOOK: NO. REVISION DESCRIPTION APPROVED DATE SS8 i �sss PROPOSED ACCESS AND SANITARY EASEMENT HALL & HALL ENGINEERS, INC Leaders in Land Development Since 1953 1860 BOYSON ROAD, HIAWATHA, IOWA 52233 PHONE: (319) 362-9548 FAX: (319) 362-7595 CIVIL ENGINEERING • LANDSCAPE ARCHITECTURE LAND SURVEYING • LAND DEVELOPMENT PLANNING www.halleng.com PROPOSED WATER EASEMENT - LOT 'A' 3,206 SF 0.07AC UNIVERSITY PROGRESS ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA GRAPHIC SCALE IN FEET SCALE: 1"=30' HATCH LEGEND EXISTING FRONTAGE ROAD TO BE VACATED BY THE CITY OF WATERLOO(AREA=0.83 ACRES) NOTES: LOT 'A' TO BE DEDICATED TO THE CITY AFTER EXISTING RIGHT-OF-WAY VACATION Legal Description - Frontage Road Vacation A part of Lot 30, Centennial Addition, Waterloo, Black Hawk County, Iowa, described as follows: Beginning at the SE corner of said Lot 30; thence North along the East line of said Lot 30 a distance of 193.00 feet; thence N. 74°35'W. a distance of 181.30 feet; thence South a distance of 43.00 ft.; thence S.74°35'E., a distance of 139.50 feet; thence South a distance of 150.00 feet to the South line of said Lot 30; thence S. 74°35'E. along South line, a distance of 41.80 feet to the point of beginning. The East line of Lot 30 is assumed to bear North -South. A parcel of land located in the N.E. % S.E. % Sec. 29-89-13, Waterloo, Black Hawk County, Iowa described as follows: Beginning at the SE corner of Lot 30, Centennial Addition, Waterloo, Iowa, said corner being on the West line of the N.E. % S.E. % Sec. 20-98-23, Waterloo, Black Hawk, County, Iowa, thence North along said West line, a distance of 193.00 feet; thence S.74°35'E. a distance of 10.70 feet; thence South a distance of 145.43 feet; thence S. 79°02'44" E. a distance of 385.52 feet; thence South a distance of 60.00 feet to the Northeasterly right-of-way line of U.S. Highway 218; thence N. 71°23' W. along said Northeasterly line a distance of 400.00 feet to the point of beginning. The East line of Lot 30-West line of N.E. % S.E. is assumed to bear North -South. SCALE: 1"=30' FRONTAGE ROAD VACATION EXHIBIT PROJECT NO: 10803-22-3 SHEET 1 77 CAD File: I:\projects\10800\10803-22 Twenty40\10803-22-3-Waterloo\DWG\Plats\10806-22-3 PP1.dwg Date Plotted: Thursday, December 1, 2022 3:05:16 PM Plotted By: Rylee Whitters Page 57 of 609 8980 Preferred option for traffic signal service on NW corner Remove manhole 581-673 75 0006147533 ssT cr.Tl •\•, � �• •61475 55 0005949516 /% Sa �1 c>U 000ssasszo 001688 004740657 00010021 New cable in conduit crossing University New switchgear •-L' 140T 0001007204 014670160 j J r 0001004236 MZ} Miii.JJnericaln 0001`0282 Crew HQ:WAT Replace switchgear 0006147528 Abandon streetlight cable crossing University 93-3-899 Cust: UNIVERSITY AVE RELOCATION Addr: UNIVERSITY City: WATERLOO Abandon duct bank and cable Install new cables in conduit Remove manhole 00 •370762 New switchgear Abandon duct bank and cable Install new cables in conduit 00395 SIGN �: Remove manhole 00061473 '.2 •006141.662...7 0006147530 0005949522 2 006147529 Abandon existing cable in conduit Preferred option for traffic signal service on SW corner 3721-3735 X = 1935320 Y = 915143 VTR 0006147534 3695 IU ICU WMS_R V:2736566-1 Date: 11/28/2018 Scale: 1 IN = X FT Designer: KLINE,DAVID Job Desc: Waterloo. Gov. Relocate underground facilities along University Ave to accommodate road reconstruction project. SE 68�� 0005985479 0006147531 0005948998 Abandon streetlight cable crossing University ; 0948 A 150 and switchgear 0009851084 3625 594890 93-3k-• 8 00165 .13 3-2835 0005949 0005948997 0012787 All MEC streetlights on University Ave to be removed 1003956 0001003955 -4.00- CONTINUOUS POLYETHELYNE )0172: 16 300 0011191015 C 00)1007 0005948899 R 25T R039-613 39-6 0101 0001003952 LD65-335 Existing cable/conduit to be abandoned and new cable installed at lower elevation 0009850863 c 4" VC 1051 75 Remove manhole 0005949000 F il 0016230780 gl • OPEN • • �.._..*' U 134-888 0010883113 ly : N Replace switchgear 0016432060 • 284-115: -3-2837 OPEN �q\ 73 0010899756 DISCLAIMER OF LIABILITY NOTE: This drawing reflects facilities in place at the time of its preparation and is subject to change at any time. For current facility information, please contact MidAmerican Energy Company. Further, MidAmerican Energy Company disclaims all liability and responsibility for all claims and damages including but not limited to, personal injury, death and property damage, resulting from any authorized or unauthorized use of, or reliance upon, this drawing for any purpose. 28 Page 58 of 609 3810 . N m | | | | � \ ' HONE - SEE SHEET C.2 F EXISTING 50—PAIR COPPER CABLE UNIVERSITY AVE EXISTING 6—WAY MCD CB311 CB312 EX ROW (3) EXISTING TRANS PIPES r EXISTING 600—PAIR COPPER CABLE EXISTING MANHOLE #1037 / ` EXISTING 900—PAIR LE E STI OPPER CABLES )60i—PAIR COPPER C' (1)9.0—PAIR COPPFCABLE EXISTING 50—PAIR COPPER CABLE cu EX ROW CB307 EXISTING 50—PAIR COPPER CABLE —t— EX ROW cu - cu EXISTING COPPER CABLES (2)100—PAIR COPPER CABLES cu - PROP ROW CB304 CB305 UNIVERSITY AVE SIGN EXISTING 6—WAY MCD 0 w co w w w Z J H TERRA TECHNOLOGIES ,�N r TT ENG: Brandon Amon PHONE: 701-866-7952 E—MAIL: baman@terratechllc.net TT# CL18.11308 http://www.terratechllc.net 0' 20' 40' SCALE: 1" = 40' CRY OF WATERLOO, IA — BLACK HAWK COUNTY UNIVERSITY AVENUE RECONSTRUCTION (PHASE 2) FROM MIDWAY DRNE TO CIREEN LL ROAD CenturyLink Conflict Plans UNIVERSITY AVENUE (Sta. 2433+77 — Sta. 2439+93) Pro'ect No.: CL18.11308 Date: Feb 26, 2019 VIIre CenturyLink® CTL ENG: Brent Giese PHONE: 563-355-2592 E—MAIL: Brent.GieseOcenturylink.com N.486598 LEGEND BURIED FIBER OPTIC OR BURIED TELEPHONE CABLE BURIED FIBER OPTIC OR BURIED TELEPHONE DUCT EXISTING REMOVE/ABANDON — — T — — —X— T —X— PROPOSED T — — T — — —X— T —X— — T OVERHEAD FIBER OPTIC OR — —aHT— — OVERHEAD TELEPHONE CABLE —x—oir—x— —OK Sheet C.3 heet 10 0f 15 Page 60 of 609 U 2 CD w w EX ROW EXISTING 50—PAIR COPPER CABLE EXISTING COPPER CABLES (2)100—PAIR COPPER CABLES UNIVERSITY AVE PROP ROW w Z J H I EXISTING 25—PAIR COPPER CABLE EXISTING PEDESTAL EXISTING 25—PAIR COPPER CABLE SI GN EXISTING 6—WAY MCD EU \ EX ROW CB303 EXISTING PEDESTAL SIGN \ EXISTING 25—PAIR \ OPPER CABLE EX ROW EXISTING 50—PAIR COPPER CABLE EXISTING PEDESTAL EXISTING COPPER CABLES (2)50—PAIR COPPER CABLES EU TUNIS POTHOLE #5 6—WAY MCD T/D=952.98 — T — — T — — T — CB300 2444 G EXISTING 50—PAIR COPPER CABLE EX ROW EX ROW CU UNIVERSITY AVE 2445 I _ 30 EXISTING 6=WAY MCD to. w 2 rn w w w Z (-TERRA TECHNOLOGIES TT 1T ENG: Brandon Aman PHONE: 701-866-7952 E—MAIL: baman©terratechllc.net Tr# CL18.11308 http://www.terratechilc.net 0' 20' 40' SCALE: 1" = 40' CRY OF WATERLOO, IA - BLACK HAWK COUNTY UNIVERSITY AVENUE RECONSTRUCTION (PHASE 2) FROM IDWAY DRNE TO GREB4HILL ROAD CenturyLink Conflict Plans UNIVERSITY AVENUE (Sta. 2439+93 — Sta. 2446+10) Pro'ect No.: CL18.11308 Dote: Feb 26, 2019 VIIre CenturyLink® CTL ENG: Brent Giese PHONE: 563-355-2592 E—MAIL: Brent.Giese@centurylink.com N.486598 LEGEND BURIED FIBER OPTIC OR BURIED TELEPHONE CABLE BURIED FIBER OPTIC OR BURIED TELEPHONE DUCT EXISTING REMOVE/ABANDON — — T — — -X— T —X— PROPOSED — T — — T — — -X— T —X— — T OVERHEAD FIBER OPTIC OR — —aHT— — OVERHEAD TELEPHONE CABLE -x—oHr—x— —oHr Sheet .4 Sheet 11 Of 15 Page 61 of 609 Fnd. 1/2" Rebar with Yellow Cap No. 7811 Fnd. 1/2" Rebar with Yellow Cap No. 16264 1 Fnd. 1/2" Rebar with Yellow Cap No. 8033 Fnd. 1/2" Rebar 0 W-116 00 CP Q W-115 Fnd. 1/2" Rebar with Yellow\ Broken Red Cap Fnd. 1/2" Rebar with Yellow Cap Fnd. PK Nail Fnd. PK Nail Set 1/2" Rebar/ Yellow Cap No. 8505 Fnd. 1/2" Rebar with Yellow Cap No. 8033 75 150 225 300 SCALE DATE SIGNED: I hereby certify that this Land Surveying document was prepared by me or under my direct personal supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Iowa. MICHAEL R. FOOLE Date License number 8505 My license renewal date is December 31,2022 Pages or sheets covered by this seal: Plat of Survey For Vacating the Frontage Road that is Situated in Lot 30 of Centennial Addition and part of the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 89 North, Range 13 West of the 5th P.M. all in the City of Waterloo, County of Black Hawk, State of Iowa Index Legend Location: Lot 3 Centennial Addition and NE 1/4 SE 1/4 of Sec. 20-89-13W, Waterloo, Iowa Requestor: City of Waterloo Proprietor: City of Waterloo Surveyor: Michael R. Fagle Surveyor Company: AECOM, 501Sycamore Street, Suite 222 Waterloo, Iowa 50703 West line of the NE 1/4 SE 1/4 Sec. 20-89-13W Fnd. 1/2" Rebar with Yellow Cap Fnd. PK Nail No. 16264 0.14' N. and 0.32 ' w. of line \',C.e t b' AA Fnd. PK Nail Qa tx# 1(b �c'GAO Fnd. 1/2" Rebar with Yellow Broken Cap Fnd. 1/2" Rebar �Fo merersityAv 10 _lYS ywy218) Fnd. 1/2" Rebar The Description of the Existing Frontage Road is recorded in Quit Claim Deed Book 489, Page 163 in the office of the Black Hawk County Recorder and was signed February 11, 1970. Description: Frontage Road to be vacated in Lot 30 of Centennial Addition A parcel of land situated in Lot 30 of Centennial Addition, City of Waterloo, County of Black Hawk, State of Iowa, described as follows. Beginning at the Southeast corner of said Lot 30; Thence North 00° (Degrees) 00' (Minutes) 00" (Seconds) East (assumed bearing for the purpose of this description) on the East line of said Lot 30, a distance of 193.03 feet (193.00 feet record); Thence North 74°35'00" West, 181.30 feet; Thence South 00°00'00" West, 43.00 feet; Thence South 74°34'18" East, 139.53 feet (South 74°35'00" East, 139.50 feet record); Thence South 00°00'00" West, 149.38 feet (150.00 feet record) to the South line of said Lot 30 also being the present Northerly right-of-way line of University Avenue; Thence South 73°46'06" East on the South line of said Lot 30 also being the present Northerly right-of-way line of University Avenue, a distance of 41.95 feet (South 74°35'00" East, 41.80 feet record) to the point of Beginning. Containing 13,547 square feet of 0.31 acre. Description: That portion of the Frontage Road to be vacated in the Northeast 1/4 of Southeast 1/4 of Section 20, Township 89 North, Range 13 West of the 5th P.M. A Parcel of land situated in the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 89 North, Range 13 West of the 5 th P.M., City of Waterloo, County of Black Hawk, State of Iowa, described as follows. Beginning at the Southeast corner of Lot 30 of Centennial Addition said corner being on the West line of the Northeast 1/4 of the Southeast 1/4 of said Section 20; Thence North 00° (Degrees) 00' (Minutes) 00" (Seconds) East (assumed bearing for the purpose of this description) on the West line of the Northeast 1/4 of the Southeast 1/4 of said Section 20, a distance of 193.03 feet (193.00 feet record); Thence South 74°35'00" East, 10.81 feet (10.70 feet record); Thence South 00°00'00" Lot 1 West, 145.38 feet (145.43 feet record); Thence South 73°03'05" East, 385.49 feet (South 73°02'44" East, 385.52 feet record); Thence South 00°00'00" East, 46.77 feet; Thence North 73°45'38" West, 304.54 feet to the present Northerly right-of-way line of University Avenue; Thence North 71°24'04" West (North 71°23'00" West Carber Heights record) on the present Northerly right-of-way line of University Avenue, 91.56 feet to the point of beginning. Plat 1 Containing 20,042 square feet of 0.46 acre. Total area 33,589 square feet or 0.77 acre. The City of Waterloo will retain a permanent public and private utility easement on, above and under the above described parcels of land. Fnd. PK Nail Fnd. 1/2" Rebar with Yellow Cap No. 8033 Fnd. 1/2" Rebar with Orange Cap No. 16254 This plat is for Vacating a Frontage Road not a Subdivision of Land. Fnd. Cut "X" • Bearing/ Distance Table Record Measured Frontage Road in part of Lot 3, Centennial Addition 1 To 2 N 00 ° 00 ' 00 " E 193.00' N 00 ° 00 ' 00 " E 193.03' 2 To 3 N 74 ° 35 ' 00 " W 181.30' N 74 ° 35 ' 00 " W 181.30' 3 To 4 S 00 ° 00 ' 00 " W 43.00' S 00 ° 00 ' 00 " W 43.00' 4 To 5 S 74 ° 35 ' 00 " E 139.50' S 74 ° 34 ' 18 " E 139.53' 5 To 6 S 00 ° 00 ' 00 " W 150.00' S 00 ° 00 ' 00 " W 149.38' 6 To 1 S 74 ° 35 ' 00 " E 41.80' S 73 ° 46 ' 06 " E 41.95' Portion of Frontage Road in part of the NE 1/4ofthe SE 1/4Sec. 20-89-13W 1 To 2 N 00 ° 00 ' 00 " E 193.00' N 00 ° 00 ' 00 " E 193.03' 2 To 7 S 74 ° 35 ' 00 " E 10.70' S 74 ° 35 ' 00 " E 10.81' 7 To 8 S 00 ° 00 ' 00 " W 145.43' S 00 ° 00 ' 00 " W 145.38' 8 To 9 S 73 ° 02 ' 44 " E 385.52' S 73 ° 03 ' 05 " E 385.49' 9 To 10 S 00 ° 00 ' 00 " E None S 00 ° 00 ' 00 " E 46.77' 10 To 11 None None N 73 ° 45 ' 38 " W 304.54' 11 To 1 N 71 ° 23 ' 00 " W 91.56' N 71 ° 24 ' 04 " W 91.56' SHEET I OF I SHEET 1 OF 1 Signed Date AEWM Page 62 of 609 City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 • Offer to Vacate and Purchase City Right -of -Way ❑ Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement U Sale of City -Owned Property Applicant: C I4 Wei66 Address: 715 /dullkm 44- Atte Om 1)- 50703 Email: Noel .rrlee:(6X l C \ tat l0C}-i4.OV) General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): (Ili liers1 Ave fro Situ in -(rc,ti11- car '`6i0 Llv)ite kj Legal description of area to be conveyed, vacated, or encroached: Phone No.: (51(.6 A(11, 36 (forhter- h-Mad- Silt) 1. A non-refundable filing fee(s) shall be made as follows (cheeks payable to City of Waterloo): • Right-of-way vacation — One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated — No Fee • Any request not meeting the Sale of Property Policy — One Hundred Dollar ($100.00) Fee 2. Offer Price*[Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: 5. Other: Plea provid nstructi site p s the n and/or aerial photo of the area to be vacated if the request involves eason for the request. j 2. 2 -42— Applicant Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements 33 Page 63 of 609 The Description of the Existing Frontage Road as recorded in Quit Claim Deed Book 489, Page 163 in the office of the Black Hawk County Recorder and was signed February 11, 1970. Description: Frontage Road to be vacated in Lot 30 of Centennial Addition A parcel of land situated in Lot 30 of Centennial Addition, City of Waterloo, County of Black Hawk, State of Iowa, described as follows. Beginning at the Southeast corner of said Lot 30; Thence North 00° (Degrees) 00' (Minutes) 00" (Seconds) East (assumed bearing for the purpose of this description) on the East line of said Lot 30, a distance of 193.03 feet (193.00 feet record); Thence North 74°35'00" West, 181.30 feet; Thence South 00°00'00" West, 43.00 feet; Thence South 74°34'18" East, 139.53 feet (South 74'35'00" East, 139.50 feet record); Thence South 00°00'00" West, 149.38 feet (150.00 feet record) to the South line of said Lot 30 also being the present Northerly right-of-way line of University Avenue; Thence South 73°46'06" East on the South line of said Lot 30 also being the present Northerly right-of-way line of University Avenue, a distance of 41.95 feet (South 74°35'00" East, 41.80 feet record) to the point of Beginning. Containing 13,547 square feet of 0.31 acre. Description: That portion of the Frontage Road to be vacated in the Northeast 1/4 of Southeast 1/4 of Section 20, Township 89 North, Range 13 West of the 5th P.M. A Parcel of land situated in the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 89 North, Range 13 West of the 5th P.M., City of Waterloo, County of Black Hawk, State of Iowa, described as follows. Beginning at the Southeast corner of Lot 30 of Centennial Addition said corner being on the West line of the Northeast 1/4 of the Southeast 1/4 of said Section 20; Thence North 00° (Degrees) 00' (Minutes) 00" (Seconds) East (assumed bearing for the purpose of this description) on the West line of the Northeast 1/4 of the Southeast 1/4 of said Section 20, a distance of 193.03 feet (193. 00 feet record); Thence South 74° 35'00" East, 10.81 feet (10.70 feet record); Thence South 00°00'00" West, 145.38 feet (145.43 feet record); Thence South 73°03'05" East, 385.49 feet (South 73°02'44" East, 385.52 feet record); Thence South 00°00'00" East, 46.77 feet; thence North 73°45'38" West, 304.54 feet to the present Northerly right-of-way line of University Avenue; Thence North 71 '24'04" West (North 71 '23'00" West Carber Heights record) on the present Northerly right-of-way line of University Avenue, 91.56 feet to the point of beginning. Containing 20,042 square feet of 0.46 acre Total area 33,589 square feet or 0.77 acre The City of Waterloo will retain a permanent public and private utility easement on, above and under the above described parcels of land Page 64 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution setting date of public hearing as May 15, 2023, to approve the request by Nihad Masic to vacate, sell, and convey approximately 1,428 square feet of city -owned right-of-way subject to the retention of a public utility easement, in the "M-1" Light Industrial District located southeast of 312 Kothe Avenue, to Nihad Masic in the amount of $700.00, and Alyssa Roney in the amount of $272.00, and direct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to vacate 1,428 square feet of city owned right-of-way southeast of 312 Kothe Avenue. The alley is approximately 16' x 100'. The applicant plans to use the lot to the southeast of 312 Kothe and the vacate area as vehicle storage for the dealership use. A site plan and landscape plan has been submitted for the site. The property owner to the west of the vacate area has expressed interest in their portion of the alley and the site plan has been updated to reflect this. The City of Waterloo Planning, Programming and Zoning Commission unanimously voted to approve this request at their April 11, 2023 meeting. NEIGHBORHOOD IMPACT The request to vacate city owned right-of-way could give an additional 1,428 square feet of land for the auto sales business to park vehicles on the property. The alley right-of-way is not needed for road purposes and has been used by the applicant to store vehicles in the past. The request would not appear to have a negative impact upon pedestrian conditions in the area. There are no sidewalks along Kothe Avenue and it is a dead-end street. DATA, ANALYSIS, AND STRATEGIES Disposal of City Property IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Page 65 of 609 Published Notice SOURCE OF EXPENDITURES None ALTERNATIVE ACTION LEGAL DESCRIPTION Description — alley vacate: That part of the platted alley in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, lying north of the north line of Brees Street as currently platted, and lying south of a line that is 101 feet from and parallel with the Southwesterly right of way line of the Illinois Central Railroad (now Chicago, Central and Pacific), subject to the retention of a public utility easement over, under, across and upon the above described area. Description — conveyance to Nihad Masic: That part of the platted alley in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, lying north of the north line of Brees Street as currently platted, and lying south of a line that is 101 feet from and parallel with the Southwesterly right of way line of the Illinois Central Railroad (now Chicago, Central and Pacific), except the west half of said alley adjoining Lots 1 and 4 of said Block 3, subject to the retention of a public utility easement over, under, across and upon the above described area. Description — conveyance to Alyssa A Roney: The west half of the platted alley adjoining Lots 1 and 4 in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, subject to the retention of a public utility easement over, under, across and upon the above described area. ATTACHMENTS 1. Council Packet 2. Legal Alley Vacate Southeast of 312 Kothe Av Page 66 of 609 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: April 11, 2023 Request by Nihad Masic to vacate approximately 1,428 square feet of city owned right-of-way in the "M-1" Light Industrial District located southeast of 312 Kothe Avenue. Nihad Masic, 312 Kothe, Avenue Waterloo, IA 50703 The applicant is requesting to vacate a 1,428 square feet of city owned alley right-of-way. The request to vacate city owned right-of-way could give an additional 1,428 square feet of land for the auto sales business to park vehicles on the property. The alley right-of-way is not needed for road purposes and has been used by the applicant to store vehicles in the past. The request would not appear to have a negative impact upon pedestrian conditions in the area. There are no sidewalks along Kothe Avenue and it is a dead-end street. The nearest trail is the Donald Street Trail which is located 3,500 feet to the north. The area in question is zoned "M-1" Light Industrial District, and has been zoned as such since the adoption of the Ordinance No. 2479 in 1969. Surrounding land uses and their zoning are as follows: North — Broadway Street and Industrial Development zoned "M-1" Light Industrial District. South —Residential Development zoned "R-2" One and Two Family Residence District and ""M-1" Light Industrial District. East — Commercial and Industrial Development zoned "R-2" One and Two Family Residence District and "M-1" Light Industrial District. West — Commercial, Industrial, and Residential Development zoned "M-1" Light Industrial District. The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. The adjacent surrounding residential properties were primarily developed between the 1910's and the 1930's. The commercial development in the area occurred between the 1940's and 2000's. No portion of the lot in question is 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 0188F, dated July 18, 2011. Vacate- 312 Kothe Avenue Page 1 of 5 -36- Page 67 of 609 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: April 11, 2023 Lincoln Elementary is located 3,000 feet to the west. George Washington Carver Academy is located 2,200 feet to the northeast and East High School is located 1.5 miles to the southeast. The nearest open space is the Hoing-Rice Softball Center which is located 1,750 feet to the west. The vacate area appears to contain an overhead electric line. There is an 8" sewer main underneath Kothe Avenue and a 6" water main on the west side of Kothe Avenue. A utility easement may need to be retained. The Future Land Use Map designates the area as Industrial. The request would be in conformance with the Comprehensive Plan and Future Land Use Map for this area. The applicant is requesting to vacate 1,428 square feet of city owned right-of-way southeast of 312 Kothe Avenue. The alley is approximately 16' x 100'. The applicant plans to use the lot to the southeast of 312 Kothe and the vacate area as vehicle storage for the dealership use. A site plan and landscape plan has been submitted for the site. The property owner to the west of the vacate area has expressed interest in their portion of the alley and the site plan has been updated to reflect this. The applicant was unanimously denied a request to vacate the area to the north of 312 Kothe Street by the Planning, Programming, and Zoning Commission on July 13, 2021 due to unresolved issues with the Building Department, Engineering Department, Planning Department, and Code Enforcement. The applicant was granted a 2 year variance to the hard surfacing requirement by the Board of Adjustment at their regular meeting on September 28, 2021 for the area to the north and the lot to the south of 3312 Kothe. The applicant will have to address drainage concerns that were identified with a previously submitted drainage plan to the Engineering Department when the area is hard surfaced within the next five to six months. The Engineering Department's concerns have been addressed for now. The Building Department and Fire Department have signed off on the building and it is in compliance with the code. Knutson noted the site should be in compliance with the code if it is built as shown on the plan. The existing gravel driveway and other gravel areas not shown on the site plan will need to be removed. Schroeder expressed concerns with the lack of access between the two sites because of the storm water location. Vacate- 312 Kothe Avenue Page 2 of 5 -37- Page 68 of 609 April 11, 2023 STAFF ANALYSIS — SUBDIVISION ORDINANCE: There would be no platting required in relation to the request. Picture 1: Looking north at the alley to be vacated and the garage of the neighboring property. Vacate- 312 Kothe Avenue Page 3 of 5 -38- Page 69 of 609 April 11, 2023 Picture 2: Looking to the east of the alley. Picture 3: Applicants property to the west of the vacate area. Vacate- 312 KotheAvenue Page 4 of 5 -39- Page 70 of 609 April 11, 2023 STAFF Therefore, staff recommends that the request by Nihad Masic to RECOMMENDATION: vacate approximately 1,428 square feet of city owned right-of-way in the "M-1" Light Industrial District located southeast of 312 Kothe Avenue, be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions, as the alley is not needed for right-of-way purposes. 2. The request is in conformance with the future land use map. Subject to the following condition(s): 1. That an easement may be retained for the overhead electric line within the vacate area. 2. That the gravel driveway and other gravel areas not shown in the site plan be removed. Vacate- 312 Kothe Avenue Page 5 of 5 -40- Page 71 of 609 —W DONALD ▪ NORTHEY ST 0 City of Waterloo Planning, Programming and Zoning Commission April 11, 2023 I II W R-1 P Q Q !Z FAIRCHILD ST—. L:i z0 z R-3 N ex,c2 g A-1 111 co o'P = R-2,C-Z Q o, W DONALD ST- --IO z 0 0 0 z R-2/C-Z VIRGINIA ST AVIS CT R-4 O w LL R=1 M-.1 POPLAR AVE (NORWOOD AVE 'LINDALE AVE WALKER ST 0 - —BREES ST ui EDISON ST 1 R 4;C-Z R-2 C-1w I.'C!wPARKER sr Z C-11 1,C-Z R-1,R�JI I 0 CC Z R-2;C-Z ---DAWSON ST NEWTON ST Cu W Q Q Q z z0 W O ¢ 3 op Q Q RIEHL ST A-1 M-2 BURTON AV I1 1 111 co P C- R-3 ¢ R-4— J 1FL R/D//v 11 R-4 �'� II Is/ c-P,. M- 1- 0) 0 0 R`2;C;Z I C-2,C-Z CONGER ST W pgR�RO�¢ i M-1 R-3 W DALE I I� ST—R4r R-2;C-Z 0 • W LOUISE ST r LITCHFIELD AVE 1I 0) 0) 00 1- z cc-WARLINGTON ST Y U 1- J O U DAWSON S I I co 0 W R-2,_ ' R-3" C-2, C-ZZ> Q CENTER ST z M-1 �0. J R3 L C-1. II C-2- Southeast of 312 Kothe ROW Vacate Nihad Masic -41- CI...... 7'- - G!I(1 " City of Waterloo Planning, Programming and Zoning Commission April 11, 2023 Southeast of 312 Kothe Alley Vacate Nihad Masic -42- f]70 ..F G!]n EXISTING TREES AND SHRUBS 0 •Q`�' ////////// BUILDING AREA: 1570 SF REQUIRED PARKING SPACES: 4 / 3 SPACES IN THE BUILDING / 3 SPACES OUTSIDE LEXISITING =' � _wr-�-w \Oo\�SURFACING DO\ MIXED GRAVEL iO�r 11 s' iillanyaULLt:.:� 04,44 LOT 5 AND PART OF LOT 6 10,869 SF 0.08 ACRES DRY BOTTOM OPEN INFILTRATION BASIN SEE STORM WATER INFORMATION FOR BASIC CALCULATIONS OH E OH E •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r IN -SITU SANDY SOIL WITH SANDY TOPSOIL MIX FOR VEGETATIVE COVER --17' to CC DETENTION BASIN TYPICAL CROSS SECTION NTS USE OTHER PERMITTED USES CURRENT ZONING and GENERAL REQUIREMENTS for "M-1" LIGHT INDUSTRIAL DISTRICT MINIMUM LOT AREA MINIMUM LOT WIDTH MINIMUM LOT AREA PER FAMILY NO MINIMUM MINIMUM FRONT YARD MINIMUM SIDE YARD ZONINING COMPLIANCE SUMMARY MINIMUM REAR YARD 25 FEET SAME AS"R-4" EXCEPT ABUTTING TO ANY "R" DISTRICT IN WHICH CASE NOT LESS THAN 25 FEET 25 FEET MAXIMUM HEIGHT AND LOT COVERAGE NO BUILDING SHALL EXCEED 4 STORIES OR 48 FEET IN HEIGHT CRITERION Current Zoning District PRINCIPAL USE OUTDOOR STORAGE OFF STREET PARKING SETBACKS REQUIRED/PERMITTED PROPOSED/EXISTING "M-1" LIGHT INDUSTRIAL DISTRICT ANY USE PERMITTED IN "M-1" AND "C3" EXCEPT ALCOHOL SALES ANY OUTSIDE STORAGE SHALL BE EFFECTIVELY SCREENED ON EACH SIDE FACING A RESIDENTIAL OR COMMERICIAL DISTRICT AND EACH SIDE FACING A PUBLIC STREET BY A SOLID FENCE, WALL, OR SENSELY PLANTED COMPACT HEDGE NOT LESS THAN 6 FEET OR MORE THAN 8 FEET IN HEIGHT 1 SPACE PER 500 SF OF STRUCTURE AREA SEE TABLE AUTO BODY REPAIR AND MECHANICAL REPAIR AND SALES CURRENTLY NO OUTSIDE STORAGE EXISTS 3 SPACES IN THE EXISTING SHOP AREA AND 3 OUTSIDE ON THE WEST SIDE OF THE STRUCTURE N/A - NO NEW STRUCTURE GRAPHIC SCALE 0 15' 30' NO. REVISION BY DATE NO. REVISION BY DATE CGA ('lapsaddle-Garber Associates, Inc1 DESIGNED: #### Falls Iowa 50613 Ph 319266 0253 www.cgaconsultanis.com APPROVED: #### 5106 Nordic Ddve DRAWN: #### Cedar CHECKED: #### DATE #### DATE #### DATE #### DATE #### 312 KOTHE AVENUE WATERLOO, IOWA KOTHE SITE PLAN PROJECT N0. 23-DS-0021 SHEET N0. EX01 -43- Page 74 of 609 �w _ db w.w pw.Air* db Q C1C. O O O O O O O O O O O \ C \ 1.-1.-1.- - OHE OHE OHE OHE \ LANDSCAPE NOTES: 1. PLANT AND TREE TYPE TO BE SELECTED BY THE OWNER BASED ON CITY OF WATERLOO FORESTER APPROVAL 2. QUANTITIES OBTAIN POINTS ARE FOR INFORMATION ONLY; DIFFERENT CONFIGURATIONS CAN BE INSTALLED PROVIDED IT MEETS THE REQUIRED POINT REQUIREMENTS FOR THE CITY OF WATERLOO. 3. SHREDDED HARDWOOD BARK MULCH SHALL BE PLACED AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED. 4. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260-2004, OR MOST RECENT EDITION. 5. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE POINTS SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS/TREES IN QUANTITY AS SHOWN ON DRAWINGS. 6. TAKE OR PLACE ALL PLANTS/TREES IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE OWNER FOR APPROVAL PRIOR TO PLANTING. 7. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SEEDED WITH TYPE 1 LAWN MIXTURE AS APPROVED BY THE OWNER. LANDSCAPE POINTS SCHEDULE DESCRIPTION POINTS/UNIT PR. STREET PR. SITE OVERSTORY TREES 4 INCH CALIPER OR GREATER 100 3 INCH CALIPER OR GREATER 90 2 INCH CALIPER OR GREATER 80 10 7 TREES WITH CALIPER OF MORE THAN 4 INCHES 25 UNDERSTORY TREES 2 INCH CALIPER OR GREATER 40 1.5 IN CALIPER OR GREATER 30 1 INCH CALIPER OR GREATER 20 SHRUBS 5 GALLON OR GREATER 10 2 GALLON OR GREATER 5 CONIFERS 10 FT HEIGHT OR GREATER 100 8 FT HEIGHT OR GREATER 90 6 FT HEIGHT OR GREATER 80 5 FT HEIGHT OR GREATER 40 4 FT HEIGHT OR GREATER 30 3 FT HEIGHT OR GREATER 20 TOTAL POINTS 800 560 COMBINED TOTAL POINTS REQUIRED STREET (1.5 POINTS PER LF) 500 LF 750 REQUIRED LANDSCAPING (.04 PTS PER SF VEHICULAR USE) 7,119 SF 285 GRAPHIC SCALE 11 0 15' 30' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc Toll Free (800) 592-7981 www.cgaconennants.com DESIGNED: #### DATE' #### DRAWN:#### DATE #### CHECKED: #### DATE' #### APPROVED: #### DATE• #### 3 12 KOTHE AVE WATERLOO, IOWA LANDSCAPE PLAN PROJECT NO. 23-DS-0021 SHEET NO. EX.02 -44- Page 75 of 609 Applicant: Email: City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 Offer to Vacate and Purchase City Right -of -Way Li Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement ❑ Sale of City -Owned Property iJ; had m a 5, c Address: 3 Phone No.: '31 `t . S2`t',' 1"7 a 111hetC)_yytGslc0yct.kt COn1 General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): 5E 1e., C4- Legal description of at ea 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 Price*[Note: If the offer price meets the Sale of Property Policy (see attached)1 he request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: ON Of Gad (04 Offer Price for Entire Area: % 00. DO 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: A647-4e_rica_4 V1 04fieLine (no \Ta t 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. i / 11/1J —VA%I Si 6 Applicant 30,a3 Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements -45- Page 76 of 609 INTENT TO VACATE City of Waterloo Planning and Zoning 715 Mulberry Street Waterloo, IA 50703 We the undersigned, as adjoining property owne •s of right-of-way request d to be vacated and generally described as (address or general location): Gb. i �a Ro gyp tre , waive any further right to receive mailed notice of the public hearing and have no objection to the right-of-way being vacated and have been offered the opportunity to buy a portion of the right of way. We wish to make the following known (check which applies): We/I wish to purchase from the City the one-half of the right-of-way that adjoins our/my property (sign and date below and complete items 1-3). We/I wish to purchase from the City the entire portion of the right-of-way that adjoins our/my property. This is contingent upon the property owner opposite ours/mine choosing not to purchase their/his or her half (sign and date below and complete items 1-3). We/I do not wish to purchase from the City any portion of the right-of-way (sign and date below and leave items 1-3 blank). Atilt tik ignaf a of adjoining property ow ) ' L : .1 Address 38005 Date (3L°)-0?O S 7 O sca_ COna.� Phone Email ja.Gwc. 1. Offer Price [Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Portion of Alley You Intend to Purchase: 2. Transfer of Ownership: In what name(s), company or corporation shall the property be assigned to? (Give special attention to spelling as these names will be verified and transposed as submitted onto the deed.) 3. Deed: At the time of the buyer's final liayment, the sellers shall convey the premises to the buyers by quitclaim deed. Please indicate the legal form you wish to be transferred in (i.e., as tenants -in - common, joint tenancy with full rights of survivorship, or as individual ownership.) GUV tcX 1< Owe x Sip -46- Page 77 of 609 Description — alley vacate: That part of the platted alley in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, lying north of the north line of Brees Street as currently platted, and lying south of a line that is 101 feet from and parallel with the Southwesterly right of way line of the Illinois Central Railroad (now Chicago, Central and Pacific), subject to the retention of a public utility easement over, under, across and upon the above described area. Description — conveyance to Nihad Masic: That part of the platted alley in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, lying north of the north line of Brees Street as currently platted, and lying south of a line that is 101 feet from and parallel with the Southwesterly right of way line of the Illinois Central Railroad (now Chicago, Central and Pacific), except the west half of said alley adjoining Lots 1 and 4 of said Block 3, subject to the retention of a public utility easement over, under, across and upon the above described area. Description — conveyance to Alyssa A Roney: The west half of the platted alley adjoining Lots 1 and 4 in Block 3 of Rosebud Addition, City of Waterloo, Black Hawk County, Iowa, subject to the retention of a public utility easement over, under, across and upon the above described area. Page 78 of 609 September 13, 2022 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: Request by Raymond Sheppard to vacate city owned alley right-of-way in the "R-2" One and Two Family Residence District located north of 108 Bishop Avenue. Raymond Sheppard, 108 Bishop Avenue, Waterloo, Iowa 50707 Request by the Raymond Sheppard to vacate 9,560 square feet of alley. The request to vacate will not have a negative impact on the surrounding neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated is not being used as city right-of-way. There are no sidewalks in the near vicinity. The nearest trail is the Cedar Valley Lakes Trail located approximately 0.3 miles to the southwest. The site is zoned "R-2" One and Two Family Residence District and has been zoned as such since being rezoned from "M-1" Light Industrial District on November 18, 1996. Neighboring land uses and zoning: North — Vacant Land and Residences zoned "R-2" One and Two Family Residence District. South — Vacant Land zoned "M-1" Light Industrial District. East — Residences zoned "R-2" One and Two Family Residence District. West — Residences zoned "R-2" One and Two Family Residence District The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. The area is composed of single-family residences built between 1980 and 2019. No portion of the vacate area is located within a floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 0188F, dated July 18, 2011. Vacate -Alley North of 108 Bishop Page 1 of 5 Page 79 of 609 September 13, 2022 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. Highland Elementary School is located approximately 1 mile to the northwest, Bunger Middle School is located 1.25 miles to the southeast, and East High School is 2.2 miles to the northwest. Maywood Park is located approximately 0.29 miles to the northeast. An 8" Sanitary Sewer is located under Bishop Avenue and a storm sewer is located westerly of the Ogden Avenue right-of- way line. A 25' utility easement will need to be retained over the storm sewer area. 2S j91 a=o.WYANOOTTE O9. O tip.,,, Si, O .. .� M - k '� .. i - �.. <F e • V Fi2M 1/23b 'n /2E - fz,MAYWOOD" „5 1/7;:, • 1 2 3 4 5 6 7 8 9 10 11 2 24 //0 23 2 2 21 20 19 E— a. 8 17 16 15 14 • li /is I //i 2nd FILING - ;o9 o/06 —.+ -j. II1909 h /OS spa ry --CS �y �yy�� 9 N t� 4 41 '; 0 ryy -i ., �y ; 4-3,,_. '-„,4 'V9J lV N ,% h iV Rf 1' NA s7 iz l77 c _• r+ "R S e6"/a /z, /.z• //B /2• /02 ^.l• 29 OSA E f7YE-1yUE giUZniCk RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: The Future Land Use Map designates this area as Low Density Residential. The request would be in conformance with the Comprehensive Plan and Future Land Use Map for this area. The applicant is requesting to vacate an approximately 9,560 square feet alley located north of 108 Bishop and 2237 Osage Drive, to place a pool and deck in the area. The applicant owns the property at 108 Bishop and the property to the north. A storm sewer line is located westerly of the Ogden Avenue right-of-way line and runs parallel to Ogden Avenue. It is within the alley being vacated therefore a 25 foot easement will need to be maintained over the subject storm sewer area. Vacate -Alley North of 108 Bishop Page 2 of 5 Page 80 of 609 September 13, 2022 Picture 1: Looking northeast from the corner of Bishop Street and Osage Road toward the property requesting the vacate. Picture 2: Looking west from Ogden Avenue. Vacate -Alley North of 108 Bishop Page 3 of 5 Page 81 of 609 September 13, 2022 Picture 3: Looking past 108 Bishop Avenue toward the vacate area. Picture 4: Looking from Bishop Avenue toward the approximate vacate area. Vacate -Alley North of 108 Bishop Page 4 of 5 Page 82 of 609 September 13, 2022 STAFF ANALYSIS — SUBDIVISION ORDINANCE: There is no platting in relation to this request. TECHNICAL REVIEW COMMITTEE There were no comments from Tech Review. STAFF RECOMMENDATION: Therefore, staff recommends the request to vacate city owned right-of-way in the "R-2" One and Two Family Residence District located north of 108 Bishop Avenue, be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is not needed for right-of-way. And subject to the following condition(s): 1. That a 25' utility easement be retained over the storm sewer located westerly of the Ogden Avenue right-of- way line. Vacate- Alley North of 108 Bishop Page 5 of 5 Page 83 of 609 September 13, 2022 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: Request by Raymond Sheppard to vacate city owned alley right-of-way in the "R-2" One and Two Family Residence District located north of 108 Bishop Avenue. Raymond Sheppard, 108 Bishop Avenue, Waterloo, Iowa 50707 Request by the Raymond Sheppard to vacate 9,560 square feet of alley. The request to vacate will not have a negative impact on the surrounding neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the area to be vacated is not being used as city right-of-way. There are no sidewalks in the near vicinity. The nearest trail is the Cedar Valley Lakes Trail located approximately 0.3 miles to the southwest. The site is zoned "R-2" One and Two Family Residence District and has been zoned as such since being rezoned from "M-1" Light Industrial District on November 18, 1996. Neighboring land uses and zoning: North — Vacant Land and Residences zoned "R-2" One and Two Family Residence District. South — Vacant Land zoned "M-1" Light Industrial District. East — Residences zoned "R-2" One and Two Family Residence District. West — Residences zoned "R-2" One and Two Family Residence District The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. The area is composed of single-family residences built between 1980 and 2019. No portion of the vacate area is located within a floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 0188F, dated July 18, 2011. Vacate -Alley North of 108 Bishop Page 1 of 5 58 Page 84 of 609 September 13, 2022 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. Highland Elementary School is located approximately 1 mile to the northwest, Bunger Middle School is located 1.25 miles to the southeast, and East High School is 2.2 miles to the northwest. Maywood Park is located approximately 0.29 miles to the northeast. An 8" Sanitary Sewer is located under Bishop Avenue and a storm sewer is located westerly of the Ogden Avenue right-of- way line. A 25' utility easement will need to be retained over the storm sewer area. 2S j91 WYANOOTTE O 9. O tip.'D y6-, O .• M - k ,1.. - �.. <F e • V F5.9 i2M /24 i r2L- 1/23b 'n /2E M AYW OOD - 1 " 1,2 //8 1, 3: 1 2 3 4 5 6 7 8 9 10 11 2 24 23 22 21 20 19 IL-,1 17 16 15 14 • 11 //o I !!' ,c_Da e/06 2nd —�+ FILING -j. - II;o97 I/07 h !OS /02 '}„, yQhas ' 9J yN� ri •,l V h 19 ii ''''N N ry M i 'h M1 � N A 4,4,3,,, •7"z of, c•r+ V .f 8d�� + OS/%%6. E 0 0 "R S e6�/a 5G \P} I! k2-4 U& giWaiCk //8 2_ /02 J9 RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: The Future Land Use Map designates this area as Low Density Residential. The request would be in conformance with the Comprehensive Plan and Future Land Use Map for this area. The applicant is requesting to vacate an approximately 9,560 square feet alley located north of 108 Bishop and 2237 Osage Drive, to place a pool and deck in the area. The applicant owns the property at 108 Bishop and the property to the north. A storm sewer line is located westerly of the Ogden Avenue right-of-way line and runs parallel to Ogden Avenue. It is within the alley being vacated therefore a 25 foot easement will need to be maintained over the subject storm sewer area. Vacate- Alley North of 108 Bishop Page 2 of 5 59 Page 85 of 609 September 13, 2022 Picture 1: Looking northeast from the corner of Bishop Street and Osage Road toward the property requesting the vacate. Picture 2: Looking west from Ogden Avenue. Vacate -Alley North of 108 Bishop Page 3 of 5 60 Page 86 of 609 September 13, 2022 Picture 3: Looking past 108 Bishop Avenue toward the vacate area. Picture 4: Looking from Bishop Avenue toward the approximate vacate area. Vacate -Alley North of 108 Bishop Page 4 of 5 61 Page 87 of 609 September 13, 2022 STAFF ANALYSIS — SUBDIVISION ORDINANCE: There is no platting in relation to this request. TECHNICAL REVIEW COMMITTEE There were no comments from Tech Review. STAFF RECOMMENDATION: Therefore, staff recommends the request to vacate city owned right-of-way in the "R-2" One and Two Family Residence District located north of 108 Bishop Avenue, be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is not needed for right-of-way. And subject to the following condition(s): 1. That a 25' utility easement be retained over the storm sewer located westerly of the Ogden Avenue right-of- way line. Vacate- Alley North of 108 Bishop Page 5 of 5 62 Page 88 of 609 City of Waterloo Planning, Programming and Zoning Commission September 13, 2022 R-3 IESSEX CDR* Ire 2 0 2 F z IN to l� I� 1 w > CLIFTONI AVI Iz 1¢ wC-1 �. w cZ___Jw IU ERICAVE 'I 1 L Jw n MANIT AAVE' C-1 ARBORN VE 0 9 0 z O SHU ZST LC it Oy R=2 co -°a `O ?P O w LL LL z DEARBORN AVE* 0) R-2,C—Z ARCHER C-1,C—Z A-1 VE C 7F. A-1 W Q A=1—A=1 a A—A=1 A-1 A11 A 1 ARBOR LN * o ARCHER AVE' 0 0 COTTAGE GROVE AVE EARBORN AVE MULBERRY ARCHER AVE ST 0 0 x czi FRANKLIN ST JN MULBERRY ST z 0 cc CALHOUN w SHULTZ ST ST z w (7 O ROOSEVELT ST ANN ST OSAGE AVE FULTON ST WYANDOTTE 2 N W ST 0 n W 0 r••••••f %4* > •a ., COTTAGE GROVE AVE 1- BUTLER AVE 0 0 DEARBORN AVE R-2, C—Z A-1 SKYVIEW RD OSAG North of io8 Bishop Alley Vacate Raymond Sheppard 63 r� on cnn City of Waterloo Planning, Programming and Zoning Commission September 13, 2022 OSAGE AVE OSAGE AVE Legend Alley to be vacated 108 Bishop OSAGE AVE io8 Bishop Alley Vacate „�-" .� /kr � �// 6_ O .1V _ Raymond Bishop s %rIoo \° 50 25 0 50 Feet 64 Pnnr')(1 of 6f3O ()Beacon' Black Hawk County, IA Parcel ID 891229384003 Sec/Twp/Rng n/a Property Address 108 BISHOP AVE WATERLOO 940001 District Alternate ID n/a R n/a Class Acreage Overview Legend Water 0 Parcels Owner Address COX, KENNETH F 180 BISHOP AVE WATERLOO, IA50707 Brief Tax Description AUDITOR RAINBOWS PLAT MAYWOOD SECOND FILING WATERLOO LOTS 17 THRU 24 BLK 23 TITLE #000714724085 VJN #R090857A&B (Note: Not to be used on legal documents) These maps do 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. These maps are compiled from official records, including plats, surveys, recorded deeds, and contrads, and only contain information required for local government purposes. See the recorded documents For more detailed legal information. Date created:8/15/2022 Last Data Uploaded: 8/13/2022 12:32:39 AM Developed by(l Schneider !� GEOSPATIAL 65 Page 91 of 609 PERM NAME:._._....._. ._ i ADDRESS I 71 At — ............ ;._...'..........._ ... . r ....:....... ...........,....... • • • > _ ................ ._ ._ . LEGAL DESCRIPTION . i • - F tj j} hi l>.1� l f� [ I • jt _. ...._. _.. . 5...._ €._.........................._........,..... APPROVALS ..._............ _....._._..... __...__.._.._. _ .._ ............._ ......._... _.._...._..._.... _........................._....... USEONLY LotDmensions: `c X .... _....._.......;-......... . ... _..._„...... -.. _............_' :..............,... ...._ ......... .................... rv..• ... �} Lot Area .� • •-: - : : EF • • • •" Use • s- -�- ....i Front Yard (av (average) ' 1 a _._...._._ ;.. .. I ••.... _. _.... Side Yard' • •_ .. 1 _ _ t Accessory Bldg Attatched sq €......__;_. ; ............_.._................._.._ , ....... __ W- �� . : € . I_ .P7 6% or 850 sq It 9 C".i - {.. ._ Siding Materi p ... I ii ;. _.._....._._.......�.-- - Bldg. Height _. _._..........----._.....;..�.._ ...........................................__._..�..._......_._....E................................_. Flood Pain? kLi --....._........... .... _. { 1 Hist. Significance? r... -......... Corr./Main St ? x E E; _................ .r.t,�..,. _Fill .........._.._Hwy oved?' Brought'n or Removed • t .»_........... If Removed, where to ? •: t tj .........._..�....�... ..:. I r Commercial Site Plan : Attach Comm. Sheet Sign -oft Legal nonconforming? ........t..._ .............-.._...................._..._• _........:........._.__...;........... �•�:•.... ....._.._.•............. .........._.._........ CURA/Ez? - _ ` ......'.._... 's / i I I € I : t i I CSR Site Approval 9 Sidewalks : .............._ ...._........._......L. . . ..... _.... . � ......:.... Driveways ._.L.L.: `...... -•-• Waiver Grade Required ? { z .... _. __ ........ Street /Alley Access • S _ _ .. _. _. ...._._.....;....._.._ ....... .............'................... _...._ .................._.._. ....._.._._..................._..........._.............._......_...._......_.._ ..._ ...... =... _......_..._ ....._......... _ ........ _ _ .. ............... _ ......_ .................... _..._. _...... _.... owable if Street Access is Existing} Corner2nd ......_._.... i ,.._........ _. _............. ..'... Accless by CityEngineerApproval Only ;..;....._._...... : x `... ......_............ ENGINEERING DEPT. ; ._. ,... ..... ._.... .L........._.. ..- ......................_. - .._.�....._._ r^ I N SCALE 1" = Cali Before You Dig! FOR PERMIT APPLICATION PERMIT APPLICATION FOR : C/F( X COUNTY iow CALL . 1-OOO 292.8989 PLAT No1Niredlon service for locating underground 66 Page 92 of 609 INTENT TO VACATE City of Waterloo Planning and Zoning 715 Mulberry Street Waterloo, IA 50703 We the undersigned, as adjoining property owners of rigliit-of-way to be vacated and generally described as (address or general location): J0 �j 1y� �U� , waive any further right to receive mailed notice of the public hearing and have no objection to the right-of-way being vacated and have been offered the opportunity to buy a portion of the right of way. We wish to make the following known (check which applies): }. We/I wish to purchase from the City the one-half of the right-of-way that adjoins our/my property (sign and date below and complete items 1-3). We/I wish to purchase from the City the entire portion of the right-of-way that adjoins our/my property. This is contingent upon the property owner opposite ours/mine choosing not to purchase their/his or her half (sign and date below and complete items 1-3). We/I do not wish to purchase from the City any portion of the right-of-way (sign and date below and leave its 1-3 blank). 2 2 _ 27 et,tet:477- Sigh zture of adjoining prose try owner Date `s\cQ \\L)e- 01(57 517 Address Phone Email 1. Offer Price [Note: If the offer price meets the Sale of Property Policy (see attagred) the requ-.t will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Portion of Alley You Intend to Purchase: Coo, o2 2. Transfer of Ownership: In what name(s), company or corporation shall the property be assigned to? (Give special attention to spelling as these names will be verified and transposed as submitted onto • the deed.) fideecL) (10) /0/OY140/00 .sh(EP R t i 3. Deed: At the time of the buyer's final payment, the sellers shall convey the premises to the buyers by quitclaim deed. Please indicate the legal form you wish to be transferred in (i.e., as tenants -in - common, joint tenancy with full rights of survivorship or as individual own rship.) , g 67 Page 93 of 609 INTENT TO VACATE City of Waterloo Planning and Zoning 715 Mulberry Street Waterloo, IA 50703 We the undersigned, as adjoining property owners of right-o -way reque ed to be vacated and generally described as (address or general location): s - waive any further right to receive mailed notice of the public hearing and have no o .jection to the right-of-way being vacated and have been offered the opportunity to buy a portion of the right of way. We wish to make the following known (check which applies): We/1 wish to purchase from the City the one-half of the right-of-way that adjoins our/my property (sign and date below and complete items 1-3). We/I wish to purchase from the City the entire portion of the right-of-way that adjoins our/my property. This is contingent upon the property owner opposite ours/mine choosing not to purchase their/his or her half (sign and date below and complete items 1-3). We/I do not wish to purchase from the City any portion of the right-of-way (sign and date below and leave items 1-3 blank). ing property owner e Address 6-0202-go Date SIB - Phone Email 1. Offer Price [Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price - Deductions = Value of Property: Offer Price for Portion of Alley You Intend to Purchase: 2. Transfer of Ownership: In what name(s), company or corporation shall the property be assigned to? (Give special attention to spelling as these names will be verified and transposed as submitted onto the deed.),'- ( onr"e JoknSc�s171 3. Deed: At the time of the buyer's final payment, the sellers shall convey the premises to the buyers by quitclaim deed. Please indicate the legal form you wish to be transferred in (i.e., as tenants -in - common, joint tenancy with full rights of survivorship, or as individual ownership.) Ind( VjCJ[(aI ow�nev � 68 Page 94 of 609 INTENT TO VACATE City of Waterloo Planning and Zoning 715 Mulberry Street Waterloo, IA 50703 We the undersigned, as adjoining property owners of right-pf--w requested to be vacated and generally described as (address or general location): / ZI © C -Cn VG , waive any further right to receive mailed notice of the public hearing and-Vave no objection to the right-of-way being vacated and have been offered the opportunity to buy a portion of the right of way. We wish to make the following known (check which applies): >(We/I wish to purchase from the City the one-half of the right-of-way that adjoins our/my property (sign and date below and complete items 1-3). We/I wish to purchase from the City the entire portion of the right-of-way that adjoins our/my property. This is contingent upon the property owner opposite ours/mine choosing not to purchase their/his or her half (sign and date below and complete items 1-3). We/I do not wish to purchase from the City any portion of the right-of-way (sign and date below and leave items 1-3 blank). ignature of adjoining property owner }Li (250(en .4),-p, Address Address 90? Date 3/7 61o4fl •ted/1 , S0-;tr Gv,& pfIjoflCOM Phone Email 1. Offer Price [Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Cointnittee.] • Asking price (see attached Sale of Property Policy for how calculated): 4 l t 1 • Deductions • • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Portion of Alley You Intend to Purchase: 2. Transfer of Ownership: In what narne(s), company or corporation shall the property be assigned to? (Give special attention to spelling as these names will be verified and transposed as submitted onto the deed.) yal [/'ali150 )1 3. Deed: At the time of the buyer's final payment, the sellers shall convey the premises to the buyers by quitclaim deed. Please indicate the legal form you wish to be transferred in (i.e., as tenants -in - common, join tenancy with fu I rights of survivorship, or as individual ownership.) (\ ; v',�Ck O vl ht4 ir511 kp 2C-v,0o 69 Page 95 of 609 City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 Offer to Vacate and Purchase City Right -of -Way ❑ Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement ❑ Sale of City -Owned Property Applicant: Liyy-v:yy\b,\.\ q, ro /- ddress: ob e,5 kac) uePhone No.r l Srd T5- / Email: c-QrSevp31q L liY\U� , ( 's 1 General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): Legal description of area to be conveyed, vacated, or encroached: Oic-Oort-0339 1. A non-refundable filing fee(s) shall be made as follows (checks payable to City of Waterloo): • Right-of-way vacation — One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated —No Fee • Any request not meeting the Sale of Property Policy — One Hundred Dollar ($100.00) Fee 2. Offer Price*[Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement's: 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 regge�v glvps, tiot;ahconsh ti+n as the reason for the requ t. X /� ir/C'',1,142, \;,..\ ../ - ..-----, MO A e tp,pckA ja 8- il-Lz A pi ant 4omenF�' Name Nil Date *Not re`q►iiore vacs es sidewal vacates • ents / o 0 '7n r 3 0\el In _SO n~---- Page 96 of 609 Prepared by Christopher S. Wendland, P.O. Box 596. Waterloo, IA 50703. 319-234-5701 DEVELOPMENT AGREEMENT — Phased Development This Development Agreement (the "Agreement") is entered into as of C, 7 f , 2023 by and between Mann Road Storage, LLC (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 University Avenue Area Urban Renewal and Redevelopment Plan Area ("Urban Renewal Area"). B. Company is willing and able to finance and undertake rehabilitation of an existing commercial property located in the Urban Renewal Area and to construct additional improvements. C. City considers remedying blight and supporting 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. City believes that the development of the Property (defined below) is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project 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 is the owner, or is under contract to acquire, commercial structures located on real property at 3810 and 3840 University Avenue, Waterloo, described on Exhibit "A" attached hereto (the "Property") and consisting of tax parcel nos. 8913-20-254-015, 8913-20-354-016 and 8913-20-276-016. Company will undertake the Project (defined below) upon the Property or sell the Page 97 of 609 Property in one or more transactions to one or more third -party developers for construction of buildings for office or commercial use or mixed office -commercial use, and related parking, landscape, and other improvements to the building and grounds. Company will divide the Property into three parcels, referred to herein as the "Main Parcel," the "Corner Parcel," and the "Remnant Parcel," the approximate area and dimensions of which are indicated on Exhibit "A-1" attached hereto. Legal descriptions for the divided parcels will be determined at a later time. 2. Improvements by Company; Schedules. Company agrees that the Phase 1 Improvements, Phase 2 Improvements, and the Outlot Improvements (all as defined below) and related landscaping and parking improvements (collectively, the "Improvements") shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. 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 Main Parcel, the Remnant Parcel, the Improvements, and all development -related work to make the Main Parcel and the Remnant Parcel usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". A. Phase 1. Company shall upgrade and renovate the Main Parcel structure to make it suitable for a climate -controlled storage building, and shall further make improvements to building exterior and parking lot, and shall otherwise renovate and improve the Property in accordance with the Plans or Modified Plans (defined below) (all of the foregoing renovations and improve- ments are collectively referred to as the "Phase 1 Improvements"). Company's minimum estimated investment in the Improvements is $6,000,000. Company shall obtain a building permit and commence the Phase 1 Improvements within six (6) months after the date of this Agreement and shall Substantially Complete same within twenty-four (24) months after the date of this Agreement (the "Phase 1 Completion Deadline"). For purposes of this Agreement, "Substantially Complete" means the date on which a phase of Improvements have been completed in accordance with the Plans or Modified Plans to the extent necessary for the City to issue a certificate of occupancy relating thereto. B. Phase 2. Company shall construct, or cause to be constructed, upon the Remnant Parcel a mixed used commercial building and related landscaping and parking improvements (collectively, the "Phase 2 Improve- ments"). Company shall obtain a building permit and commence the Phase 2 Improvements within sixty (60) months after the date of this Agreement and shall Substantially Complete said improvements within eighteen (18) months thereafter. 2 4874-0161-1832, v. 1 Page 98 of 609 C. Future Phases. Company is exploring and developing plans to construct, or cause to be constructed, upon the Property one or more additional outlot buildings and related landscaping and parking improvements (collectively, the "Outlot Improvements"). Development criteria and related incentives may be added to this Agreement by a mutually agreeable amendment. Company may obtain a building permit and commence the future phased Improvements within fifteen (15) years after the date of this Agreement and with the expectation that it will Substantially Complete said improvements within eighteen (18) months of each commencement date. 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 the 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 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 Modified Plans in whole or in part, Company shall submit new or corrected Modified Plans within thirty (30) days after receipt by Company of written notification of the rejection, accomplished by a written statement of the City specifying the respects in which Company's Modified Plans fail to conform to the requirements of this Section. The provisions of this Section relating to approval, rejection and resubmission of corrected Modified Hans shall continue to apply until the Modified Plans have been approved by the City; provided, however, that in any event Company shall submit Modified Plans which are approved by City prior to commencement of construction of the additional or modified Improvements. 3 4874-0161-1832, v. 1 Page 99 of 609 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. City Activities in Aid of Project. A. Rebates and Grants. City shall provide property tax rebates and grant payments to Company as set forth elsewhere in this Agreement. B. Street Vacate. Subject to the conditions set forth in this paragraph, City will vacate and deed to Company a portion of the frontage road (the "Vacated Frontage") as indicated on Exhibit "A-2" attached hereto within ninety (90) days after the date of this Agreement. Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; and (c) general utility and right-of-way easements. City shall have no duty to convey title to Company until Company delivers to City reasonable and satisfactory proof of financial ability to undertake and carry on the Project, which may take the form of a lending commitment letter. 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. If title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement. For purposes of this Agreement, the parties agree that the Vacated Frontage has a value of $469,576.80, The Vacated Frontage will contribute to the increase in assessed value as determined by the Black Hawk County Assessor. C. Infill Grant. As provided in the City's infill housing policy, City will pay a grant of $5,000.00 for timely completion of each dwelling unit within the Phase 2 Improvements. Each such grant will be payable to Company with respect to a given unit within ninety (90) days after City has verified that such unit has been Substantially Completed. 5. Utilities. Company will be responsible, at its own cost, for extending water, sewer, telephone, telecommunications, electric, gas and other utility services to any location on the Property and for payment of any associated connection fees. 6. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all 4 4874-0161-1832, v. 1 Page 100 of 609 other charges whatsoever levied upon or assessed or placed against the Main Parcel. 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 assessed valuation for the Main Parcel as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the amount of $4,561,900.00 (the "Minimum Actual Value"), through: (i) willful destruction of the Main Parcel, Improvements, or any part of either; (ii) a request to the Assessor of Black Hawk County; or (iii) 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 execution and delivery of this Agreement. In connection with construction of Phase 2 Improvements, the parties will execute and record a separate amendment to the MAA for the purpose of increasing the Minimum Actual Value by no less than $2,000,000.00. If Company undertakes and completes construction of Outlot Improvements that increase the Minimum Actual Value by an amount to be determined by amendment hereto, and if Company desires to obtain Rebates with respect to such additional improvements, then Company shall execute and deliver an appropriate additional amendment to the MAA. 7. Property Tax Rebates. Provided that Company has, in the opinion of the county assessor, completed the Improvements as set forth herein to an assessed value of at least $3,400,000.00 and has executed the MAA as set forth in Section 6, and subject to annual appropriation by the city council, the City agrees to semi-annually rebate property taxes (with the exceptions noted below) as follows: 50% rebate for each of Years One through Ten, inclusive, for any taxable value over the January 1, 2022 value of $1,973,060.00 (each such payment is a "Rebate"). If Company timely completes the Phase 2 Improvements as provided in this Agreement, then the Rebate payment schedule shall be extended with respect to Phase 1 and Phase 2 for an additional five (5) years. Rebates with respect to any Outlot Improvements, and a schedule for payment of such Rebates, shall be determined by amendment hereto, but shall be for a period of at least five (5) years on the same basis as set forth above. Each Rebate is payable in respect of a given property tax fiscal year (a "Fiscal Year") only to the extent that (a) Company or a developer, and successors, have 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 (Le., the "March Installment"), submit a completed Rebate 5 4874-0161-1832, v. 1 Page 101 of 609 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 an assessed value of the Improvements of no less than $3,400,000.00 and not based on a prior Fiscal Year for which the assessment is based solely upon (x) the initial value of the Property, or upon (y) the value of the Property and a partial value of the improvements due to completion of such Improvements to an extent less than $3,400,000.00 in assessed value, or a partial Fiscal Year. As an example of the above provision, in the event the Phase 1 Improvements on the Property are completed in 2023 and the Property and Improvements are assessed as completed to the extent of at least $3,400,000.00 as of January 1, 2024 based on the Plans or Modified Plans, the property taxes that would be assessed based on the January 1, 2024 assessed value would be for the Fiscal Year ending June 30, 2026, with the taxes payable one-half by September 30, 2025 and one-half by March 31, 2026, then the first Rebate could be applied for after March 31, 2026 and prior to April 1, 2027. 8. 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 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 6 4874-0161-1832, v. 1 Page 102 of 609 the suspended provision. To this end the provisions of this Agreement are severable. B. Notwithstanding the provisions of Section 7 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 7 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 7, 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. 9. Contingent Grant Payments. The parties contemplate that improvement projects for new construction may occur on the Main Parcel, Corner Parcel and the Remnant Parcel by third -party developers. If, during the period that any Rebate is payable to Company hereunder, City, with the consent of Company, enters into a development agreement (a "Third -Party DA") providing rebates to the developer (a "Developer") of any of such parcels, then the Developer shall be entitled to such rebates, but if the Third -Party DA does not provide for rebates to the Developer, Company shall be entitled to a semi-annual grant (a "Grant") equal to 50% of qualifying property taxes actually collected by City (excluding non-TIF Collections) for the 5-year period after the first full Fiscal Year for which the assessment of a Developer parcel 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 initial value of such parcel, or upon (y) the value of such parcel and a partial value of the improvements due to partial completion of such improvements or a partial Fiscal Year. Grant payments are payable in respect to a given year only to the extent that general property taxes that are due and owing for such year have actually been paid. Grant payments shall be subject to the limitations of Section 8, as if such payments were Rebate payments. 7 4874-0161-1832, v. 1 Page 103 of 609 10. 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 have been Substantially Completed, when reasonably requested by the City the Company shall make such reports to City, in such detail as to the actual progress of Company with respect to construction of the Improvements. C. Company will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. The Main Parcel will have a taxable value as set forth in the MAA, and Company agrees that the minimum actual value of the Main Parcel and completed Phase 1 Improvements as stated in the MAA will be a reasonable estimate of the actual value of the Main Parcel and Phase 1 Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Phase 1 Improvements that, when combined with the value of the Main Parcel and related site improvements, will equal or exceed the assessor's minimum actual value for the Main Parcel and Phase 1 Improvements as set forth in the MAA. E. The Main Parcel and the Remnant Parcel will have an aggregate assessed value as set forth in the amended MAA, and Company agrees that the minimum actual value of said parcels and completed Improvements as stated in the amended MAA will be a reasonable estimate of the actual value of said parcels and Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Phase 2 Improvements and, if applicable, the subsequent Improvements, that, when combined with the value of the Main Parcel and related site improvements, will equal or exceed the assessor's minimum actual value for the Main Parcel, the Remnant Parcel, and the Improvements as set forth in the amended MAA. F. Until termination of the MAA, Company will maintain, preserve and keep the Main Parcel and the Remnant Parcel, 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. 8 4874-0161-1832, v. 1 Page 104 of 609 G. 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. H. During the period that any Rebate or Grant is payable to Company under this Agreement, 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. I. 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. 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. 11. Conditions to City Funding. A. The complete or initial funding by City of the Rebates, Grants 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 or Grant disbursement date, this Agreement shall not terminate but payment of a Rebate or Grant may be delayed until the applicable conditions to disbursement of funds are satisfied or waived. The delay in payments 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 or Grant 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 costs and liabilities they may each so incur prior to a Rebate or Grant 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 9 4874-0161-1832, v. 1 Page 105 of 609 and Grant payments, is subject to completion and satisfaction of certain separate city council actions and required legal proceedings relating to the creation of a tax increment financing (TIF) district, 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 or Grant payment date, of each of the following conditions precedent: (i) The representations and warranties made by Company in Section 14 shall be true and correct as of the Rebate or Grant 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 and the MAA. (iii) There has not been, as of the Rebate or Grant 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. 12. 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 120 days from the date this Agreement is approved by the City council. If such completion does not occur, then this Agreement shall be deemed canceled and shall be null and void. 13. 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. 14. Representations and Warranties of Company. Company hereby represents and warrants as follows: 10 4874-0161-1832, v. 1 Page 106 of 609 A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. 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. C. This Agreement has been duly and validly authorized, 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. D. 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 the articles of organization or operating agreement of Company or 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. E. 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. 15. 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. 11 4874.0161-1832, v. 1 Page 107 of 609 16. 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 the Property or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of 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 misconduct of any person, other than any act of negligence or misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any misrepresentation, any 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 of 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 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. 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, the Property (except to a Developer as such term is used in Paragraph 9), or this Agreement (other than an assignment to a secured party of the interest of Company in Rebates or Grants), without the prior written consent of City; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against the Property; 12 4874-0161-1832, v. 1 Page 108 of 609 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 or the MAA; 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 the 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 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 (excluding recovery of any sums paid by City to Company before the date of termination). 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 13 4874-0161-1832, v. 1 Page 109 of 609 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. 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. 20. 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. 21. 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 6407 Partners Avenue, Marion, IA 52302, Attn: Chad Pelley. 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. 14 4874-0161-1832, v. 1 Page 110 of 609 22. 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. 23. 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. 24. 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. 25. 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. 26. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 27. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 28. Entire Agreement. This Agreement 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. 29. 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. 15 4874-0161-1832, v. 1 Page 111 of 609 CITY OF WATERLOO, IOWA MANN ROAD STORAGE LC By: By: Quentin M. Hart, Mayor Chad Pelley, Managing Member Attest: Kelley Felchle, City Clerk PERSONAL GUARANTY. The undersigned members and/or managers of Company hereby agree for themselves and their heirs, personal representatives, and assigns, to unconditionally guarantee to City, its successors and assigns, the full and prompt performance by Company, its successors and assigns, of all promises and covenants on the part of Company to be performed pursuant to the foregoing Agreement, including but not limited to the duties of indemnity set forth therein, if any. Liability of guarantors hereunder is joint and several. r�_ 16 4874-0161-1832, v. 1 Page 112 of 609 EXHIBIT "A" Legal Description of Property UNPLATTED WLOO WEST PART OF SE NE & NE SE SEC 20 T 89 R 13 DESC AS COM ATA PT 193 FT N OF THE SE COR LOT 30 CENTENNIAL ADDITION TH N 539 FT TH E 579. 08 FT TH S 441.27 FT TH W 200 FT TH S 355 FT TH NELY 385.52 FT TH N 145.43 FT TH NWLY 10.7 5 FT TO PT OF BEG; AND CENTENNIAL ADDITION ALL LOTS 2 6, 27, 28 & 29 EXC W 26 FT OF EACH & ALL THAT PART LOT 30 EX C W 26 FT IN EVEN WIDTH LYING N OF REAL ESTATE CONVEYED TO CITY OF WATERLOO IN QUIT CLAIM DEED B 489 P 163 & CEDARLOO PARK WATERLOO LOT W-115; AND CENTENNIAL ADDITION PART OF LOT 30 COM AT SE COR SAID LOT 30 TH NWLY ALONG SLY LINE LOT 30 41.8 FT TO PT OF BEG TH NWLY ALONG SLY LINE LOT 30 A DIST OF 139.5 FT TH N 150 FT TH SELY ALONG A LINE PAR WITH SLY LINE SAID LOT 30 139.5 FT TH S 150 FT TO PT OF BEG & ALSO E 6 FT W 26 FT LOTS 27, 28, 26 & 29 CENTENNIAL ADDITION & E 16 FT W 26 FT LOT 30 CENTENNIAL ADDITION; AND Portion of frontage road described on Exhibit "A-2" hereto. Page 113 of 609 EXHIBIT "A-1" Depiction of Main Parcel, Corner Parcel and Remnant Parcel See attached. Page 114 of 609 EXHIBIT "A-2" Description of Vacated Frontage See attached. Page 115 of 609 EXHIBIT "A-3" Legal Description of Main Parcel [to be furnished] Page 116 of 609 EXHIBIT "B" MINIMUM ASSESSMENT AGREEMENT Thi/ Minimum Assessment Agreement (the "Agreement") is entered into as of c - ��ff , 2023, by and among the CITY OF WATERLOO, IOWA ("City"), MA ROAD STORAGE, LLC ("Company"), and the COUNTY ASSESSOR of Black Hawk County, 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 "Main Parcel"), described in Exhibit "A-3" 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 University Avenue Area Urban Renewal and Redevelopment Plan Area including the construction of certain improvements as described in the Development Agreement (the "Minimum Improvements") on the Main Parcel, as provided in the Development Agreement (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 Main Parcel 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 the Company, the minimum actual assessed value which shall be fixed for assessment purposes for the Main Parcel and Minimum Improvements to be constructed thereon by the Company as a part of the Project shall not be less than $4,561,900.00 (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 Phase 1 Completion Deadline stated in the Development Agreement. If the Minimum Improvements are not substantially completed by said date, then the parties agree to execute an amendment to this Agreement that will extend the date specified in Section 2 below. Page 117 of 609 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, 2038. 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 Main Parcel 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 Main Parcel 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 Main Parcel or the Minimum Improvements, any interruption in, or discontinuance of, the use, occupancy, ownership or operation of the Main Parcel 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 Main Parcel 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 Main Parcel or the Minimum Improvements determined by any tax official to be applicable to the Main Parcel 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 2 4874.0161-1832, v. 1 Page 118 of 609 law, of the taxation of real property, including improvements and fixtures thereon, contained in the Main Parcel or the Minimum Improvements; or (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 4874-0161-1832, v. 1 Page 119 of 609 CITY OF WATERLOO, IOWA MANN ROAD STORAGE, LLC By: By: Quentin M. Hart, Mayor Ch Attest: Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this day of , 2023, before me, a Notary Public in and for the State of Iowa, personally appeared Quentin M. 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 ) Acknowledged before me on O Y' c , 2023, by Chad Pelley, as Managing Member of Mann Road Stora• e, LL Rhyse Pelley Commission No. 837478 My Commission Expires 02/16/2025 4 4874-0161-1832, v. 1 Page 120 of 609 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements to be constructed and the market value assigned to the land upon which the 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 subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land and building upon completion of the development shall not be Tess than Four Million Five Hundred Sixty -One Thousand Nine Hundred Dollars ($4,561,900.00) in the aggregate, until termination of the Minimum Assessment Agreement pursuant to the terms thereof. Assessor for Black Hawk County, Iowa Date STATE OF IOWA COUNTY OF BLACK HAWK Subscribed and sworn to before me on , 2023, by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa, Notary Public Page 121 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution setting date of public hearing date as May 15, 2023, to approve the request by Iowa Heartland Habitat for Humanity to locally designate 415 Walnut Street as a Historic Landmark, and direct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to locally designate the property at 415 Walnut Street as a historic landmark. This will allow the property to be eligible for State Historic Tax Credits for the buildings rehabilitation. The 415 Walnut Collective is a group working to come up with a plan to rehabilitate and reuse the building to meet the community's needs. The structure is part of the Walnut Neighborhood, which has seen extensive rehabilitation by Iowa Heartland Habitat for Humanity and JSA Development in recent years. Once a property is a Locally Designated Landmark the property will be subject to the City of Waterloo Historic Preservation design review to ensure that the property keeps its historic character. The Walnut Street Baptist Church was built in 1908 and was listed on the National Register of Historic Places in 2000. The structure sits on a triangular -shaped lot and the building takes a similar shape to the lot. The building has a very complex and unique design with many asymmetrical features. The stained glass windows are an important feature of the church. The request was approved by the Historic Preservation Commission at their regular meeting on March 21, 2023. The request was approved by the Planning, Programming and Zoning Commission at their regular meeting on April 11, 2023. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES Historic Preservation IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION Page 122 of 609 COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES None ALTERNATIVE ACTION Denying the request would cause the site to not be a Locally Designated Landmark and would not be eligible for State Historic Tax Credits. LEGAL DESCRIPTION ATTACHMENTS 1. Council Packet(Historic) Page 123 of 609 April 11, 2023 REQUEST: APPLICANT: GENERAL DESCRIPTION: Request by Iowa Heartland Habitat for Humanity to declare 415 Walnut Street (former Walnut Street Baptist Church) a Locally Designated Historic Landmark. Iowa Heartland Habitat for Humanity, 803 W 5th Street, Waterloo, Iowa 50702 The applicant is requesting that 415 Walnut Street be declared a Locally Designated Historic Landmark. IMPACT ON It would appear that the request would not have a negative impact NEIGHBORHOOD & on the area. The designation would add the building as a local SURROUNDING historic landmark, which could help developers acquire state historic LAND USE: tax credits for redevelopment. VEHICULAR & The designation would not appear to have an impact on traffic PEDESTRIAN conditions. TRAFFIC CONDITIONS: RELATIONSHIP TO The area does have an extensive sidewalk system. There are no RECREATIONAL trails in the nearby vicinity. TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY The site is zoned "C-2" Commercial District and has been zoned as FOR SITE AND such since the adoption of the Zoning Ordinance in 1969. Other IMMEDIATE VICINITY: surrounding land uses and their zoning are as follows: North — Harvest Vineyard Church zoned "C-2" Commercial District and Boys and Girls Club zoned "R-3" Multiple Residence District. South — First Presbyterian Church and residences zoned "C-2" Commercial District. DEVELOPMENT HISTORY: East — Commercial uses and Renaissance Park Apartments zoned "C-2" Commercial District. West — Commercial uses zoned "C-2" Commercial District and "R-3" Multiple Residence District. The surrounding commercial uses were built between 1879 and 1980, and the surrounding residential uses were built between 1901 and 1904. BUFFERS/ No buffering would be required as a part of the request. SCREENING REQUIRED: DRAINAGE: The request would not appear to have a negative impact upon drainage in the surrounding area as the building has existed since 1906. Page 1 of 3 415 Walnut Street — Locally Designated Landmark -56- Page 124 of 609 April 11, 2023 FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: The property in question is located within Zone X (protected by Levee) as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0189F, dated July 18, 2011. Cunningham School of Excellence is located 0.75 miles to the northeast, George Washington Carver Academy is 1.3 miles to the north, and East High School is 0.25 miles to the east. Lincoln Park is located approximately 650 feet to the southwest of the site. The project is served by existing utilities. The Future Land Use Map designates this area as Mixed Residential: Low, Medium, High Density Residential; Professional Offices; Neighborhood Commercial, and the proposed development would be in conformance with that designation. Also, the area in question is located within the Primary Growth Area. The applicant is requesting to locally designate the property at 415 Walnut Street. This will allow the property to be eligible for State Historic Tax Credits for the buildings rehabilitation. The 415 Walnut Collective is a group working to come up with a plan to rehabilitate and reuse this building to meet the community's needs. The structure is part of the Walnut Neighborhood, with has seen extensive efforts of rehabilitation from Habitat for Humanity and JSA Development in the recent years. Once a property is a Locally Designated Landmark the property will be subject to the City of Waterloo Historic Preservation design review to ensure that the property keeps its historic character. The Walnut Street Baptist Church was built in 1908 and was listed on the National Register of Historic Places in 2000. The structure sits on a triangle -shaped lot and the building takes a similar shape of the lot. The building has a very complex and unique design with many asymmetrical features. The stained glass windows are an important feature of the former church. The City of Waterloo Historic Preservation Commission voted 7-0 at their March 21, 2023 meeting to recommend approval of the request. The Technical Review Committee had no questions or concerns in relation to this request. Page 2 of 3 415 Walnut Street — Locally Designated Landmark -57- Page 125 of 609 April 11, 2023 STAFF ANALYSIS — SUBDIVISION ORDINANCE: There is no platting required as a part of this request. STAFF Therefore, staff recommends that the request by Iowa Heartland RECOMMENDATION: Habitat for Humanity to declare 415 Walnut Street (former Walnut Street Baptist Church) a Locally Designated Historic Landmark be approved for the following reasons: 1. The proposed designation would help preserve a historic building and return it to its historic character. 2. It will support the continued economic growth in the Downtown and Walnut neighborhood areas. 3. The rehabilitation of the building will bring more economic opportunities to the Walnut Neighborhood and surrounding area. Page 3 of 3 415 Walnut Street — Locally Designated Landmark -58- Page 126 of 609 City of Waterloo Planning, Programming and Zoning Commission April 11, 2023 415 Walnut Historic Nomination Habitat For Humanity -59- n ...... 1 ')7 ,.F Gnn City of Waterloo Planning, Programming and Zoning Commission April 11, 2023 415 Walnut Historic Nomination Habitat for Humanity Iowa Site Inventory Form State Inventory Number: 07-09085 ❑ New ® Supplemental State Historic Preservation Office 9-Digit SHPO Review & Compliance (R&C) Number: (January 2016) ❑ Non -extant Year: Read the Iowa Site Inventory Form Instructions carefully, to ensure accuracy and completeness before completing this form. The instructions are available on our website. • Property Name A) Historic name: Walnut Street Baptist Church B) Other names: Faith Temple Baptist Church • Location A) Street address: 415 Walnut Street B) City or town:Waterlo (❑ Vicinity) County:Black Hawk C) Legal description: Rural: Township Name: Township No.: Range No.: Section: Qtr: of Qtr: Urban: Subdivision: N.O. Munger's Block(s): 79 Lot(s): L1-2, W 20' L3-6 • Classification A) Property category: Check only one B) Number of resources (within property): ▪ Building(s) If eligible property, enter number of: If non -eligible property, ❑ District Contributin • Noncontributin • enter number of.: ❑ Site 1 Buildings Buildings ❑ Structure Sites Sites ❑ Object Structures Structures Ob'ects Ob.ects 1 Total 0 _ Total C) For properties listed in the National Register: National Register status: ® Listed ❑ De -listed ❑ NHL ❑ NPS DOE D) For properties within a historic district: ® Property contributes to a National Register or local certified historic district. ❑ Property contributes to a potential historic district, based on professional historic/architectural survey and evaluation. ❑ Property does not contribute to the historic district in which it is located. Historic district name: Walnut Street Historic District Historic district site inventory number: E) Name of related project report or multiple property study, if applicable: MPD title Historical Architectural Data Base # • Function or Use Enter categories (codes and terms) from the Iowa Site Inventory Form Instructions A) Historic functions B) Current functions 06A01 RELIGION/Church 70 VACANT/NOT IN USE • Description Enter categories (codes and terms) from the Iowa Site Inventory Form Instructions A) Architectural classification 07 LATE 19TH & EARLY 20TH CENTURY AMERICAN B) Materials Foundation (visible exterior): 03 BRICK Walls (visible exterior): 03 BRICK Roof: 08A ASPHALT/Shingle Other: C) Narrative description ® SEE CONTINUATION SHEETS, WHICH MUST BE COMPLETED -61- Page 129 of 609 Site Number: 07-09085 Address: 415 Walnut Street City:Waterlo County: Black Hawk • Statement of Significance A) Applicable National Register Criteria: Mark your opinion of eligibility after applying relevant National Register criteria Criterion A: Property is associated with significant events. ® Yes ❑ No ❑ More research recommended Criterion B: Property is associated with the lives of significant persons. ❑ Yes ® No ❑ More research recommended Criterion C: Property has distinctive architectural characteristics. ® Yes ❑ No ❑ More research recommended Criterion D: Property yields significant information in archaeology/history. ❑ Yes ® No ❑ More research recommended B) Special criteria considerations: Mark any special considerations; leave blank if none ❑ A: Owned by a religious institution or used for religious purposes. ❑ E: A reconstructed building, object, or structure. ❑ B: Removed from its original location. ❑ C: A birthplace or grave. ❑ D: A cemetery C) Areas of significance Enter categories from instructions ARCHITECTURE NEED E) Significant dates Construction date 1908 ❑ check if circa or estimated date Other dates, including renovations G) Cultural affiliation Complete if Criterion D is marked above ❑ F: A commemorative property. ❑ G: Property less than 50 years of page or achieved significance within the past 50 years. D) Period(s) of significance 1908 ca.1935 F) Significant person Complete if Criterion B is marked above H) Architect/Builder Architect Shockley, Clinton P. Builder/contractor I) Narrative statement of significance ® SEE CONTINUATION SHEETS, WHICH MUST BE COMPLETED • Bibliography ® See continuation sheets for the list research sources used in preparing this form • Geographic Data Optional UTM references ❑ See continuation sheet for additional UTM or comments Zone Easting Northing NAD 1 2 3 4 Zone Easting Northing NAD • Form Preparation Name and Title: Alexa McDowell, Architectural Historian Date: 02/23/2023 Organization/firm: A.KAY Consulting. E-mail: akaymcd@hotmail.com Street address: 526 40th Street. Telephone: 515-491-5432. City or Town: Des Moines State: IA Zip code: 50312 • ADDITIONAL DOCUMENTATION Submit the following items with the completed form A) For all properties, attach the following, as specified in the Iowa Site Inventory Form Instructions: 1. Map of property's location within the community. 2. Glossy color 4x6 photos labeled on back with property/building name, address, date taken, view shown, and unique photo number. 3. Photo key showing each photo number on a map and/or floor plan, using arrows next top each photo number to indicate the location and directional view of each photograph. 4. Site plan of buildings/structures on site, identifying boundaries, public roads, and building/structure footprints. B) For State Historic Tax Credit Part 1 Applications, historic districts and farmsteads, and barns: See lists of special requirements and attachments in the Iowa Site Inventory Form Instructions. State Historic Preservation Office (SHPO) Use Only Below This Line The SHPO has reviewed the Site Inventory and concurs with above survey opinion on National Register eligibility: ❑ Yes ❑ No ❑ More research recommended ❑ This is a locally designated property or part of a locally designated district. Comments: SHPO authorized signature: Date: -62- Page 130 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 1 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City Property Description Walnut Street Baptist Church, designed by Clinton P. Shockley, was placed in service in 1908 to house a large and prestigious Baptist congregation. As stated in the National Register nomination, "the building exhibits the influence of a combination of contemporary architectural styles and trends of the early 20th century including the English Arts and Crafts movement and the Chicago School with minor indications of the academic tradition of the Beaux-Arts" (Eckhardt, 2000). The church is constructed of dark brown brick with contrasting stone trim. The generally triangular plan is tightly constrained by its triangular lot; that constraint resulted in a highly complex, asymmetrically arranged two story building that dictates the arrangement of the interior spaces. The building has a full basement. Exterior Walnut Street Baptist Church is a brick church of unusual shape and size. The building is generally triangular in shape, a form created by the large-scale additive masses concentrated on the west and the tapering of the footprint until terminated at the ca.1935 addition's "flat iron" form on the east. The church's exterior is asymmetrical in every aspect, a design character that is evident in the roof line and by examination of individual elevations. As described in the 2000 nomination, "The design of this complex building is held together with a variety of architectural devices and motifs. The first is the use of a stringcourse above the windows of the partly raised basement, complemented by the cornice at the top of the second floor. The repeated use of motifs such as a pediment with side extensions containing an oculus and other repeated devices such as heavy window cornices and spandrels help unify the design as well. The windows are an important organizing device. They are treated in pairs or groups and are joined between the two upper stories with spandrels reminiscent of those of Louis Sullivan and the Chicago School. They have similar cornices and sills and are aligned on all stories. This keeps the complicated facades looking neat and organized, and unifies the diverse facades. The building is topped with a cornice with a few breaks for gables of different kinds. The roof is as complex as the shape of the building. The tall, narrow tower is not located over an entrance or over the auditorium, but rather over the entrance vestibule to the auditorium. It clearly identifies this unusual building as a church and serves the purpose of any church tower: to identify the church as a church and to help locate it from a distance." (Eckhardt, 2000). The primary entrance to the church is located at the southwest corner. The entrance is situated in a two-story pavilion -like form that houses entrances on the ground floor. The pavilion roof line features a broken pediment on both the south and west elevations with the upper story dominated by paired windows with heavy stone lintels. The ground floor entrances (on the south and the west) are recessed in a segmental arched opening. The opening features a stone molding with a keystone. Each opening is reached by -way -of three poured concrete steps that extend the full width of the opening. The door openings have a wood frame that houses double -leaf, wood doors with original hardware. The doors are surmounted by a multi -light transom. A secondary entrance is located near the east end of the south elevation, adjacent to the ca.1935 addition. The entrance provides access to offices at that end of the church and to a wide corridor connecting to the auditorium -63- Page 131 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 2 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City and other parts of the building. The design character of the secondary entrance is similar to that of the primary entrances, including a stone lintel over a segmental arched, recessed entrance. In contrast to more traditional church forms where a tower or towers is commonly located in a dominate position at the front of the church building and adjacent to or flanking the primary entrance, the church tower of Walnut Street Baptist is asymmetrically located and lacks a clear association with any specific feature of the church, be it on the exterior or the interior. The tower plays with the generally asymmetrical building plan and the layering of complex forms. The square tower is located near, but not adjacent to the primary entrances. The base of the tower is integrated with the south elevation; it is not an independent form until it springs from the second -story roof. From that point to its pyramidal roof, the tower rises some 25-feet above the height of the tallest roof line. On each elevation, the tower features a grouping of five slender rectangular columns at the belfry. Each grouping is located in an opening with a stone lintel featuring a label molding. The tower's roof is marked by broken pediments like those that appear on the primary entrance pavilion and elsewhere. A simple copper obelisk is located at the roof peak (originally terminated with a cross). Also setting this church's exterior character apart from designs of more traditional church buildings is the lack of a dominant character for the auditorium — its location is not discernible from the exterior. The education wing, on the other hand, is easily identified by the round forms seen on the northwest and north elevations. The complexity of the church's form and the abundant and highly varied use of unusual ornamentation makes a thorough and understandably written description of the building exterior difficult. The building should be understood and appreciated for its exceptionally well -designed sense of additive mass, interplay of geometric asymmetrically arranged forms, elegant expression of contrasting details, and intricate placement of glazed openings — in all these ways, the Walnut Street Baptist Church is exceptional. The church exterior retains a high level of historic integrity with design and materials intact and in generally very good condition. Interior The church interior has more than 30,000-square feet of floor space, including a finished basement. On the interior, the composition of the generally triangular form is better understood as a series of geometric forms, the shape and scale of which create the overall triangular footprint. At the heart of the triangular footprint is the rectangular auditorium with a four-sided sanctuary at its east end. All other spaces flow from this one, each space occupying a clearly understood geometric form: two large education spaces on the north and northwest are circular in form; the primary entrance vestibule and upper lobby is rectangular; and the ca.1935 addition is nearly square. This series of interconnected shapes is discernible at all floor levels. The rectangular auditorium is oriented with its length running north -to -south, allowing for the interconnection of education spaces on both the west and the north and accommodating the dais and choir loft on the east. The auditorium is characterized by its soaring volume, raked wood floor, undulating balcony, and richness of millwork and art glass windows. The auditorium retains approximately half of the original pews, arranged in curving rows. -64- Page 132 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 4 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City The second floor of the west Sunday school wing is similarly arranged with pew seating nearest the auditorium and divided classroom spaces along the outer wall. Different from the first -floor space, the upper lacks a solid wall separating the spaces and the floor is not raked. The front space is characterized by its open volume, the ceiling springing from a ring of columns to a center, octagonal grille with pie shaped sub -divisions glazed with leaded art glass. The floor is wood, currently carpeted. The rear space is divided into five sections by knee -walls extending from the ring of columns to the outer walls. The openings between column and wall retain sliding wood doors used to separate the classrooms. The windows in the upper education wing more closely mirror the pattern established in the auditorium than those on the lower level, but again minimize the use of color. A one-story semicircular education wing on the north has folding doors (wood with art glass) opening into the auditorium. A wood sliding door system divides the space in half. The room retains wood floors, plaster walls and ceiling, and abundant millwork. The windows, which are arranged in groups of three, have double -hung wood sash with a 9-over-9 configuration; all glass is clear. Along the southwest side of the sanctuary and connecting all of the parts of the church is a broad corridor, which leads from the front entrance at the southwest corner through to the offices in the southeast corner. This corridor exists on all floors giving the large church efficient traffic flow between the different parts of the church and the entrances. The southeastern point of the triangle houses the offices. The second entrance for the building is in this section on the southwest facade. The entrance and windows of this part are configured slightly differently, but with stylistic similarities to the rest of the building. This area was expanded in ca.1935 to provide additional office and choir storage spaces. It retains patterned tile or wood floors and abundant millwork. The basement houses a large dining -assembly room separated by bifold doors, a large kitchen, restrooms, the boiler room, and storage. The spaces are characterized by the use of basic finishes or lack thereof. The dining - assembly space has painted walls, patterned 9x9" tile flooring, and 12x12" fiberboard ceiling tiles. The interior of the Walnut Street Baptist Church retains a high level of historic integrity. It retains all character defining features including the interplay of geometric forms in establishing the floor plans of 1st and 2nd floor as well as the hierarchy of those spaces. Although water infiltration has caused areas of plaster failure, the majority of plaster finishes remain intact with abundant millwork, decorative elements, and art glass windows retained. Integrity Discussion The Walnut Street Baptist Church retains a generally high level of historic integrity with deterioration due to vacancy standing as the most significant breach of integrity, specifically to integrity of materials. The resource has not been moved, resulting in a high level of historic integrity specific to location. -65- Page 133 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 5 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City The church is located in a residential neighborhood that, while it has evolved over the period subsequent to the 1908 completion, remains largely intact with a strong sense of residential character retained. Specifically, residential buildings dominate the property types represented, roadways remain without significant alteration, and a tree canopy remains intact. As a result, historic integrity as it relates to setting is very good. The resource retains its historic association with the residential neighborhood that existed from the time the original wood -frame church was constructed, through the period in which the original congregation relocated to another part of Waterloo. As a result, integrity of association is high. Regarding integrity of design and materials on the exterior, Walnut Street Baptist Church retains a high level of historic integrity. The building retains its original, unique, and highly complex form with the sole addition (ca.1935) considered part of the historic fabric. Further, the resource retains its original windows which come in a range of styles; the art glass windows of the sanctuary and adjacent spaces are of particular significance in that they contribute significantly to the stylistic character of the building and point to the value placed on their contributions to the church's visual character. Original, wood -frame, double -hung, multi -light windows found in secondary spaces are also retained, though most are now boarded. The building exterior also retains its complex roof line, dark brick cladding with stone details, and its asymmetrically placed tower that soars above the building's tallest roof height. Original entrances including stylistic elements, doors, and transoms are likewise retained. Historic integrity of design and materials on the exterior is only diminished by deterioration wrought by vacancy and an insufficient level of maintenance over the period of that vacancy. Specifically, the building exterior requires repointing, some masonry repair, roof replacement and window rehabilitation. Regarding integrity of design and materials on the interior, the church retains a high level of historic integrity. The church retains its original floor plan (with ca.1935 alterations) including the integrated relationship that defines a church building of the Akron Plan type. Walnut Street Baptist presents an exceptional example of the Akron Plan, with Sunday school spaces adjoining the auditorium on the west at two levels and on the north at ground level. These spaces retain their original folding doors which were opened and closed as the content of the church service dictated. Additionally, retention of the art glass windows (as noted of the exterior) is a significant design and material element with a particular role in the historic character of the interior. Retention of abundant millwork, tile floors, wood floors, original wood doors with art glass, church pews, curving balcony, dais with baptismal font and choir loft all contribute to a high level of historic integrity specific to design and materials. Like the exterior, vacancy and insufficient maintenance has wrought damage to materials, specifically plaster. Retention of a sound structure, exterior finish materials, and interior design elements account for a high degree of historic integrity as it relates to workmanship. Finally, the Walnut Street Baptist Church retains the significant features and stylistic character as designed. As a result, a sense of time and place is retained resulting in a high level of integrity of feeling. -66- Page 134 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 6 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City Statement of Significance The Walnut Street Baptist Church is both individually listed on the National Register of Historic Places (2000) and counted a contributing resource to the 2019 "Walnut Street Historic District". The resource is individually significant under Criterion C as an "example of the early modern style with Arts and Crafts elements" with a period of significance limited to its 1908 placed -in-service date (Eckhardt, 2000). The district nomination goes further in addressing the church building's significance by establishing the resource's place under Criterion A in association with the history of community planning and development, specifically as it relates to the evolution of the residential neighborhood in which the church is located. In association with that contextual association, the period of significance for the historic district extends from 1868 through 1965 (Dieber, 2019). The extended period of significance is relevant to the Walnut Street Baptist Church because the period then embraces the ca.1935 addition made to the building as well as the years leading up to changes that occurred in the neighborhood around racial injustice and unrest in Waterloo and, events that occurred in the area surrounding the Walnut Street Baptist Church. For those reasons, the period of significance for the resource should be considered 1868-1965 with the significant date being 1908. Although not addressed in either the individual nomination or the district nomination, the church's historic association with the history of civil rights demands additional consideration. The 2020 Multiple Property Documentation Form, "Twentieth Century African American Civil Rights -related Resources in Iowa" provides a foundation for expanding the case for significance of the Walnut Street Baptist Church. That document, which examines the topic in the period from 1833-1974, notes that the "Second Revolution in Iowa, 1964-1976" was one of particular importance in that it marked the years following passage of the Civil Rights NEED and embraces the year in which Martin Luther King was assassinated. This period had broad and significant impacts in communities across the state, none more than in Waterloo. The author notes, however, that civil rights violations did not automatically end in 1976 and encourages expanding the investigation of post-1976 civil rights advocacy (Loughlin, 2020). As an anchor of the residential neighborhood and pulpit for leaders in the city's Black community, with additional research and contextual development the resource could provide a means of enhancing our understanding of the racial struggles that occurred in this community, specifically in the period of the late 1970s. The 2014 honors project completed by Waterloo native Theresa E. Shirey provides the underpinning to expanding a case for significance into the 1970s, during which time the church was the center of "black flight" and middle-class decline illustrated in the surrounding neighborhood. The present document is not the place to undertake such work, but the work should certainly be done. Historical Background The Walnut Street Baptist Church was originally home to Free Will Baptists, which constructed a small wood - frame church on this site in 1896 and incorporated it as the Walnut Street Baptist Church. By 1907, the congregation had outgrown their church building and plans were made to construct a larger church. With $30,000 in hand, the congregation sought out the Waterloo architect Clinton Shockley to design their new church. The plan called for a 30,000 square foot building costing some $60,000. Construction was underway in 1907 and the building was placed in service in 1908. The 1,719-pipe organ was installed in 1920. -67- Page 135 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 7 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City The congregation remained on Walnut Street through the 1960s. In 1971, a new church building was constructed; the new church is known as Walnut Ridge Baptist. The Walnut Street church was sold to Bold Mission, Inc. in 1978 and the church became known as the Faith Temple Baptist Church, holding its first service on Sunday, June 4 of that year. The congregation was led by Pastor Dr. Eugene H. Williams with Deacons, Harold Rogers, Willie Young, Edward Polk, Norris Sisk, Dallas Pulley; Ministers, Rev. Melvin L. Grimes, Rev. Orchard M. Dzonga, and Trustees, A.C. Allen, Mary Berdell, Mannita Hudson, Richard Washington, F.W. Wayland. Faith Temple Baptist moved from the building in 2010 due to deteriorating conditions. The building was purchased by Iowa Heartland Habitat for Humanity, as a member of the Walnut Development Coalition, in 2018. As noted, the building was designed by Waterloo architect Clinton Phillip Shockley. Formally trained at the Armour Institute of Technology, Shockley gained experience with others informally known as the "Chicago School of Architecture." He opened his office in Waterloo in 1906. Along with Howard Burr and Mortimer Cleveland, Shockley was one of the best -qualified architects in Waterloo, each with important commissions to their credit (Eckhardt, 2000). -68- Page 136 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 10 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 02. Locator Map — 2023 "0 ft • po=,a� s��e oleo, Waterloo Center for the Arts NevAails 'J Cleo gip �'Graupli LATITUDE/LONGITUDE: 42.5024001-92.333370 Vine St N (Source: Base maps, https://www.maps.google.com. Retrieved 12/15/2022.) -69- Page 137 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 12 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City Figure 04. Walnut Street Historic District Boundary Map — 2019 • • • • • • • } ....... n 444 ....•.:� (Source: "Walnut Street Historic District," National Register of Historic Places Nomination, 2019.) A dotted line marks the district boundary with the location of the Walnut Street Baptist Church is indicated with a red X. -70- Page 138 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 16 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 08. Original Drawings — South Elevation —1907 (Source: Original drawing set in possession of the current owner.) -71- Page 139 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 17 Site Number: 07-09085 Related District Number: Walnut Street Baptist Church Black Hawk Name of Property 415 Walnut Street County Waterlo Address City Figure 09. Original Drawings — East Elevation — 1907 t L ®® Esse filth 17-77 N (plan north) G F� rOaT`t JTE..LtVV`cTIOlI CLI T071 7Y OCKLLYYCaCs'4T (Source: Original drawing set in possession of the current owner.) -72- Page 140 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 18 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 10. Original Drawings — North Elevation — 1907 dimmeamp 11 11 101 anumenstt 1 A111111111. N (plan north) LlilL.nT ELLVfsTI ON (Source: Original drawing set in possession of the current owner.) CLlll TO" .nYf OCKLLY Y cRC,T -73- Page 141 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 19 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 11. Original Drawings — West Elevation — 1907 N (plan north) LI/�i r�no 1AL/1UT E.L1=VtTIC/I (Source: Original drawing set in possession of the current owner.) _t_;_?_ _ CLVITOM JTfO CKL.GY%C@CJYT -74- Page 142 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 25 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 17. Historic Image — 1911 (postmark) Walnut Street Baptist Church, Waterloo, Iowa, (Source: A.KAY Consulting Postcard Collection.) In this view looking northeasterly from across Walnut Streets near its intersection with Lime Street we have a good view of the south elevation prior to the later addition on the east end of the elevation. -75- Page 143 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 26 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 18. Historic Image — 1915 (postmark) Walnut St. Baptist Church, Waterloo, Iowa. (Source: A.KAY Consulting Postcard Collection.) In this view looking easterly from the intersection of Lime and Walnut Streets we understand both the church building and the character of its setting. -76- Page 144 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 27 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City Figure 19. Historic Image — ca.1940 WALNUT STREET BAPTIST CHURCH, WATERLOO, IOWA THE CHURCH AT THE HEART OF THE CITY WITH THE CITY AT HEART" sounn n II 133311 (Source: A.KAY Consulting Postcard Collection.) By ca.1940 the small addition to the church building had been constructed; it is documented in this postcard image, its location at right marked by the sign. -77- Page 145 of 609 Iowa Site Inventory Form State Historic Preservation Office Continuation Sheet Page 31 Walnut Street Baptist Church Name of Property 415 Walnut Street Site Number: 07-09085 Related District Number: Black Hawk County Waterlo Address City 04. EXTERIOR: View of the primary entrance (SW corner) and the Walnut Street elevation, looking SE -78- Page 146 of 609 Walnut Street Baptist Church — 415 Walnut Street — Black Hawk County — Waterloo — IA PART 1: Photographs (11/11/2022) 01. SITE VIEW: Looking SE along Walnut Street from west of the Lime Street intersection 02. SITE VIEW: View looking NW along Walnut Street from just east of the E. Park Avenue intersection _k l 1 'Lulu ,. r..+1u •. 7I 1 -79- Page 147 of 609 Walnut Street Baptist Church — 415 Walnut Street — Black Hawk County — Waterloo — IA PART 1: Photographs (11/11/2022) 03. SITE VIEW: Looking SE across Lime Street 04. EXTERIOR: View of the primary entrance (SW corner) and the Walnut Street elevation, looking SE 2 -80- Page 148 of 609 Walnut Street Baptist Church — 415 Walnut Street — Black Hawk County — Waterloo — IA PART 1: Photographs (11/11/2022) 05. EXTERIOR: View of the SE corner (ca.1935 addition), looking NW along Walnut Street elevation 06. EXTERIOR: View looking SW from Lime Street showing the education wing and east elevation 3 -81- Page 149 of 609 NPS Form 1 0-900-a NPS/Iowa SHPO Word Processor Format OMB No. 1 024-001 8 (Jan 1987) (Approved 05/88) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES CONTINUATION SHEET Section number: 7 Page: 4 Walnut Street Baptist Church Black Hawk County, Iowa Historic Photo, ca. 1908 Published in "Dedication of the Second Building for the Walnut Street Baptist Church, Waterloo, Iowa, October 11-18, 1908," published in the Fiftieth Anniversary of the Present Building, Walnut Street Baptist Church, Waterloo, Iowa," 1958. SECOND BUILDING WALNUT STREET BAPTIST CHURCH, ERECTED 1908 CLINTON SHOCKLEY, ARCHITECT CHARLES WASSON, BUILDER -82- Page 150 of 609 NPS Form 10-900-a NPS/Iowa SHPO Word Processor Format OMB No. 1024-0018 (Jan 1 987) (Approved 05/88) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES CONTINUATION SHEET Section number: 8 Page: 11 STATEMENT OF SIGNIFICANCE, Criteria C Summary Statement Walnut Street Baptist Church Blackhawk County, Iowa The Waterloo, Iowa architect, Clinton Phillip Shockley, designed Walnut Street Baptist Church, in 1908. It is an example of the early modern style with Arts and Crafts elements. The church was identified as a Key historic structure in a survey of the proposed Walnut Street Historic District. Significance and Historical Contexts Introduction: The Walnut Street Baptist Church was originally home to Faith Baptist congregation, which constructed it as their second church on this site in 1908. When Faith Baptist congregation constructed a new church at the edge of town in 1971, they sold their Walnut Street church to Bold Mission Inc., another Baptist congregation, which named their church Faith Temple Baptist Church. The church falls within a proposed historic district determined after an historical and architectural survey of the northern portion of Waterloo in 1992.1 It was determined individually eligible for nomination to the national Register at the time, but a district nomination has not yet been prepared. The proposed historic district, which adjoins downtown Waterloo, is presently in poor condition, but the current restoration of Walnut Street Baptist church will help in the rehabilitation of the whole neighborhood. Clinton Phillip Shockley, Architect: Waterloo architect Clinton Phillip Shockley, designer of Walnut Street Baptist Church, received formal training at the Armour Institute of Technology and gained experience with others informally known as the "Chicago School of Architecture." He opened his office in Waterloo in 1906. He and Mortimer Cleveland were by far the best -qualified architects in Waterloo and were able to obtain the important commissions that formerly went to out-of-state architects. Walnut Street Baptist church was certainly an important commission. Other work by Shockley in Waterloo include the Roman Catholic hospital in Waterloo where he served as consulting architect, First Presbyterian Church, the Elks' Building, the Insurance Building, Hansen's Overland Automobile building (now a TV station), and the Waterloo, Cedar Falls & Northern 1 Rebecca Conard and Jan Nash, "Walnut Street Historic District, Waterloo, Iowa, A National Register of Historic Places Evaluation," Submitted to Waterloo Historic Preservation Commission by PHR Associates, 1992. -83- Page 151 of 609 NPS Form 10-900-a NPS/Iowa SHPO Word Processor Format OMB No. 1024-0018 (Jan 1 987) (Approved 05/88) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES CONTINUATION SHEET Section number: 8 Page: 12 Walnut Street Baptist Church Blackhawk County, Iowa Terminal and Office Building. Shockley, together with Cleveland, designed the Iowa Pavilion at the 1915 Panama -Pacific Exposition in San Francisco. 2 The complex design and the style of the Walnut Street Baptist Church make it unique. It does not look like Shockley's other church designs such as his Gothic Revival First Presbyterian Church only a block away. Rather than the usual symmetrical basilica church, This triangular form (certainly influenced, if not required, by the shape of the lot) allowed the architect to explore form and function, and find a new way to serve the ritual and activities of the church. Contrasting with the complex form, the church has an orderly and calm appearance in spite of its comers and contrasting shapes. The turn of the century (20`h) American idea that form should follow function first expounded by Louis Sullivan, freed Shockley from too literal an interpretation of style. In spite of its unusual form, the church exhibits the early modem desire for function combined with the Arts and Crafts striving for simplicity. The Church does not fit comfortably into an architectural style category. Architectural historians surveying Waterloo architecture in the past have placed it in the Prairie School category for lack of any other category.3 But it does not exhibit the characteristics of the Prairie Style outlined by Wilson or Berry. 4 Rather, it is a unique mixture of styles which embodies not only the conservative and quiet aspects of the Arts and Crafts aesthetic, but mixes in other competing architectural styles from the early 20' century. The use of classical pediments and oculi, for instance, reflects the influence of the Beaux-Arts style. The top of the tower with its gables and pyramidal roof is another Beaux-arts feature. The Beaux-arts approach uses the entire history of architecture as a source book. The abstract geometric stained glass windows are one element, which seems to have been influenced by the Prairie School in their color and design. The spandrels between the windows of the first and second floor follow similar treatments developed by the Chicago School for commercial buildings, those of Louis Sullivan specifically. The description of the Walnut Street Baptist Church as being in the "Old English Style", presumably referring to the Arts and Crafts Style, gives us an important clue to its architectural sources and helps explain its builder's intention. This style description was published in the dedication Program and in the newspaper description of the church. It probably came from the building committee or the architect himself.' 2 Wesley I. Shank, Iowa's Historic Architects, A biographical Dictionary, (Iowa City: University of Iowa Press, 1998), pp. 148-149;and Barbara Bevin Long. Long, Barbara Bevin, "Waterloo, Factory City of Iowa — Survey of Architecture and History," prepared for the City of Waterloo, Iowa by Midwest Research of Des Moines, 1986. 3 Long and Conard. ' Richard Guy Wilson and Sidney K. Robinson, The Prairie School in Iowa, (Ames: Iowa State University Press, 1977); and H. Allen Brooks, The Prairie School, Frank Lloyd Wright and his Midwest contemporaries, (Toronto: University of Toronto Press). 5 "Description of New Sanctuary" (Over photo — "New Walnut Baptist Church to be Dedicated Sunday."), Waterloo Semi -Weekly, Friday, October 9, 1908, and "Fiftieth Anniversary of the Present Building, Walnut Street Baptist Church, Waterloo, Iowa, October 5-10, 1958, booklet. -84- Page 152 of 609 NPS Form 10-900-a NPS/Iowa SHPO Word Processor Format OMB No. 1024-0018 (Jan 1987) (Approved 05/88) United States Department of the Interior National Park Service NATIONAL REGISTER OF HISTORIC PLACES CONTINUATION SHEET Section number: 8 Page: 13 Walnut Street Baptist Church Blackhawk County, Iowa Complicating the "what style is it" question is that this building is a church, and it looks like a church. Ecclesiastical architecture has its own iconography and its own history of style. Gothic is the usual style for churches with some Romanesque Revival and Classical styles thrown in. Walnut Street church does not reflect those styles. Neither does it look like any churches by Prairie School architects with the exception of St. Paul's Methodist Church in Cedar Rapids, Iowa. St Paul's, 1910-1914, was originally designed by Louis Sullivan, but his design was never completed, and the project was taken over by Elmsley. The two churches have some similar elements, but Sullivan could not have influenced Shockley. Rather, Shockley's church might have influenced Sullivan, since its design was earlier by several years. Other churches by Prairie School architects are completely different in design from Walnut Street Baptist Church. William Steele's First Congregational Church in Sioux City, 1918, is stripped -down Byzantine. Methodist Episcopal Church in Evanston Illinois, 1915, is a modernized gothic. Marshalltown Church of Christ is an A -frame with a cross gable roof.' The Arts and Crafts Style was really not a style. Originating in England, it was popular in the United Stated in the early 20th century. While a modem movement, it looked to the past and to nature for inspiration. It sought simplicity and honesty in architecture. It is usually thought to be a major esthetic source for the Prairie Style, Stickley, and the Bungalow Style,' but it was not restricted to those American developments alone. There are several examples of Arts and Crafts style buildings in Iowa, which reveal more direct English influence in the state. The Grey House at Four Mounds Estate outside Dubuque is an example of a Baillie Scott (or Voysey) inspired house. Another example, more appropriate for comparison in that it is a church, is Trinity (First) Presbyterian Church in Indianola, designed by Proudfoot and Bird of Des Moines in 1900. First Presbyterian Church, like Walnut Street Church, abandons the usual Gothic, Romanesque or Classical styles. Although the two churches are not at all alike, they both incorporate the Arts and Crafts spirit and aesthetic. Trinity Church reflects English models more closely than does Walnut Street Church. Its stepped gables and mock arrow slits are examples of the Arts and Crafts Movement's love of things Medieval and add humor as well as an "Old English" aura. The interior reveals a new working out of the auditorium church plan combined with a thoughtful planning for the needs of those attending services such as traffic patterns, cloakrooms, and etc. as well as providing effective ritual space. The interior color scheme of golds, mauves, and greens and the abstracted floral designs of the windows are in keeping with the Arts and Crafts Esthetic. Another small church by Proudfoot and Bird, St. Paul's Episcopal Church in Harlan, Iowa, 1898, represents an example of the English Gothic Revival style associated with the Arts and Crafts Movement in England. 6 See Wilson and Brooks for photos illustrating these comparisons. Wilson, p. 6. -85- Page 153 of 609 City of Waterloo Historic Preservation Application for Local Historic Designation of a Biding or District This forth is if you wish to have your building or a district to become a locally designated landmark. To be completed by applicant //^^ Date of Application: r-Ce' .20j �• Address of Property: f'5 1.142 in 4,4 4f-ree fi _ Current Use of Property: lewq Property Owner's Name - Business if Applicable: 4/i Pa r tl �� /p)Ya ergrit Address: 30 3 5 4 $7' eet 11/v, ,1#' I Phone: 3/9 - js - 99 414. Fax: Email: Alga riS)l iYthieic/AvAtT//Df. pry Applicant's Name (if different than above) ✓ Address: City: Phone: Fax: Email: Contact Person: r f G I Address: 5.74 of'O1jf 9'. C. eS . S Pho:,.,_ 75 . "_4VM ! 5 1Z Fax: — - Email: f/plc d e_Apa i#S Go , Please check if any of the following exhibits are inch:Wed in your application: ✓Photcgraphs Elevation Draw ings 1 1 Sample of Material op? Dt . higicor,�/ ,4' ,STer rs0wsl is..7t i'7 A State of Iowa Site Inventory Form will need to be included with the application. Applicant Signature Date Owner Signature -86- Page 154 of 609 Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50704 Phone (319) 234-5701 INFRASTRUCTURE DEVELOPMENT AGREEMENT This Infrastructure Development Agreement (the "Agreement") is entered into as of , 2023, by and between North Crossing, LLC (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, 2015, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the East Waterloo Unified Urban Renewal and Redevelopment Plan Area, formerly known as the Logan Plaza Urban Renewal and Redevelopment Plan Area ("Urban Renewal Area"). B. Company is willing and able to finance and construct various infrastructure improvements to facilitate and serve future development in the Urban Renewal Area by Company itself or by third parties. Said development activities (the "Economic Development Projects") are generally described on Exhibit "F" attached hereto. 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: Page 155 of 609 1. Identification of Properties; Project Overview. Company is the owner of real property described on Exhibit "A" attached hereto (the "Company Property"). City is the owner of real property described on Exhibit "B" attached hereto (the "City Property"). The parties agree that in connection with infrastructure development and future subdivision and platting of the Company Property and City Property, each party may convey to the other party (the "Grantee") certain areas generally described on Exhibit "C" attached hereto. Conveyance in any instance shall be by special warranty deed, free and clear of all encumbrances arising by or through the conveying party (a "Grantor"), except: (a) easements, servitudes, conditions and restrictions of record; (b) general utility and right-of-way easements serving the property to be conveyed; and (c) restrictions imposed by city zoning ordinances and other applicable law. The Grantor shall, at its own expense, prepare an updated abstract of title for review by Grantee, or Grantee may obtain at its own expense whatever other form of title evidence it desires. Grantee shall identify any matters that make title unmarketable or otherwise not acceptable to Grantee, and Grantor shall remedy or remove any such matters. In addition to such conveyances, the parties intend to make dedications of land for streets and easements for public infrastructure facilities as contemplated by mutually agreeable plans for development of the project area. The "Project" includes all site preparation and improvements described in this Agreement for purposes facilitating development upon the Company Property and the City Property and all storm water improvements that may be done upon the Drainage Property (described in Section 3). 2. Phased Development. Company will, for itself and on behalf of City, undertake a series of infrastructure improvements as described below. Unless otherwise mutually agreed, Company will, subject to Unavoidable Delays, continuously perform the improvement work in the order set forth below until completion of same as evidenced by City's acceptance of the work. The parties may make adjustments to the phased development plan as mutually agreed from time to time between Company and City's Community Planning and Development Director, who shall act in consultation with the Mayor and City Engineer, as such modifications are deemed necessary or advisable in coordination with the Economic Development Projects or otherwise. A. Phase 1. Reconstruct that part of E. 4th Street lying between Donald Street and a new street designated as Heath Street. B. Phase 2. Construct a new street, designated as Phillip Caldwell Drive on the site map attached as Exhibit "D", from Heath Street south to connection with a new street designated as Buckhart Street on Exhibit "D", construct Buckhart Street and construct Heath Street from Logan Avenue to Phillip Caldwell Drive. C. Phase 3. Remove Logan Street frontage road in its entirety and close access from Logan Street that lies between McDonald's and car wash sites. D. Phase 4. Construct remainder of Heath Street to connection with E. 4th Street. 2 Page 156 of 609 E. Phase 5. Construct Phillip Caldwell Drive from Heath Street to Ralston Road and reconstruct Ralston Road from Logan Avenue to Phillip Caldwell Drive. F. Phase 6. Construct remainder of Phillip Caldwell Drive from Buckhart Street to E. 4th Street. G. Phase 7 (optional), Reconstruct Ralston Road from Phillip Caldwell Drive to E. 4th Street. In addition to and concurrently with the phases described above, Company shall undertake all earthwork, new construction and other improvements required by City for the Virden Creek drainage project, over and upon lands described on Exhibit "E" attached hereto (the "Drainage Property"). The parties intend the Virden Creek project to provide additional dirt that Company may use to support development activity in the Project area. The Company Property, the City Property and the Drainage Property are collectively referred to as the "Project Property." 3. Improvements by Company. Company shall construct the improvements described in Section 2 above on the Project Property, including related water lines, fire hydrants, sanitary sewers, storm sewers, utilities, grading, fill, and earth work (collectively, the "Improvements"). Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. For each phase, City may require that Company submit specific 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 parties agree that the aggregate cost to be incurred by Company in connection with the Project shall not exceed $12,242,700 (the "Maximum Project Cost"), which the parties have determined with reference to engineering estimates and other pertinent information. The City Engineer may authorize changes to the Maximum Project Cost that do not exceed $100,000 with respect to any given change order that does not require a modification of the Plans (defined below) and further provided that such change orders do not increase the Maximum Project Cost by more than $500,000 in the aggregate. In connection with completion of each phase of Improvements, or if the Plans are modified as set forth in Section 4, the parties agree to amend this Agreement to adjust the Maximum Project Cost and, if appropriate, the schedule of Grant payments set forth in Section 6, to account for all approved change orders or Plan modifications. 4. Construction Plans. Company agrees that it will cause each phase of the Improvements to be constructed on the Project 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 3 Page 157 of 609 significantly less than the scope and scale of the 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 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 Modified Plans in whole or in part, Company shall submit new or corrected Modified Plans within thirty (30) days after receipt by Company of written notification of the rejection, accomplished by a written statement of the City specifying the respects in which Company's Modified Plans fail to conform to the requirements of this Section. The provisions of this Section relating to approval, rejection and resubmission of corrected Modified Plans shall continue to apply until the Modified Plans have been approved by the City; provided, however, that in any event Company shall submit Modified Plans which are approved by City prior to commencement of construction of the 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. 5. Timeliness. Promptly following the parties' execution of this Agreement, bids shall be obtained and thereafter Company shall enter into contracts (the "Project Contracts") for the Project work with the lowest responsible bidders, and Company or its contractors shall commence construction of Improvements within six (6) months after the date of this Agreement. Company and its contractors shall proceed with the Project work through its various phases until completion, without suspension, cessation or delay 4 Page 158 of 609 for any reason other than Unavoidable Delay. An "Unavoidable Delay" is any stoppage or delay of work resulting from an act of God, war, civil disturbance, public health crisis, government -mandated shutdown, court order, labor dispute, fire, or other cause beyond the reasonable control of Company. Company shall promptly report to City in writing the occurrence of any Unavoidable Delay event, including a good -faith estimate of the anticipated period of Unavoidable Delay. Work shall resume as promptly as practicable after end of the Unavoidable Delay period. Inter -party conveyances of property as contemplated by Section 1 shall be made within sixty (60) days after recording of a subdivision plat that encompasses such real estate, or otherwise within sixty (60) days after written request from one party to the other. 6. Grant Payments. Subject to the terms and limitations of this Section, City shall make to Company series of annual payments (each such payment is a "Grant") as follows: (a) two payments of $1,000,000.00 each on or before July 1, 2023 and July 1, 2024, and (b) payments of $1,605,000.00 each on or before July 1 of each year starting July 1, 2025 for a number of years equal to the amortized Actual Project Cost (defined below) plus interest, divided by $1,605,000.00 and rounded down to the nearest whole number. After payment of Grants for such number of years, City shall make to Company a final payment equal to the amortized Actual Project Cost plus interest, minus the cumulative total of previous Grant payments. The "Actual Project Cost" means the total documented costs actually incurred by Company under the Project Contracts, up to and including but not exceeding the Maximum Project Cost. The parties agree that said payments include interest at the rate stated in Company's Project financing note with its lender, not to exceed 7.25%. The parties shall amend this Agreement as required to provide for Grant payments over an amortization period of approximately 10 years. . Notwithstanding any contrary provision of this Section 6, a Grant payment shall be subject to downward adjustment to ensure that the total of payments to Company under this Section 6 does not, as of the date of payment, exceed the Actual Project Cost as of such date. If, following any such adjustment, the Actual Project Cost as of the date of the next subsequent payment date exceeds the total of all Grant payments made prior to and including the Grant payment to be made on or about such date, the Grant payment for the then -current year may be increased to include any portion of a Grant payment previously deferred, but not to exceed the Actual Project Cost as of such date. 7. Limitations on Payment of Grants. A. Each payment of a Grant 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 Grants shall not constitute a legal indebtedness of City within the meaning of any applicable constitutional or statutory debt limitation prior to 5 Page 159 of 609 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 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 6 hereof, City shall have no obligation to make a payment of a Grant 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 Project Property and future taxable improvements upon the Project Property or from other properties in the Urban Renewal Area to fund a Grant payment to Company, as contemplated under Section 6 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 Project Property and future taxable improvements upon the Project Property or from other properties in the Urban Renewal Area is precluded or terminated by legislative changes to Iowa Code Chapter 403. Upon occurrence of any of the foregoing circumstances, City shall promptly forward notice of the same to Company. If the circumstances continue for a period during which two (2) annual Grant payments would otherwise have been paid to Company under the terms of Section 6, then either party may terminate this Agreement, without penalty or other liability, by written notice to the other party, and the parties shall then negotiate a different arrangement to provide for City's payment of development costs to Company. C. For purposes of this Agreement, "Tax Increments" shall mean the property tax revenues on (i) the Project Property and future taxable improvements thereon and (ii) other properties in the Urban Renewal Area that are 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. 8. 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: 6 Page 160 of 609 A. Company agrees during construction of the Improvements to maintain 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. Company will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. Company will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply 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. Company will remain in regular contact with third -party developers of the Economic Development Projects to advise about the course, status and plans for construction of the Improvements and will, to the extent feasible, coordinate Project activities to optimize opportunities for such developer or their successors to carry on, complete and operate the Economic Development Projects. 9. Conditions to City Funding. A. The complete or initial funding of the Grants by City 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 Grant 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 Grant 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 costs and liabilities they may each so incur prior to a Grant 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 Grant 7 Page 161 of 609 payments, is subject to completion and satisfaction of certain separate city council actions and required legal proceedings relating to the creation or amendment of a tax increment financing (TIF) district, 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 Grant payment date, of each of the following conditions precedent: (i) The representations and warranties made by Company in Section 11 shall be true and correct as of the Grant 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 Grant 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. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 11. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. Company is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Company is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. C. Company has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement and all documents 8 Page 162 of 609 to be delivered to City hereunder is and shall be authorized to do so on behalf of Company. D. 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 the articles of organization or bylaws of Company or 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. E. Assuming due authorization, execution and delivery by the other parties hereto, this Agreement 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. F. 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. 12. 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 the Project Property in connection with the Project work 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 Project 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 9 Page 163 of 609 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 Project Property and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Project Property, but only to the extent such liability has not been previously transferred to and accepted by the City in writing. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 13. 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 Project Property and/or project area, all of which must be completed within 120 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 120-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. 14. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Project 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 assign, for security or otherwise, its right to receive grant payments to a lender providing financing for the Project. 15. 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 Project Property, or this Agreement, without the prior written consent of City, except that Company may convey to a third- 10 Page 164 of 609 party developer any of the Tots indicated as a numbered lot on the site map attached here to as Exhibit "D", except any portion thereof that is or may be the subject of a required conveyance to City under this Agreement; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Project 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 Project 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. 16. 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 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 or to recover ownership of the Project Property or portion thereof as set forth in this Agreement. 11 Page 165 of 609 B. Default by City. Whenever any Event of Default in respect of Company 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. 17. 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. 18. 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. 19. 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. 20. 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: 12 Page 166 of 609 (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 808 Dearborn Avenue, Waterloo, IA, 50703, Attention: Benjamin Stroh, with copy to Eric Johnson, Beecher Law Firm, 620 Lafayette Street, Waterloo, Iowa 50703. 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. 21. 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. 22. 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. 23. 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. 24. 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. 13 Page 167 of 609 25. 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. 26. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 27. 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. 28. 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. 29. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Infrastructure Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA NORTH By: By. Quentin M. Hart, Mayor Attest: Kelley Feichle, City Clerk 14 enjamin :. Stroh, Manager Page 168 of 609 EXHIBIT "A" Description of Company Property Parcel 8913-12-376-020: North 699.2 feet of the East 769 feet of the West 802 feet of the SE 1/4 of the SW 1/4 of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, except the South 102 feet thereof. Parcel 8913-12-351-027: Tract A, North Crossing Addition. Parcel 8913-12-351-030: Lot 1, North Crossing 2nd Addition. Page 169 of 609 EXHIBIT "B" Description of City Property Parcel 8913-12-326-003: Parcel "G" of Plat of Survey Doc. #2008-10309 of part of the NE% SW% of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa. Parcel 8913-12-301-009: All that part of the Northwest Quarter of the Southwest Quarter of Section 12, Township 89 North, Range 13 West of the 5th P. M., Black Hawk County, Iowa, lying South of the Ralston Road as established by 420 Deeds 475 except the North 120 feet of the South 136 feet of the West 363 feet thereof and except the East 33 feet thereof and except that part thereof conveyed to the State of Iowa in 547 LD 447 and further except Parcel "D" of Plat of Survey Doc. #2003-05489 and further except that part Tying within North Crossing Addition in the City of Waterloo, Black Hawk County, Iowa. AND Lot 1, Menard-Logan Plaza Minor Plat, Black Hawk County, Iowa recorded in Doc. #2008-07262 and being a part of the Southwest Quarter of the Southwest Quarter of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, except that part lying within North Crossing Addition in the City of Waterloo, Black Hawk County, Iowa. Page 170 of 609 EXHIBIT "C` inter -Party Conveyances Planned Conveyances from Company to City: 1. That part of future Tract C to be platted in North Crossing 3rd Addition, lying south of the north line of the SE 1/4 of the SW 114 of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, containing approximately 4.92 acres. 2. An area described approximately as the east 73 feet of the north 547.65 feet of Lot 1, North Crossing 2nd Addition, except the north 70 feet thereof, containing approximately 0.798 acres. This area is identified as the westerly 73 feet of Lots 6 and 9 on the site map attached to the Agreement as Exhibit "D". Planned Conveyances from City to Company: 1. An area described approximately as the north 895 feet of the west 520 feet of that part of the NW 114 of the SW 1/4 Section 12, Township 89 North, Range 13 West of the 5th P. M., Black Hawk County, Iowa, lying South of Ralston Road, containing approximately 9.11 acres. This area is identified as Lots 13-20 on the site map attached to the Agreement as Exhibit "D". 2. That part of future Lot 2 to be platted in North Crossing 3(d Addition, lying north of the north line of the SE 1/4 of the SW 1/4 of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, containing approximately 0.472 acres Page 171 of 609 BUCKHART of { RALSTON ROAD LOT 17 1.521 ACREI3) 00273 SF LOT 15 0.7e% AC (3) =a SF LOT 14 0,019 AGRE.(3) MR SF LOT 13 OA18(3) SUS+SF LOT 12 2.e38 0,CRE3) 138123 OF TRACT E s (st 25,3403 SF LOTS 2.IIO42�e Ie(s) 1%45F LOT 7 2.109 ACRE(SI 04109 SF LOT 4 1.1-0OACRE(S) 47913 OF ^3 LOT 2 3.302 ACRES) 1A0e0a SF WA'SERLDO PACE' LOT 1 1o.t9{sV 490101)3R HATCHING LEGEND LOTS TO BE OWNED 8Y WATERLOO AT TIME OF PLATTING LOTS TO BE OWNED BY NORTH CROSSING, LLC AT TIME OF PLATTING LOTS TO BE DEDICATED 70 ALLEN MEMORIAL HOSPITAL CORP TRACTS FOR REGIONAL DETENTION TRACT C 5 055 ACRE1S) 259821)5F F 1y,:t S84G _ia 0G °yO0.0ay9a LAKESIDE STREET RACY A/ 1.103 ACR 3 . 70032 NO' 0' 107 36RCS. 'A' NE.SW 12-09-12 29 g0 LLLI e� pP TRACT B $.071 ACRE{a) 253501 SF W cc 21 N 0.0 207 31 3e 23 ai 00 05 0e 0; 02 s'` . 00 gS SS 51 S0 SS V. I 53 SS r 5', 50 0.9 a5 28 1 Page 172 of 609 EXHIBIT "D" Site Map See attachment. Page 173 of 609 EXHIBIT "E" Virden Creek Project Property Parcel 8913-12-151-027: A part of the SW 1/4 NW 1/4 Section 12, T-89-N, R-13-W of the Fifth Principal Meridian, Black Hawk County being more particularly described as follows: Commencing at the SE cor. SW 1/4 NW 114 corner of said Section 12; thence N00°48137"W, along the East line of the SW 1/4 NW 1/4 of said Section, 997.69 feet to the point of beginning. Thence 889°44'18"W, 987.60 feet; thence N00°43'12"W, 100.00 feet; thence S89°45'02"W 130.00 feet; thence S89°56'55"W, 110.17 feet; to the East right of way line of Logan Avenue/U.S. Highway 63; thence N25°18'44"W, along said right of way, 54.74 feet; thence N89°44'21"E, 1250.30 feet to the said East line SW 1/4 NW 114; thence S00°48`37"E, along said East line, 150.01 feet to the point of beginning. Parcel 8913-12-176-005: A part of the SE '/4 NW 1/4 and NE '/ SW'/4 Section 12, Township 89 North, Range 13 West of the Fifth Principal Meridian, Black Hawk County, being more particularly described as follows: Beginning at the SW corner, SE %4 NW'/ of said Section 12; thence N 00°48'37"W, along the West line SE' NW 1/4 of said Section, 1147.69 feet; thence N89°44121" E, 233.01 feet; thence S00°48`37"E, 1699.87 feet; thence N89°6'50"W, 198.88 feet; thence N00°55'45"W 550.97 feet to the North line NE'/ SW % of said Section; thence S89°57'56"W, along said North Line, 33,00 feet to the point of beginning. Parcel 8913-12-326-005: A part of the NE' SW% Section 12, Township 89 North, Range 13 West of the Fifth Principal Meridian, Black Hawk County, being more particularly described as follows: Commencing at the S% corner of said Section 12; thence N00°53'50"W along the East line of SW'/ of the said Section 12, 1846.97 feet to the point of beginning; thence N65°38'15"W 294.10 feet; thence N89°56'50"W to the East Right of Way of E. 4'h Street, 1032.27 feet, thence NOO°55'45"W, along said East Right of Way, 100.01 feet; thence S89°56'50"E, to the East line of the NE' SW% of said Section, 1298.33 feet; thence S00°53`50"E, along said East line, 221.10 feet to the point of beginning. Parcel 8913-12-401-002: A permanent easement over and upon the following property owned by Alcorn: A part of the West 15 acres of the S' of the NW' of the SE% of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, being more particularly described as follows: Commencing at the S% corner of said Section 12; thence N 00°53'50" W along the West line of the SE' of said Section 12, 1835.74 feet to the point of beginning; thence N 00°53'50" W continuing along said West line, 99.69 feet; thence S 65°38'15" E, 96.54 feet; thence S 89°53'58" E, 910.27 feet to a point on the East line of the West 15 acres of the S% of the NW'/ of the SE' of said Section; thence S 00°52'33" E along said East line, 60.01 feet; thence N 89°53'58" W, 997.57 feet to the point of beginning. Parcel identified as Tract D on site map. Page 174 of 609 EXHIBIT "F" Economic Development Projects The public infrastructure improvements are proposed for construction in support of several planned development project and for additional future projects not yet identified. As of the date of the Agreement, development projects planned and proposed for the project area include the following elements: A. More than $37 million in expected investment costs B. Over 98,000 square feet of new residential and commercial business space C. At least 100 new jobs are estimated to be created by the projects after commencement of operations, in an area that is economically depressed and in need of new investment and opportunities D. Proposed subdivisions will create 20 new buildable lots to be served by new infrastructure or improvements to existing infrastructure. Development projects anticipated for the project area, as of the date of the Agreement, include the following, all of which would materially benefit from the public improvements to be constructed pursuant to the Agreement: 1. Childcare facility of approximately 15,000 square feet on 2.76 acres, with estimated investment cost of $2.4 million, to be completed by December 2023. 2. Senior activity center of approximately 9,000 square feet on 3.36 acre, with estimated investment cost of $1.7 million, to be completed by December 2024. 3. 180-unit residential complex of over 74,000 square feet on 10.78 acres, with estimated investment cost of $33 million, to be completed by December 2024. 4. Page 175 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Division Manager Public Works Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 25, 2023, and date of public hearing as June 5, 2023, in conjunction with the Street Department Seal Coat Program, and direct the City Clerk to publish said notice. RECOMMENDED COUNCIL ACTION Approve seeking competitive price quotes on emulsified asphalt to be used in seal coat program. 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. Specifications and Bid Proposal Page 176 of 609 Page 177 of 609 SPECIFICATIONS AND BID PROPOSAL FOR ASPHALT EMULSIONS CITY OF WATERLOO, IOWA PREAMBLE: The undersigned being a corporation existing under the laws of the State of Iowa; a partnership consisting of the following partners: , or an individual doing business as , being familiar with the specifications affecting the cast of this commodity, hereby offers to furnish said commodity in accordance with the conditions and specifications provided herein. SUBMISSION OF BIDS AND BID OPENING: Sealed bid proposals will be received by the City of Waterloo Clerk's Office; 715 Mulberry Street; Waterloo, Iowa 50703, until NOON, on May 31st, 2023. Any bid submitted after the specified time shall be rejected. Bids will be publicly opened and read aloud at the City of Waterloo Clerk's Office, June 1st, 2023. SPECIFICATIONS: The City of Waterloo is seeking competitive price quotes on emulsified asphalt to be used in our seal coat program. This program consist of oiling seal coated roads with emulsified asphalt and spreading chips. A follow up of fog sealing and occasional reclaiming is also necessary. The bidder guarantees to provide product complying with the specifications set forth under the conditions outlined in section 4140 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series 2012; AASHTO T-96, as related. A. Product Estimated Quantities 1. HFMS-2S (for reclaiming) 15,000 Gallons 2. CRS-2P (for seal coating) 70,000 Gallons 3. CSS-1 Dilute/4:1 (for fog sealing) 38,000 Gallons B. Measurement The net quantity in gallons will be determined from the delivery tickets supplied with each individual truck load. Each load shall be delivered with a producer's scale ticket showing gross, tare, and net weights converted to net gallons. The Contracting Authority reserves the right to re -weigh any or all trucks at the expense of the contracting authority to verify amounts. Net weights within 0.5% shall remain unadjusted. If the net weight varies more than 0.5%, the destination weight will be used. C. Delivery The quoted price shall include delivery to the Street Department storage facility located at 2300 Commercial Street in Waterloo, Iowa. The City reserves the right to off-load directly from The Contracting Authority's supplied tanker trailer to be left on site for the duration of the City's seal coat program. Delivery shall be made by standard semi -tractor tanker load. Deliveries will normally be requested between 7:00AM and 3:OOPM, Monday through Friday. Delivery of emulsion upon receipt of a call Page 178 of 609 for a delivery shall be made no later than 8:OOAM the following business day unless delivery requested on a Friday, in which case shall be delivered the following Monday no later than 8:OOAM. D. Calls for Delivery Calls for delivery shall be made by the City of Waterloo Street Department during normal business hours, Monday through Friday. Calls will be made to the location supplied by the bidder. Notice of any changes in the call number or location must be made in writing prior to the effective time of the change. E. Payment Payment will be made within thirty (30) days of the receipt of a proper invoice for the material delivered. Invoices should be directed to: City of Waterloo Public Works; 625 Glenwood Street; Waterloo, Iowa 50703. FAX: (319) 232-0264. Matt.boquist@waterloo-ia.org (Street Department Director) BID PRICES: The Bidder proposes to meet or exceed the above specifications for the following price: Product Bid Quantity Unit Price TOTAL HFMS-2S 15,000 Gallons $ $ CRS-2P 70,000 Gallons $ $ CSS-1 Dilute/ 4:1 38,000 Gallons $ $ CANCELLATION: The successful bidder understands that the Contracting Authority may Cancel this Agreement, with thirty (30) days notice, if he has knowledge that all conditions as stated in this Bid Proposal have not been fulfilled. The Bidder, having fully read this document, hereby acknowledges that this Bid Proposal completely reflects the total bid as contained herein. Name of Company Address By: (Signature) Telephone Title Email Address Date Page 179 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 25, 2023, and date of public hearing as June 5, 2023, in conjunction with the FY 2023 Greenbelt Lake REAP Grant Phase II, Contract No. 1085, and direct 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 180 of 609 None Page 181 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Leisure Services Department May 1, 2023 AGENDA ITEM TITLE Leisure Services Commission board minutes of March 14, 2023. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Board Minutes 3-14-2023 Page 182 of 609 MINUTES WATERLOO LEISURE SERVICES COMMISSION TUESDAY, March 14, 2023 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 7:34am. Present: Council Liaison Dave Boesen, Jessica Rucker, Allison Richter, Ellen Vanderloo, Tom Powers, Tom Christensen Staff: Paul Huting, Chris Dolan, Travis Nichols, Bob Etringer, Todd Derifield, JB Bolger Absent: Bob Bamsey, Tim Moses Paul Huting called for approval of the agenda. Tom Powers motioned to approve the agenda, second by Ellen Vanderloo. Ayes: All Nays: None Paul Huting called for motion for the approval of the 2/14/2023 meeting minutes. Jessica asked for two corrections to the minutes (start time and last month that Brenda Durbahn was present). Motion by Jessica Rucker to approve amended meeting minutes, second by Ellen Vanderloo. Ayes: All Nays: None ELECTION OF OFFICERS Paul Huting asked for nominations for position of Chair. Nomination by Tom Powers to nominate Tom Christiansen as Chair. Paul Huting asked for other nominations, there were none. Paul asked for a motion to approve the nomination. Motion by Tom Powers, second by Jessica Rucker. Ayes: All Nays: None There were no nominations for the vice -chair position so Ellen Vanderloo graciously volunteered for the vice -chair position. Second by Tom Powers. Ayes: All Nays: None Ellen Vanderloo nominated Jessica Rucker for the secretary position, second by Tom Powers. There were no other nominations. Ayes: All Nays: None COMMITTEE ASSIGNMENTS Members are asked to submit the Committee Preference Sheet. The Commission Chair will make assignments after reviewing preferences. REVIEW OF BILLS Tom Christensen called for approval of the bills. Ellen Vanderloo motioned to approve February bills, second by Tom Powers. Ayes: All Nays: None COMMUNITY GARDENS AGREEMENT FOR HIGHLAND PARK Staff have negotiated a use agreement with the Center for Energy and Environment at UNI for the use of property at Highland Park for a community garden. The City legal department has drafted an Agreement that is currently under review by administrative officials at UNI. The draft Agreement is enclosed for your review. Motion by Allison Richter, second by Jessica Rucker to approve the agreement subject to potential minor staff revisions and forward to City Council for final improvement and adoption. Ayes: All Nayes: none MILLER PARK BASKETBALL COURT CONSTRUCTION AGREEMENT Staff is negotiating a use agreement with St. Edward's School for the construction of a half -court basketball facility at Miller Park, adjacent to the school. Charlie Donohue is a St. Edwards parent (who is employed with the City of Waterloo Fire Rescue). He andPage 183 of 609 his son are organizing a fundraising campaign for the new court. The court would be a 50ft by 50ft concrete slab installed by Schott Construction at no cost to the city of Waterloo. A draft of the agreement was presented. Motion by Tom Powers, second by Jessica Rucker to approve the concept of the basketball court project and forward to City Council for final approval and adoption. Ayes: All Nayes: None STAFF UPDATES Forestry — Todd Deriifield Todd distributed the Plant Waterloo! Tree order form. This is the third year we have been able to offer this program due to a generous donation from the Young Family Foundation. Todd encouraged anyone interested in the program to get their tree ordered. Trees will be distributed May 4th, 4:00 to 5:30pm and anyone that wants to participate is welcome to join us at Brynes Park parking lot. Sports and SportsPlex — Bob Etringer Worlds greatest Spring Break started Monday and will continue this week. $1/person to swim. Times each day are 9:00-10:00, 10:30-11:30 and 12:00-1:00. McElroy Trust reimburses $2500. Softball tournament this past weekend 3/10-3/12 with 25 teams. Next weekend 3/17-3/19 we have 27 teams. 50 games will be played over both weekends. 3/11-3/12 we hosted a volleyball tournament 18 teams played 32 games. Our major rental events at the SportsPlex will end this weekend. We will stay busy with birthday parties, team practices, business meetings and graduation parties. Construction — Travis Nichols The construction crew continues to do weekly park inspections. They walk and drive through parks looking for maintenance problems. They also continue to do weekly winter garbage route. With the decent weather it seems more like a summer route with more activities going on in parks. The crew was part of a group that did demolition at Gates Park for the up and coming renovation project. They continue to do general maintenance and repairs in parks and Leisure buildings. They completed drywall repair at the Sportsplex. Current projects include the Gates/Byrnes renovation project which plans and specifications are about 90% complete, Edison Park which city staff are installing shelter and playground, REAP Greenbelt project which the City's engineering department is doing design work for us, the shade structure at the skate park and shelter at Sulentic Park which is also being prepared by engineering. Golf and Downtown Area — JB Bolger We kept the rental excavator we had for Gates Golf Course pond dredging for about two additional two weeks and completed a large percentage of the demolition work needed at upper Gates to make way for the new amenities that will be installed later this year. By doing these things in-house we saved a lot of money on the project budget. We completed Golf Maintenance II interviews 2/24/23. The Civil Service List will be certified this Friday 3/17/23. After that we will make an offer to the top candidate on the list. We completed interviews and have made an offer to the top candidate for the Customer Service Associate vacancy for the main Byrnes Office. That person will start 4/3/23. We finished installing the new City logo on 42 on -road vehicles for the department. Young Arena — Chris Dolan State AAU Wrestling grades K-2 took place at Young Arena March 4 -5th. Over 1,500 wrestlers participated. The Waterloo Black Hawks are currently in 2nd place in the Western division. The Black Hawks have five home games remaining. Attendance fcwage 184 of 609 Black Hawks games is up 150 fans per game for the 2022-2023 season. The Battle of Waterloo Hockey Tournament will take place at Young Arena March 18-19. Participants' ages are 4-14, there are 175 players registered. The Battle of Waterloo High School Wrestling tournament will be adding a separate 24-team girls Tournament on Thursday, December 14, 2023. The next regular Leisure Services Commission Meeting will be held Tuesday, April 11, 2023. Motion made by Ellen Vanderloo to adjourn the meeting, second by Jessica Rucker. Tim Christeisen adjourned the meeting at 8:30am. Jessica Rucker, Secretary 4\01,5 Date Page 185 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Planning, Programming and Zoning Commission minutes of March 14, 2023. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. March 14, 2023 Page 186 of 609 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING, AND ZONING COMMISSION REGULAR MEETING - 4:00 P.M. MARCH 14, 2023 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Chairperson Wilber at 4:00 p.m. via zoom and in person in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Patrisha Serfling, Brandon Schoborg, Ali Parrish, and Phillip Shirk. Members present electronically were: Janelle Ewing. Members absent were: Virginia Wilber, Cody Leistikow, and Steve Trost. Note -Representative from Human Rights is currently a vacate position. Others present were: Lexi Blank, Adrienne Miller, Tim Andera, John Dornoff, and Seth Hyberger — Planning Department; Dennis Gentz — City Engineer; Rick Wilberding — Waterloo WaterWorks; Rob Nichols — City Council Liaison and 15 citizens. Others present electronically: Dave Boesen — City Council Liaison and 2 citizens. I. Election of a temporary Chairperson for the March 14, 2023 Meeting. It was moved by Serfling and seconded by Schoborg to nominate Phillip Shirk as temporary Chairperson. Motion carried unanimously. II. Approval of the Agenda It was moved by Serfling and seconded by Schoborg to approve the amended agenda combining items A-4, B-1 and B-2. Motion carried unanimously. III. Approval of the Minutes from the regular meeting on February 14, 2023. It was moved by Serfling and seconded by Schoborg to approve the minutes of the February 14, 2023 meeting. Motion carried unanimously. IV. Financial Report January 2023. Dornoff reviewed the financial report. It was moved by Parrish and seconded by Schoborg to receive and place the financial report on file. Motion carried unanimously. V. Oral Presentations There were no oral presentations. VI. New Business A. Hearings — Site Plan Amendments 1. Request by Magnum Trucking for a Site Plan Amendment to construct a new 14,000 square -foot industrial building along with a 14,000 square foot expansion in the "M-2,P" Planned Industrial District located northeast of 2510 Leversee Road on Warp Drive. Page 187 of 609 Planning and Zoning Commission March 14, 2023 It was moved by Parrish and seconded by Serfling to receive and place on file the statement of verification at 4:07p.m. Motion carried unanimously, and Shirk declared the hearing open. Dornoff read the staff report recommending approval of the request subject to the following condition: that the final site plan meets all applicable city codes, regulations, etc., including, but, not limited to, parking, landscaping, screening, drainage, etc. Adam Daters, CGA Engineers, stated he was available to answer any questions. It was moved by Schoborg, seconded by Serfling, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:13 p.m. It was moved by Serfling, seconded by Parrish, to recommend approval of the request by Magnum Trucking for a Site Plan Amendment to construct a new 14,000 square foot industrial building along with a 14,000 square foot expansion in the "M-2,P" Planned Industrial District located northeast of 2510 Leversee Road on Warp Drive subject to the following condition: that the final site plan meets all applicable city codes, regulations, etc., including, but, not limited to, parking, landscaping, screening, drainage, etc. Motion carried 4-0-1 (Schoborg abstained). 2. Request by Tony Fischels for a Site Plan Amendment to construct a new 50,400 square foot office/warehouse building in the "M-2,P" Planned Industrial District located at the southeast corner of Leversee Road and Hyper Drive. It was moved by Schoborg and seconded by Parrish to receive and place on file the statement of verification at 4:15 p.m. Motion carried unanimously, and Shirk declared the hearing open. Dornoff read the staff report recommending approval of the request subject to the following conditions: that the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Adam Daters, CGA Engineers, stated he was available to answer questions. Tony Fischels, PO Box 203 Waterloo, stated he was available to answer questions. Parrish asked what the building was to be used for and if there going to be any issues if the airport expanded, to which Fischels stated it was speculative, and Dornoff stated that any future expansion of the airport was taken into consideration when developing this industrial park. It was moved by Parrish, seconded by Schoborg, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:19 p.m. It was moved by Serfling, seconded by Parrish, to recommend approval of the request by Tony Fischels for a Site Plan Amendment to construct a new 50,400 square foot office/warehouse building in the "M-2,P" Planned Industrial District located at the southeast corner of Leversee Road and Hyper Drive with the following conditions: that the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Motion carried unanimously. 3. Request by Levi Architecture (on behalf of Starbucks) for a Site Plan Amendment to construct approximately 2200 square foot coffee shop in the "S-1" Shopping Center District located north of 115 East Ridgeway Avenue. -2 Page 188 of 609 Planning and Zoning Commission March 14, 2023 It was moved by Parrish and seconded by Schoborg to receive and place on file the statement of verification at 4:21 p.m. Motion carried unanimously, and Shirk declared the hearing open. Dornoff read the staff report recommending approval of the request subject to the following condition: that the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Julie Smith, representing MercyOne, and asked to speak by Ryan Meyer COO of MercyOne Northeast Iowa, who stated that the property line is close to the front of the MercyOne Medical Center, and because of the lack of room, will have to construct a new drop off location for patients that will be close to the lot line and close to the Starbucks lot line which will create a safety concern for the medical center, especially for patients coming off of Paratransit and others being dropped off. MercyOne is requesting that Starbucks shift its plans for the building to the south. Corey Lorenzen, representing the developer on the project, stated that they reached out to MercyOne on November 23rd as potential owners and told them of their site plan, including the drive-thru. He also stated that there was a call between himself and Matt Rumple, Director of Facilities for MercyOne on November 28th, with follow-up emails on November 29th with a follow-up conference call on November 29th with Lorenzen, Humple, and Meyers where the issues were discussed including the possibility shift the site to the south but they were not willing to offer compensation for land that MercyOne had already sold. Lorenzen stated that they did not hear from MercyOne until December 22nd, when MercyOne demanded that the building be moved to the south and that they be given an access easement but were not willing to compensate the developer, to which the developer estimated the cost would be $60,000 and MercyOne was notified that the developer was going to proceed with the site plan and the phone call was terminated abruptly. Lorenzen called and emailed Humple apologizing that the phone call went sideways but he received no response back. He also noted that MercyOne had every right to protect that area when the land was sold but did not and just collected the money. Parrish asked where all the access points would be and what would be done with the little notch near the current drop-off, to which Dornoff showed the plat that showed where the individual access points would be, and Lorenzen stated that it would be a grassy area. Parrish also noted that she goes to that facility and is surprised that MercyOne sold what they did since it will affect their parking and if they still have parking behind the building, to which Lorenzen stated yes. Parrish asked where the north property line for Kwik Star is, to which Dornoff showed it on the plat image. Barbara Henning, 138 Sidehill Drive, feels the area is too congested and asked if there is a plan for the entire development, including the new apartment building, to which Dornoff noted the apartment building is almost completed but is located along Acadia Street. Henning stated she is also concerned about safety. Smith stated that she was told by the COO that there was going to be a patient drive-thru on the south side of their property, and they just didn't want more traffic on the other side of their property, so were requesting the drive-thru be shifted further south. Serfling asked about the drainage, to which Dornoff responded that it will be taken care of and that they will have a detention pond. It was moved by Schoborg, seconded by Serfling, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:41 p.m. -3- Page 189 of 609 Planning and Zoning Commission March 14, 2023 It was moved by Serfling, seconded by Schoborg, to recommend approval of the request by Levi Architecture (on behalf of Starbucks) for a Site Plan Amendment to construct approximately 2200 square foot coffee shop in the "S-1 "Shopping Center District located north of 115 East Ridgeway Avenue. with the following condition: Ithat the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Motion carried 3-1-1 (Parrish voted Nay, Shirk Abstained). 4. Request by Parks Property Management, LLC (on behalf of Pella Windows & Doors) for a Site Plan Amendment to construct a new 23,755 square foot commercial building in the `B-P" Business Park District located south of 4041 Hurst Drive. It was moved by Parrish and seconded by Schoborg to receive and place on file the statement of verification at 4:45 p.m. Motion carried unanimously, and Shirk declared the hearing open. Blank read the staff report recommending approval of the request subject to the following conditions: 1) that the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Wendell Lupkes, VJ Engineering, noted that the plan shows everything but the sidewalk and the trail but was waiting to see if there was a comment before presenting an updated plan. Parrish asked where the sidewalk and trail would go to which Dornoff responded on the south side of the roads. Parrish also asked if they were moving from their current location off of Sergeant Road, to which Schoborg responded that they will be. It was moved by Schoborg, seconded by Serfling, to close the public hearing. Motion carried unanimously. The hearing was closed at 4:54 p.m. It was moved by Schoborg, seconded by Serfling, to recommend approval of the request by Parks Property Management, LLC (on behalf of Pella Windows & Doors) for a Site Plan Amendment to construct a new 23,755 square foot commercial building in the `B-P" Business Park District located south of 4041 Hurst Drive with the following condition: that the final site plan meets all applicable city codes, regulations, etc. including, but, not limited to, parking, landscaping, screening, drainage, etc. Motion carried unanimously. B. Plats 1. Request by Hurst Holdings, Inc. for the Preliminary Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 Hurst Drive. Blank read the staff report recommending approval of the request with the following condition: the plat has all accurate required information prior to the Preliminary Plat being sent to the City Council. This item was discussed with item A-4. It was moved by Schoborg and seconded by Serfling to recommend approval the request by Hurst Holdings, Inc. for the Preliminary Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 -4 Page 190 of 609 Planning and Zoning Commission March 14, 2023 Hurst Drive with the following condition: the plat has all accurate required information prior to the Preliminary Plat being sent to the City Council. Motion carried unanimously. 2. Request by Hurst Holdings, Inc. for the Final Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 Hurst Drive. Blank read the staff report recommending approval of the request with the following conditions: 1) that the plat has all accurate required information prior to the Final Plat being sent to the City Council; and 2) that sidewalk be installed on the south side of Tower Park Drive and a trail on the south side of Fisher Drive. This request was discussed with A-4. It was moved by Schoborg and seconded by Serfling to recommend approval the request by Hurst Holdings, Inc. for the Final Plat of Tower Park No. 7, a six -lot commercial subdivision located in the "B-P" Business Park District and "C-P" Planned Commercial District located south of 4041 Hurst Drive with the following conditions: 1) that the plat has all accurate required information prior to the Final Plat being sent to the City Council; and 2)that sidewalk be installed on the south side of Tower Park Drive and a trail on the south side of Fisher Drive . Motion carried unanimously. 3. Request by City of Waterloo for the Final Plat of North Crossing 3rd Addition, a 3-lot commercial and residential subdivision in the "R-4, R-P" Planned Residence District located north of 501 Lakeside Street. Dornoff read the staff report recommending approval of the request noting that it had previously been recommended for approval by the Commission, but since one year had passed before it was approved to go to the City Council, it needed to come back to the Commission. There were no comments on this request. It was moved by Serfling and seconded by Parrish to recommend approval the request by City of Waterloo for the Final Plat of North Crossing 3''d Addition, a 3-lot commercial and residential subdivision in the "R-4, R-P" Planned Residence District located north of 501 Lakeside Street. Motion carried unanimously. 4. Request by CJ's Construction on behalf of Hope M. Anderson for the Final Plat of Paradise Estates 1st Addition, a 64-lot residential subdivision in the "R-1" One and Two Family Residence District located adjacent to 5643 Kimball Avenue. Hyberger read the staff report recommending approval of the request with the following condition: That the plat is updated and additional documents are submitted as required by staff before the request is reviewed by the City Council. The minor potential changes and information needed will not impact the design and layout as shown; just potential changing the size of some drainage easements. Lisa Burch, YTT Design, stated she was available to answer any questions. Parrish asked if there were any drawings of the proposed houses and how big they were going to be, and if those would come back to the commission to which Dornoff responded they would not since it is not a planned district, and Schoborg said they would be a minimum of 1300 square feet per the deed of dedication. -5 Page 191 of 609 Planning and Zoning Commission March 14, 2023 Parrish asked how wide the streets would be, to which Burch responded that Paradise would be 31 feet wide and the other streets would be 28 feet wide. Parrish asked what the lot widths would be, to which Burch responded that they were above the requirements for the "R-1" District but would be between 75 and 85 feet wide. Parrish also noted that the Deed of Dedication says that it will create a Neighborhood Association and asked if that was supposed to be a homeowners association and if it should be changed, to which Dornoff responded that they were talking about a homeowners association. Mike Henning, 138 Sidehill Drive, noted that the staff report read by Hyberger was different from the one that was sent to Henning, to which Hyberger noted that there had been updates to the staff report. Henning also asked if there would still be sidewalks required on all street frontages and asked why there would not be a sidewalk required along Kimball Avenue and is concerned that there would not be a sidewalk along Kimball Avenue since we are supposed to have a Complete Streets program, and it will be less safe for kids walking to school and noted that there is a sidewalk along the length of the school and there are 1700 cars a day on that street. It was later determined that the approved Preliminary Plat and proposed deed of dedication require sidewalks on all street frontages, which would include Kimball. Henning also wanted to know if the Trail along Kimball on the INRCOG master plan was taken out and stated it should be combined with the sidewalk, to which Dornoff noted that the plan has not been adopted by the City of Waterloo yet. Henning asked about the Deed of Dedication, noting that when the staff report was written, it was not turned in yet, but now it has and asked when it would be available to the public, to which Dornoff responded that the Deed will get reviewed by the Engineering and Planning Departments before it will go to the City Council, and the deed was available for public review. Henning did thank Hyberger for putting information in about the school bus access in the staff report. Henning asked when the Black Hawk County Soil & Waterloo Conservation Commission will get the drainage report to which Burch noted that they see the drainage plan as part of the regular review process, but the report does allow the developer to determine the width of the drainage easements that will be needed. Burch also noted that they have to have a plan for soil erosion which is standard for any construction project. Andera stated that the staff talked to the developer on March 13th and requested a sidewalk along Kimball Avenue from Paradise Boulevard to connect with the school's sidewalk. As noted above, it was later determined that a sidewalk is required along all of the frontages along Kimball. Burch noted that the developer did agree to have a sidewalk on Kimball Avenue south of Paradise Boulevard, and the school district will extend their sidewalk to meet the developer's portion, and there will be a bus connection, but it has not been determined yet where. Burch also noted that there would be a sidewalk from a future phase of the project to connect to the back of the school as well. Parrish asked about the connection to Lichty Boulevard that is shown in the preliminary plat, to which Burch responded that it would be in the next phase and that there would be a sidewalk along Kimball to connect the school from there also. Burch noted that they have a preliminary design for the second phase but not a final one. -6 Page 192 of 609 Planning and Zoning Commission March 14, 2023 Parrish asked if there would be sidewalks throughout the development, to which Burch stated yes there would be, and on both sides of the street. Schoborg asked if there was currently a crosswalk across Kimball Avenue, to which Dornoff responded yes, there is with push button activated lights. Parrish asked about stormwater detention, to which Burch responded that there is two large storm water basins in the development. Burch also noted they are working with the Iowa Department of Transportation for access to Iowa Highway 21 for the future phase. Parrish asked how many homes with all phases, to which Burch responded that she was not sure of the exact number but around 200. Schoborg asked why there would not be permanent access to Kimball Avenue from Moonlight Drive to which Burch responded that it was due to not wanting two accesses so close together, and discouraging cut through traffic when the future phase connects with Highway 21. Monique Walters, 5404 Kimball Avenue, asked if what is included in the final plat is the only part of the project being developed, to which Dornoff responded correct Walters further asked when the 8 acres plot would be developed, to which Dornoff responded that staff currently has no information on that. Walters also asked if future phases would have to come back to the Commission and City Council, to which Dornoff responded yes. Barbara Henning, 138 Sidehill Drive, asked Parrish if she was asking how much the homes would be from the lot lines, to which Parrish answered she was asking how the homes would be laid out on the property overall, and Henning asked how far away from lot line would the homes be to which Dornoff responded that the standard side yard setback in the "R-1" One and Two Family Residence District is 10% of the lot width or a maximum of 10 feet so with lots between 75 and 85 feet the setbacks will be between 7.5 and 8.5 feet. Henning stated her neighborhood is used to having large lots and bigger setbacks. Wendell Lupkes, VG Engineering, asked if the developer has to provide Bonds and other financial guarantees to which Gentz responded that when the final plat is submitted to the City Council, it is required to have a Contract & Petition Waiver, which guarantees the construction of the improvements and if they don't the city can assess them but that has not happened in the 43 years he has been with the City. Serfling asked when the Preliminary Plat went through, to which Dornoff responded in 2018. Amy Anderson, 110 West Orange Road, stated that they are concerned about water pressure to which Dornoff noted that WaterWorks has been studying the water situation in the area, and Wilberding responded that they have an engineer on contract working on it right now and are looking at a lot of options for the area. It was moved by Parrish and seconded by Schoborg to table the request CJ's Construction on behalf of Hope M. Anderson for the Final Plat of Paradise Estates 1st Addition, a 64-lot residential subdivision in the "R-1" One and Two Family Residence District located adjacent to 5643 Kimball Avenue. Motion carried unanimously. -7 Page 193 of 609 Planning and Zoning Commission March 14, 2023 C. Street Naming 1. Request by the City of Waterloo to rename West San Marnan Drive from West 4th Street to Ansborough Avenue to Van Miller Way. Dornoff read the staff report recommending approval of the request. Parrish asked if there were concerns about renaming only a portion of the street, to which Shirk responded that it feels like a different road west of Ansborough, and he did not see an issue with it. It was moved by Parrish and seconded by Serfling to recommend approval the request the City of Waterloo to rename West San Marnan Drive from West 4th Street to Ansborough Avenue to Van Miller Way. Motion carried unanimously. VII. Discussion The next meeting of the Planning, Programming, and Zoning Commission will be on April 11, 2023. VIII. Adjournment It was moved by Parrish and seconded by Serfling to adjourn the meeting at 5:35pm. Motion carried unanimously. Respectfully submitted, John Dornoff, Planner II -8 Page 194 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Steven Hostetler Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 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. Steven Hostetler Board & Commission Application Page 195 of 609 Page 196 of 609 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date: L Ge,Y; �� ✓ �``1 2- )/ 7 I, Ile vc h/ Y(, 'f /�S T 66v( , request to be appointed to (state preference): (Name) 1. tCAS/n.kl , /o,/2. Home Phone: 5 % j -Ti `V--S 51/% Cell Phone: sly'- 5/ZV "S-Y/f Work Phone: 3 i-/Z --s I//2' Home Address 7 ?// /4' o L��, e Zip Code S`7 7 .' Employer Employer Address }44�-e /IS 4-dots-. Title C3 (Ai/tic,— Zip Code How long have you resided in Waterloo? years List current membership in organizations and offices held: I am available for meetings: ,[d A.M. J'P.M. 1/Noon trEvenings I am available to serve on a Board/Commission the entire year: bj-Yes ❑ No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: ad- S A A «c (cam i/ ,% � ,n - le n .E ra �/ .1r ��� �✓, Additional information and comments that may not be evident from information already on this form: References (include phone numbeas): 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/Commisslon. 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. A 8 AD 1 - (TA 6,- ib-*)`, , . 11)-3 Signature RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 Rev04f1412oi4 FAX 2914296; EMAIL: mavor@waterloo-iia.orq; PHONE 291-4301 Page 197 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Todd Eastman Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 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. Todd Eastman Board & Commission Application Page 198 of 609 Page 199 of 609 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Rev 04/1412014 Date: ./a2 ./ep— l ! //// (Name / [. 17ouSi/�c peas Aoa�'d 2. , request to be appointed to (state preference): Home Phone: 4//4- ,,,, //Cell Phone:..�/�^Z6Q,1U/g 7 Home Address /19/ lec✓el[ ifeei Employer(— 4ed a104 of alive Employer Address "'/09 Afet'd, J$'ee-7 How long have you resided in Waterloo? 3/ years List current membership in organizations and offices held: A% drre . Previously an /le r'tn7 er (CaR i3a,,� l�(e.es Aeso t.4'G.. � J ' Low Ll' k "" 4 r ern: z.ec 7 of A 5a.le aril c oaty r»edevs 4e4eve._ rig AhvX 12'646/1 Work Phone: aii4' v73J7-/o2"/.Z Zip Cod�a3 60,4J doe Calf., . Title Zip Code ,S7o3 ! am available for meetings: iel.A.M. ❑ P.M. ❑ Noon Ev ngs I am available to serve on a Board/Commission the entire year: ,'Yes ❑ No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: 'F L'i t hze . I"�1 #L ail ke .firon, WorJL e7t, '- st w - well with th 7114) PuL1il aK/ /ayed 74, „47 .e. <oyed.S..-4.4 i1 m4W!i Additional information and comments that may not be evident from information already on this form: References (include phone numbers): 04awrt j J'6 ✓1 r 2,40ei -f Avec - .79' is/^ 9/47, d L,etafetuba' 44fo1 /f1'CIe/land 1 k/.Jt/�(vd r�lt .1-V4r i,.end F7ave Zen hoe 4 9' r ncR 0144 1114Pmee .3/9 -19/ ' I/DO- 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 om above date. - pe1•cy ) }arm t) -Da`, Signature a 4a_ RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 FAX 291-4286; EMAIL: mayorpwaterloo-ia.orq; PHONE 291-4301 Page 200 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE LaTonya Stokes Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 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. LaTonya Stokes Board & Commission Application Page 201 of 609 Page 202 of 609 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date: 12/27/2019 I, La Tonya Stokes , request to be appointed to (state preference): (Name) 1. Housing Appeals Board 2. Home Phone: 319-427-0282 Cell Phone: 319-427-0282 Work Phone: Email Address lastokes23@gmail corn Home Address 3330 Logan Ave Waterloo Zip Code 50703 Employer Stokes Development LLC Title Manager Employer Address P.O. Box 1623 Waterloo Zip Code 50704 How long have you resided in Waterloo? 38 yrs Email address: lastokes23@gmail.com List current membership in organizations and offices held: VP of I anrilnrds of RlackHawk Trustee and Ministry Head at Antioch Baptist Church; Assistant Coach for Girls Basketball at Waterloo East High I am available for meetings: LXA.M. EXP.M. LI Noon EXEvenings I am available to serve on a Board/Commission the entire year: iXYes ❑ No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: Being an landlord and business own in this community for over 40 years. I have worked with diverse groups. I will bring a lot of knowledge and dedication this board. Additional information and comments that may not be evident from information already on this form: References (include phone numbers): Will Montgomery-(319) 610-4456; William Muhammad-(319) 493-0851 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. Reek:c1 - o 1—um 6-1u c)o; 9.-1D -a3 Signature RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 Rev04/11/18 FAX 291-4286; EMAIL: mavorAwaterloo-ia.orq; PHONE 291-4301 Page 203 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Kenny Williams Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 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. Kenny Williams Board & Commission Application Page 204 of 609 Page 205 of 609 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date: / ' / — � o / q l itbmn q t. ,r15 , request to be appointed to (state preference): f I (Name) 1 p 1. NDli5) �) 0�5 U)t)C?(c\ 2. Home Phone: Cell Phone /9 l) 3 0 I Work Phone: Home Address ) Z g,V { 1v;- Zip Code 4", Employer Title Employer Address Zap Code How long have you resided in Waterloo? ) years List current membership in organizations and offices held: pi, , c1- I am available for meetings: © A.M. vt P.M. p Noon P Evenings I am available to serve on a Board/Commission the entire year: Ft Yes 0 No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: Uolui.-to,r ark{ (.or 1-A C Act rcArQ S 1or h1 ha(p ' {,12_o.n; . u.v 1 �„nS ) c;‘,._e..l'0uQr y cyc ,,,Qc.LS � b�� � �el ci00 6. Z ix% Snow,. 6 - no sk tf)0!'S -1-c-TY3 I10 /-- -1-(-) a_ , iztncy 11 E, 3` 4,_c Additional information and comments that may not be evident from information already on this form: e; r ktA CUSS Oc rr.`-/-1 OVA it Oe _e� ,rn z:., eN ". o C� tv �S' yn References (include phone numbers): 1 0 M rn 0, rset1\ (3/ 9) a Y 3(--- S 3 9c t,„, rkS � J OQ 5 0 be -z co 0 f Q 42A\ OK St- t‘CQzli peecu,LA 3 j 9 s 5'- AJ c V- CoilDm 3\) ? (03- 3 a 6 Q Vr-a t,,, on. s'+ek).-. (6161t^li [lido,/ t 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. ,c1-L1 1D I s'i--11,trn 4- r?)--c)b LfLvici. 6-10" Signature . ♦ ' rC`: % RETURN TO MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 Rev04/14/2014 FAX 291-4286; EMAIL: mayor(?iwaterloo.ia.orq; PHONE 291-4301 Page 206 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Mark Pregler Board/Commission: Housing Appeals Board Expiration Date: May 1, 2026 Renewal 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. Mark Pregler Board & Commission Application Page 207 of 609 Page 208 of 609 CITY OF WATERLOO, IOWA BOARDS & COMMISSIONS APPLICATION Date: / -Z i S) .Z ©/ R R )c S 4i� (Name) 1. 1-tau 5)136 Aree-Ak. s I aAR> Homo Phone: iv'A1 , request to be appointed to (state preference): 2. Ceti Phone: &�9'939 Work Phone: / 'S62— So Home Address f' o ,r j�' 47�,� �.o a / 4 Zip Code 707cq Employer Pice tee. PR6/0e F, 6-, 44_ Title C,E-s Employer Address 3e-4/ RI/4A»L t'JA rc£ .6e /4 Zip Code 5o7o How long have you resided in Waterloo? / 7 years List current membership in organizations and offices held: 1060-0 EA6-r /6,2t-6/ r"A /. I.3tifr j: a6 PE/-L7(�2 $ +a?Oke- I am available for meetings: KA.M. IP.M. Noon JEvenings I am available to serve on a Board/Commission the entire year: .Yes C] No If no, list months not able to serve: Briefly explain your qualifications for appointment to a designated Board/Commission: fit-DFEs s 106/A-t PROP 27 y /41.9dfl ce- Additional information and comments that may not be evident from information already on this form: References (include phone numbers): 1 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. qeolft> Signatur RETURN TO MAYOR'S OFFICE, 715 MULBERRY 5'., WATERLOO, IA 50703 Ruv01t14l2014 FAX 291-4286; EMAIL: mavoraar,waterloo-ia. rq; PHONE 291-4301 Page 209 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Mayor Department May 1, 2023 AGENDA ITEM TITLE Amy Wienands Board/Commission: Telecommunications Expiration Date: May 1, 2029 New RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Amy Wienands Board & Commission Application Page 210 of 609 Page 211 of 609 VTERLOO CTY OF WATERLOO, IOWA RECEIVED AN2 5 2023 -`o'—'n'"— BOARDS & COMMISSIONS APPLICATION Date: - ri ( 07.-; I, --4M U `' - �[lAyj17.---i-request to be appointed to (state preference): (Name) 1. 2 Home Phone: J)N Cell Phone:/1 —7241 Work Phone: 3 N ] 2.(0 - 214-7 I Email Address es ii•Ii-m6,N),S . �C1v�� 112' Home Address �-� � r�� Zip Code cl)� C� 1 Employer 1\,i )2-____1 TitleC 20 Employer Address 11 U 1,,)' w Zip Code S 0-7 U 1 How longhave you resided in Waterloo? SCyrs �'0address: A 6.i7`tu'1 1/1AP-N"0L a ce)1-___- List current membership in organizations and offices held: I am available for meetings: M. ❑ P.M. ['Noon ['Evenings 1 am available to serve on a BoardlCommission the entire year: ®Yes ONo If no, list months not able to serve: Briefly explain your qualifications for appoin ment to a designated Board/Commission: n/A/1-1-1 / jr-I Y12A4C ?) -427J-q.- -7--,.___ Tvlic Additional information and comments that may not be evident from information already on this form: References (include hone numbers): << + -319 )6\ 5644 ' A /D 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 J1 remain valid and on file for one calendar year from above date. Signatur Rev 0220/2020 ARE—TktRld MAYOR'S OFFICE, 715 MULBERRY ST., WATERLOO, IA 50703 FAX 291-4286; EMAIL: mayorawaterloo-ia.orq; PHONE 291-4301 Page 212 of 609 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE E Liquor Licenses 1. Amigo Mexican Restaurant, 1415 E. San Marnan Dr., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 2/29/2024. 2. Ari'z, 504 Sycamore St., Class A Alcohol w/Catering and Sunday Sales, Renewal — Exp: 11/18/2023. 3. Half Pint Saloon, 1831 Independence Ave., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal — Exp: 4/18/2024. 4. Jim Lind Service, 230 E. Ridgeway Ave., Class B Alcohol w/Sunday Sales, Renewal — Exp: 4/7/2024. 5. La Michuacana, 1221 Franklin St., Class C Alcohol w/Sunday Sales, Renewal — Exp: 3/26/2024. 6. Kwik Stop 4, 515 Broadway St., Class E Alcohol w/Sunday Sale, Renewal — Exp: 5/7/2024. 7. Lost Island Theme Park, 2600 E. Shaulis Rd., Class C Alcohol w/Outdoor Service and Sunday Sales, New — Exp: 12/23/2023. 8. Your Pie, 126 E. Ridgway Ave., Special Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal — Exp: 4/5/2024. 9. Lost Island Waterpark, 2225 E. Shaulis Rd., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 1/12/2024. 10. Mersim's Kitchen, 126 E. Ridgeway Ave, Suite A, Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 4/15/2024. 11. Smitty's Bar, 709 Jefferson St., Class C Alcohol w/Outdoor Service and Sunday Sales, Renewal - Exp: 4/26/2024. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION Page 213 of 609 COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 214 of 609 CITY OF WATERLOO, IOWA CHANGE ORDER NO. 4 PROJECT: F.Y. 2021 WESTDALE BIOSWALE CONTRACT NO. 997 Date Prepared: APRIL7, 2023 AMOUNT: $66,570.00 INCREASE TO: LODGE CONSTRUCTION INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated July 6, 2021. A. Description of change to be made or extra work to be done: Increase in contract to repair channel due to repair areas that were found to not function well. B. Reason for ordering change or extra work: The project did not function as designed after experiencing high-water events. Repairs to the bioswale included removal of sedimentation from stormwater routing around the retaining walls, installation of seeding and erosion control blanket, installing Flex Mat on the bottom of the forebay, added streambank protection where erosion had occurred, and installing rip rap on the streambank in various Locations. C. Settlement for cost of work to be made as follows: Bid Item 4000 4001 4002 4003 4004 4005 4006 4007 Item Description Turf Reinforcement Mat Erosion Control Blanket Flex Mat for Forebay Bottom Excavation and Regrading Rip Rap along Streambank Engineering Fabric under Rip Rap Flowable Mortar over rock at Retaining Walls Reseeding Urban Area Unit Sq Yds Sq Yds Sq Ft Cu Yds Tons Sq Yds Lump Sum Acre Qty. Incr. 496 5,400 2,500 100 20 150 1.0 0.5 Bid Price $20.00 $4.00 $9.90 $9.00 $105.00 $5.00 Item Price $9,920.00 $21,600.00 $24,750.00 $900.00 $2,100.00 $750.00 $2,800.00 $3,750.00 Total Increase $66,570.00 $2,800.00 $7,500.00 TOTAL INCREASE $66,570.00 BY: LODGE CONSTRUCTION INC. Mayor Date CONTRACT ATTEST: City Clerk CO##4 BY: TITLE: Date Date APPROVED: City Engineer Date Contract No. 997 Sheet 1 of 1 Page 215 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Motion to approve recommendation of appointment of Emily Seliga to the position of Administrative Secretary in the Community Planning and Development Department effective May 15, 2023. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Admin Secretary Planning & Zoning Feb 2023 Page 216 of 609 PERSONNEL REQUISITION FORM Check as applicable: ® To start recruiting or civil service process and/or ] To fill a vacancy 0 Active Civil Service List Expires: A pt,oposed job description and questionnaire ipust accompany this form at time of submission to Human Resources. *****+'s********A.4a4rfrirsY****3r**********err'r*zF*Vcxsh9<********s4drir*****irx*********r'exr'r*****r'ree*irirfesteir*itcr**xs **fo* Position Title Administrative Secretary Department: Planning Reports To: Noel Anderson Work Location: City Hall Employment Status: l21 Regular Full Time 0 Temporary Full Time from to El Regular Part Time 0 Temporary Part Time from to d Regular 7-Month 0 Intern/Co-op Student fi•orn to Type of Position: Recommended Recruitment Sources: Civil Service Position: ® Yes ❑ No .]Internal Posting Only Bargaining Position: 0 Yes ® No gj Internal Posting and External Advertising Bargaining Group: Non -bargaining Position: ® Yes n No *******************************************************************'************4'**************** Complete the following ifthe requisition is to fill a vacancy: El New Position or El Replacement Position for: Pattie Magee, Admin. Secretary (specify minemune and titlo of former incumbent) If replacement, former incumbent: ® Retired/Resigned/Terminated 0 Transferred j j. Promoted Date incumbent terminated employment: March 3 Is', 2023 Date of final payout: ) •i 'fir.t, 2.()`23 Anticipated start date: April I, 2023 No, of hours/week: 40 Work schedule: 8 am to 5 pm Justification of need for position: Tohelp with administrative duties for Planning Department What are the likely consequences ifthe position is not filled? Inability to get work done for tax rebates, development agreements, scheduling of meetings required by State Code (Planning and Zoning, Board of Adjustment), less time for Planning staff to work on Econornic Development, Planning and Zoning activities, property management, etc, APPROVALS Annual salary requirements' ') )< Hourly Rate ' -) > jBenefits: (Payroll loses, pension,!intik ins,- assuming ramify) Is. position budgeted for this and future FYs? Yes ❑ No If no, how will position be funded? Approved subject to the fy long conditions: Submitting Dcpaitmcnl Head ill Dale Date Iuiimn Resources D hector late 'Ninon Resources Committee Chairperson Date Created G/3012017 Date Page 217 of 609 Kate Winston From: Ray Feuss Sent: Tuesday, February 21, 2023 12:28 PM To: Kate Winston Subject: Re: Personnel Requisition Approval Hi Kate Yes you do! THank you From: Kate Winston Sent: Tuesday, February 21, 2023 11:46 AM To: Ray Feuss Subject: Personnel Requisition Approval Good morning Ray - Do we have your approval for the positions that were submitted through the personnel requisition committee on Thursday, February 9th? Thanks!! Kate Winston Human Resources- Administrative Secretary 715 Mulberry St. CITY OF WATERLOO 0: 319-291-4522 x3378 0: 319-291-4303 F: 319-291-4569 CITY OF tyWATERLOO Human Resources 1 Page 218 of 609 PERSONNEL REQUISITION The following questions are provided as guidelines to assist you in developing your rational for the position of Administrative Secretary in the Planning 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 administrative position under the general direction of the Community Development Director, involving the performance of varied and complex administrative, secretarial, and bookkeeping tasks requiring the use of independent judgment, and exercising a high level of discretion in dealing with confidential dential matters. Work is performed with limited supervision. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? No. The other Planning staff have duties to perform for management of boards and commissions, staff reports for applications for rezoning, vacates, dedications, acquisition and sale ofproperty, as well as economic development projects and development agreements, recording of documents, preparation and execution of deeds, closings, etc. (3) How is the work of this position being accomplished now? Pattie has not yet retired. Working to try and fill position quickly after she retires. Short term, we may need to look at a temporary position. (4) Are the filled positions in your department currently being utilized to their maximum potential? Yes, Through past calculations of building permit totals, we have increased permit values on an annual basis by over $42 million through specific duties of staff for economic development and planning items. Any loss of staff could potentially lessen. the permit revenue being brought in. (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)? Filing the position would allow us to continue to operate efficiently for development and redevelopment of the City. (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? The revenues in economic development activity, noted are up from past years, would continue at a higher pace. Page 219 of 609 (7) If you are paying overtime or comp time within your department to accomplish this work now, how much overtime or comp time has been paid out or earned that is directly attributable to this position and over what period of time? NA (8) How has the work load or demands of your department changed in comparison to your staffing levels over the past three fiscal years? Provide statistics if possible. As we continue to work to be more proactive in Economic Development, and with business developers wanting faster paces of schedules for projects, the speed of work has quickened. (9) 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. It would be very difficult, for us to continue to meet the needs of projects, monthly Commissions and Boards for requests, as well as tax rebate paperwork for businesses, organizing meetings, calendars, etc. It would have a negative impact on staff time devoted to the actual projects. (10) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? We have other staff from Engineering help cover the front counter area and answer phones. Planning staff can cover some of the functions, but otherwise the paperwork is not worked on while incumbent on vacation. (11) Is it possible that the City could outsource this position to an outside agency? If so, what savings, if any, would the City realize as a result of this change? No. We work with highly sensitive, material, confidentiality for potential businesses, and constant communication with other City Departments (Finance) and Planning Director, to where we, need position in-house. (12) How would you rank this position in terms of its contribution to City business in comparison with other positions reporting to you? Very high. Essential. (13) How does this position impact the Goals and Objectives for the City adopted by the City Council? In terms of the Community Vision Plan, the Planning Department is essential to all 8 goals. Note: Forward completed questionnaire to Human Resources Department with original copy of Personnel. Requisition form. Page 220 of 609 CITY OR r� nr TERLOO IOWA Community of Opportunity DEPARTMENT SALARY FLSA CIVIL SERVICE BARGAINING UNIT PLANNING AND ZONING $25,66 NON-EXEMPT EXCLUDED NON -BARGAINING GENERAL STATEMENT OF DUTIES Professional administrative position under the general direction of the Community Planning and Development Director, involving the performance of varied and complex administrative, secretarial, and bookkeeping tasks requiring the use of independent judgment, and exercising a high level of discretion in dealing with confidential matters. Work is performed with limited supervision. May assign work to other clerical staff. EXAMPLES OF ESSENTIAL FUNCTIONS (Illustrative only) These functions are considered essential for successful performance in this job classification. 1. Proficient in utilizing a variety of Microsoft Office programs, or the applicable software. Prepares and types on a personal computer legal documents, contracts, letters, memos, agendas, minutes, reports and forms, from rough draft or dictation, and composes documents for review, as directed by supervisor. 2. Prepares weekly payment vouchers for invoices for contractors, rebate recipients, grant agreements and other Planning and Zoning vendors. 3, Prepares bi-weekly payroll on applicable software and maintains individual benefit records for the department. 4. Review, sort and distribute office mail. Assists in answering incoming phone calls and responds to inquiries for information, providing information based on knowledge of Planning and Zoning policies, regulations and procedures or directs inquiry to appropriate person. 5. Prepares Council Agenda items and Travel Requests for submission. 6. Maintains master list of companies who receive property tax rebates. Prepares and computes applicable forms for processing of those rebates. 7. Assists in budget preparation, monitors and prepares necessary expenditures and revenue adjustments 8. Maintains petty cash account for department. Page 221 of 609 9. Maintains property acquisition, sales, contracts and lease records. Also, prepares EPA project budgets and reimbursements. 10. Prepares Black Hawk County monthly billing and reimbursements. 11. Maintains office filing systems and assists in collection of data for annual and semi-annual reports and applications. 12, Orders office supplies and maintains an inventory of various forms and publications for the Department. 13. Communicates with Waterloo Courier on legal publications. 14. Make travel arrangements for department staff, and prepares necessary expense reports as needed. 15. Communicates with and maintains effective working relationships with supervisors, coworkers, elected officials, Departments, Boards, Commission members, other City department administrative and clerical staff, contractors and the public. 16. Makes decisions in accordance with department and City policies and established regulations. 17. Works independently and with others with minimum supervision. 18, Works under strict time constraints. 19. Attends work regularly at the designated place and time. 20. Performs all work duties and activities in accordance with City, and OSHA policies, procedures and safety practices. 21, Performs ail other related duties as assigned. REQUIRED KNOWLEDGE, SKILLS, AND ABILITIES 1. Thorough knowledge of secretarial functions, terminology, office procedures and equipment. 2. Ability to type at least 50 words per minute net of errors. 3. Ability to maintain confidentiality regarding personnel and sensitive information. 4. Thorough knowledge of and ability to use Microsoft Office Programs: Word, Excel, Publisher and learn other specialized software applications appropriate to assigned duties and responsibilities; ability to enter and retrieve information and update records on computer. 5. Ability to speak clearly and distinctly, write legibly, prioritize work, produce a quality product within strict time lines and handle multiple tasks. 6. Ability to answer questions and provide information to the public and other City staff in person, by telephone or by email in a clear, concise and easily understandable manner. 7. Ability to exercise independent judgment and make decisions based on Community Development and City policies and applicable government regulations. 8, Ability to work with people from a broad variety of social, economic, racial, ethnic and educational backgrounds. ACCEPTABLE EXPERIENCE & TRAINING 1. Associate's Degree (two year) in secretarial or business -related field with a minimum two years' experience as executive or administrative secretary in an office setting. OR High school graduate/GED with minimum four years' experience as executive or administrative secretary in an office setting with a post high school formal education in secretarial or clerical field. OR Page 222 of 609 Any equivalent combination of experience and training that provides the knowledge, skills, and abilities necessary to perform the essential functions of the job. 2. Previous experience working in a City government office preferred. ESSENTIAL PHYSCIAL ABILITIES The following physical abilities are required with or without accommodation. 1. Sufficient clarity of speech and hearing that permits the employee to communicate effectively with supervisors, other employees and the public in person or by telephone. 2. Sufficient vision and manual dexterity that permits the employee to operate personal computer and other standard office equipment, handle files and other papers, perform customer service duties and other secretarial responsibilities. 3. Sufficient personal mobility that permits the employee to move from one work area or City Hall location to another. MISCELLANEOUS 1. The City of Waterloo will conduct a background investigation, including employment and criminal history checks on any applicant being considered for this position. 2. Required to submit to and successfully pass one or more interviews. WORK SCHEDULE Generally 8am to 5pm Monday through Friday, with one hour unpaid lunch. Limited overtime. May be required to occasionally attend evening meetings. ADMIN SECRETARY PLANNING & ZONING 23 A.A./E.E.O. Minority, female & disabled individuals are encouraged to apply. Page 223 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Director Human Resources Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Communication from the Police Department on the notice of the conclusion of employment of Dejana VanGundy, Records Clerk, effective March 31, 2023, with recommendation of approval of payout of $562.12 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. VanGundy Payout 5-1-2023 Page 224 of 609 Page 225 of 609 CITY OF WATERLOO, IDWA CITY HALL 715 MULBERRY STREET, WATERLOO, IA 50703 Today's Date: 4/14/2023 Effective Date: 3/31/2023 Employment Date: 1/4/2023 To: City Council Members Re: Notice of Severance Department Police Department Job TitlelClassification Clerk!! This is to report that the employment of Dejana VanGundy with the City of Waterloo has been severed by reason of: ❑ Retired Disability Related ❑ No E Yes ❑ Resigned E Termination El Other In accordance with City Policy, it is requested to allow payment which consists of the following: Benefits Total Hours (x) Hourly Rate Total Payout Vacation -Accrued 9,5 $ 23.92 $ 227.24 Vacation -Current 0 $ - Usable Sick Leave 24 $ 23.92 (x) 25% $ 143.52 Casual Hours 8 S 23.92 $ 191.36 Comp Time Pay I $ - Unscheduled Leave $ - Other Pay $ Total Payment Comments: *Teamsters contract allows for payout of accrued casual time. 562./2 Approved by •r 4� I Human Resources y 1 Date Date VOA.? 4il3 Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk (Copy in Personnel File) Clerk's Office will forward copy /of approved form to Department and Human Resources 2 Council Agenda Date: J I - ❑ Accruals ❑Status D-9 Updated 6/25/11 Page 226 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE Theater License 1. Fantasy Theater, 1850 W. Airline Highway 2. Romeo and Juliets, 315 E. 4th Street 3. Romantix Adult Emporium, 1507 LaPorte Road 4. Marcus Midwest, LLC, 2450 Crossroads Blvd. 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 227 of 609 None Page 228 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE Cigarette/Tobacco Permit New Application for Greenleaf Tobacco & Vape, 2313 Logan Avenue. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 229 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Engineering Department May 1, 2023 AGENDA ITEM TITLE Bonds. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 230 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Paul Huting, Director Leisure Services Department AGENDA ITEM TITLE FY 2023 Gates Park Improvements, Contract No. 1076. RECOMMENDED COUNCIL ACTION Approve. MEETING DATE May 1, 2023 SUMMARY STATEMENT AND BACKGROUND INFORMATION This project consists of the reconstruction of the existing Gates Park with new restroom buildings, an amphitheater shelter structure, an inclusive playground, splash pad, lighted basketball courts and other park facilities. The project includes extensive earthwork, and installation of sidewalls, shared use paths, parking lots, site lighting, landscape enhancements, signage features, picnic shelters, and reconstruction of the existing storm sewer, electrical supply, sanitary sewer and water main services. NEIGHBORHOOD IMPACT The project will positively impact surrounding neighborhoods as well as the entire city. DATA, ANALYSIS, AND STRATEGIES This project supports the City of Waterloo Strategic Plan, Strategy 4.5 "Maintain City facilities that support quality of life." IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Leisure Services met with neighborhood associations and held community input sessions during the design phase of this project. SOURCE OF EXPENDITURES City of Waterloo, Black Hawk County Gaming Association, RJ McElroy Trust, Otto Shoitz Foundation, Enhance Iowa CAT Grant,Pauline R. Barrett Foundation, John Deere Waterloo, Community Foundation of NE IA, Max & Helen Guernsey Foundation, Young Family Foundation, Ross Christensen Family Foundation, Black Hawk County Board of Supervisors, VGM Group, INC. Ike Leighty Fund, VGM employee fund, RAGBRAI Committee, Waterloo Kiwanis Club, Make a Splash Donors Page 231 of 609 ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 232 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department AGENDA ITEM TITLE FY 2024 Levee Rip Rap Spraying, Contract No. 1083. RECOMMENDED COUNCIL ACTION MEETING DATE May 1, 2023 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. Bid Tabulation FY24 Levee Rip Rap Spraying Page 233 of 609 FY 2024 Levee Rip Rap Spraying Bid Tab: April 20, 2022 Engineer's Estimate: $61,125.00 Bidder Bid Security Bid Amount Landmark Turf Services, LLC Dunkerton, IA 5% $48,142.00 Page 234 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department AGENDA ITEM TITLE FY 2024 Sidewalk Inspection and Repair Program - Zone 3. RECOMMENDED COUNCIL ACTION MEETING DATE May 1, 2023 SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 235 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Kelley Felchle, City Clerk May 1, 2023 City Clerk Department AGENDA ITEM TITLE FY 2023 Fiber -to -Premise Feeder/Distribution and Backbone Network Project, Contract No. 1080. 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. 04.27.2023 FY 2023 Fiber -to -Premise Feeder Distribution and Backbone Network Project, Contract No. 1080 Page 236 of 609 FY 2023 Fiber -to -Premise Feeder/Distribution and Backbone Network Project, Contract No.1080 April 27, 2023 Bid Tab Bidder Bid Security Bid Amount Quanta Telcom Solutions, Loganville, GA 5% $79,660,051.38 API Maple Lake, MN 5% $103,972,204.34 Michels Power Neenah, WI 5% S 110,132,352.00 ITG Communications, LLC Hendersonville, TN 5% $83,414,108.91 Page 237 of 609 Asbestos Abatement Contract No. AB-2023-05-01P April 20, 2023 Estimate: $100,000.00 Bidder Bid Security Bid Amount Abatement Specialties, Inc. Cedar Rapids, IA 5% $176.530.00 REW Services Corporation Des Moines, IA None 5167,530.00 Advanced Environmental Waterloo, IA 5% S 147,500.00 Page 238 of 609 CITY OF WATERLOO, IOWA Request for Bid ASBESTOS ABATEMENT SERVICES April 2023 RFB Asbestos Abatement Services Contract AB-2023-05-01 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 239 of 609 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- 2023-05-01P — 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 April 20, 2023 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-2023-05-01 P April 5, 2023 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 April 20, 2023 at 1:00 p.m., Central Time Address exactly as stated: SEALED RFB FOR ASBESTOS ABATEMENT SERVICES CONTRACT AB-2023-05-01 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.schroederwaterloo-ia.orq 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 2 of 9 Page 240 of 609 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 April 20, 2023, 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 May 15, 2023 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 3 of 9 Page 241 of 609 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 May 15, 2023, to July 16, 2023. 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 4 of 9 Page 242 of 609 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 5 of 9 Page 243 of 609 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 July 16). 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 6 of 9 Page 244 of 609 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 7 of 9 Page 245 of 609 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 8 of 9 Page 246 of 609 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). 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-2023-05-01P: 123 E Parker St (former Saint Mary's Villa) Page 9 of 9 Page 247 of 609 123 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 248 of 609 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 76 ❑ ]. 40 m 23 BLOC 1 88 36 [4326] 23 40 13 5 Total: $ cf CANOPY 1200] AODN 2 (65] Page 249 of 609 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 250 of 609 tember 10.2020 N 0. x ua N 0 wao a N N a O a 2 Q tn C] a u ❑ uJ w ❑ k C ❑ a (Home Owner) -a t Building Name E a .--- 0_ j E ▪ as •C E ▪ X a 0 �� I m en c a Oa E E a) LL m 0 n 0 CO 0 4 aa+ N N ID 123 E. Parker Street CO LL 0 0 r a m O 0 0 p fa H 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 c N NAD CI Z m �, 0 fa .0 U o 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) of — - X N N 2 2 M 2 -3' 2 S U 1 T1 M5 SU2 `O T2? M - H V1 H T2 SU2 M7 CO ON 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 71 00 co 'a 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 lo 0 U M M M M M 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 a) ID a ai as a a) aD ai ai x a xxx t 15 LT. �,,, Z ozz LI, Lz, LT. Z Ls. Z Li ZZZZZZZZL;Z LT. LT. LI. Lt. r.:. U. CLL. Lr, LI, I ZLI.ZZZ u. Lt., Li, Li, Z Li. ZZZ Lt, L.L. 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 O ate, Spray on Base plaster o CL Floor tile Mastic Mastic Mastic Spray on Pipe insulation SCT a T. i/] CL ..... 3 Q O m ,� =� o .✓ Insulation 7.O CA 0 Insulation Plaster ;; c etZ1 F. U Ca a) N co Board Spray on Spray on Room or Area I I Z. W LU Entry N. Entry N. Entry N. o, c v i- CO — o L4 mom 0 ax 0 04 Room B1 Room B2 Room B2 Room B2 Room B3 Boiler Room Blank Intentionally B3 Room B3 Room B3 Room om _� Cl o Room B 1 0 04 B 1-office B 1-office a CO en 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 s a C-- O co8O 0' cc 0 l 0909 -20-08 Bag 1 0909 -20-09 Bag 1 0909 -20-10 Bag 1 0909 -20-11 Bag 1 ID N CV 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 w 00 O N O1 0, 0 0909 -20-19 Bag 1 COLn O N O N a, � 0 on ad el Q Na., O+ � 0 -, N N 0 N O\ rn 0 0909 -20-23 Bag 1 oA N d N ON rn 0 Notes: Listed as school n between tl Lt. 4) m P. a, ID ID Bold Text means material contains Asbestos "`NAD= No Asbestos Detected 3=Significantly Damaged Condition: 1=Good Page 251 of 609 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 0 HOMO HOMO 0 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 .K aa., Floor tile Mastic .1 aa.. .G Insulation 2 0 C72w ro Felt -bitumen 71 4, ear'.2ao ,W O ca 0 ,C . . 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 (0 v ra fa 3 0 00 4- N O 0 "d N 0 y0� Z V Page 252 of 609 EXHIBIT "C" ASBESTOS ABATEMENT SERVICES CONTRACT #AB-2023-05-01P 123 East Parker Street (former Saint Mary's Villa) This Contract for Asbestos Abatement Services (the "Contract") is entered into as of May 15, 2023, by and between the City of Waterloo, Iowa ("City") and . In consideration of the mutual promises exchanged herein, the parties agree as follows: 1. Term and Services. For the period of May 15, 2023 thru July 16, 2023, 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 $ 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 253 of 609 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 254 of 609 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 255 of 609 of the State of Iowa, as contained in Sections 19B, 551.4 of the Code of Iowa, which are herein incorporated by reference and made a part of this Contract. 13. Severability. In the event any provision of this Contract, together with the Contract Documents, is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 14. General Terms. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except pursuant to the mutual written agreement of the parties. This Contract is binding on the parties and the heirs, personal representatives, successor and assigns of each. Time is of the essence in the performance of the terms hereof. IN WITNESS WHEREOF, the parties have executed this Contract for Asbestos Abatement Services as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR By: Quentin Hart, Mayor Authorized Representative Attest: Kelly Felchle, City Clerk 4 Page 256 of 609 Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50704 Phone (319) 234-5701 DEVELOPMENT AGREEMENT — Phased Development This Development Agreement (the "Agreement") is entered into as of , 2023, by and between DMJ Development LLC, a North Dakota limited liability company (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, 2015, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the East Waterloo Unified Urban Renewal and Redevelopment Plan Area, formerly known as the Airport Area Development Plan area (the "Urban Renewal Area"), pursuant to the East Waterloo Unified Urban Renewal and Redevelopment Plan (the "Urban Renewal Plan"). B. Company is willing and able to finance and construct buildings and related improvements on property located in the Urban Renewal Area, and legally described on Exhibit "A" attached hereto (the "Phase 1 Property"). 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: Page 257 of 609 1. Sale of Property; Title. Subject to the terms hereof, City shall convey to Company the Phase 1 Property for the sum of $1.00 (the "Purchase Price"). 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 Phase 1 Property; and (c) restrictions imposed by the City zoning ordinances and other applicable law. City shall have no duty to convey title to Company until Company delivers to City reasonable and satisfactory proof of financial ability to undertake and carry on the Phase 1 Improvements (defined below), which may take the form of a lending commitment letter. 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. If title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement without further obligation and return the abstract of title to City. 2. Phased Development. The parties contemplate that Company will develop the Project Property (defined below) in phases, each of which is generally described as follows, although more detailed plans for each phase will be developed at one or more future dates: A. Phase 1. A truck cross -docking facility with office space, totaling no less than 14,000 square feet, upon the Phase 1 Property (the "Phase 1 Improvements"). B. Phase 2. An addition to or expansion of the Phase 1 Improvements, adding no less than 21,000 square feet on the Phase 1 Property and property described as the "Phase 2 Property" on Exhibit "B" attached hereto (the "Phase 2 Improvements"). If Company desires to undertake Phase 2 Improvements, it shall notify City in writing no later than thirty-six (36) months after the date of this Agreement, and within 90 days thereafter City shall convey the Phase 2 Property to Company on the same terms set forth in Section 1 above. Improvements to the Project Property completed within the schedule established by Section 4 below will be eligible for the benefits provided for in this Agreement, and any Phase of the Improvements not completed within the prescribed period will not be eligible for said benefits. The Phase 1 Property and Phase 2 Property may be collectively referred to as the "Project Property." 3. Improvements by Company. Company shall construct on the Project Property the improvements described in Section 2 above, and related landscaping, paving, storm water, signage and parking improvements (collectively, the "Improvements"). Concurrently with the Phase 1 Improvements, Company shall also 2 Page 258 of 609 excavate and construct a storm water detention basis on Tract "B", Waterloo Air and Rail Park 3rd Addition, and construct an overflow connection between said storm water detention basin and the Warp Drive storm sewer, all such storm water improvements to be built to City specifications as shown in construction plans on file. Said storm water improvements shall include without limitation a 15" reinforced concrete pipe, 15" reinforced concrete apron and reinforced concrete apron footing. Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. For each phase, 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 Project Property, the Improvements, and all site preparation and development -related work to make any of the Project Property usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". 4. Construction Plans. Company agrees that it will cause the Improve- ments 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 the 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 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 Modified Plans in whole or in part, Company shall submit new or corrected Modified Plans within thirty (30) days after receipt by Company of written notification of the 3 Page 259 of 609 rejection, accomplished by a written statement of the City specifying the respects in which Company's Modified Plans fail to conform to the requirements of this Section. The provisions of this Section relating to approval, rejection and resubmission of corrected Modified Plans shall continue to apply until the Modified Plans have been approved by the City; provided, however, that in any event Company shall submit Modified Plans which are approved by City prior to commencement of construction of the 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. 5. Timeliness of Conveyance and Construction; Possibility of Reverter. 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 convey the Project Property, or to cause the Project Property to be conveyed, to Company and that without said commitment City would not do so. A. Deadlines to commence and complete. Subject to Unavoidable Delays (defined below), Company must obtain a building permit and begin construction on Phase 1 Improvements within twelve (12) months after the date of this Agreement (the "Phase 1 Start Date") and must Substantially Complete construction within fourteen (14) months after the Phase 1 Start Date (the "Phase 1 Completion Deadline"). If Company desires to undertake the Phase 2 Improvements, it must Substantially Complete construction of same within twelve (12) months after the date that City conveys the Phase 2 Property to Company (the "Phase 2 Completion Deadline"). For purposes of this Agreement, Improvements are "Substantially Complete" when completed to the extent necessary for the City to issue a certificate of occupancy relating thereto. Also see Section 10. B. Events triggering reverter of title. If, by the Phase 1 Start Date, Company has not in good faith begun construction of the Improvements upon the Phase 1 Property, then the City may terminate this Agreement following Company's failure to begin construction within thirty (30) days following written notice of default from City; provided, however, that if construction has not begun within the stated period but the development of the Project is still imminent, 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 the construction of the Improvements. Any further time extensions will require consent of the City Council. If development has commenced by the Phase 1 Start Date or within any agreed period of extension, or with respect to Phase 2 such development has commenced, and is stopped and/or delayed as a result of 4 Page 260 of 609 an act of God, war, civil disturbance, supply or labor shortage, pandemic, epidemic, court order, labor dispute, fire, or other cause beyond the reasonable control of Company, without fault or negligence on the part of Company and that by its nature could not have been foreseen by Company or, if it could have been foreseen, was unavoidable (each such condition or event being an "Unavoidable Delay"), the requirement that construction is to be completed by the respective Phase Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay, and thereafter if construction is not completed within the allowed period of extension the City may terminate this Agreement following Company's failure to diligently undertake construction within thirty (30) days following written notice of default from City. If at any time after the Phase 1 Start Date Company fails to diligently undertake construction and other activities necessary for completion of any given phase of Improvements, then City may terminate this Agreement following Company's failure to resume and diligently carry on construction within thirty (30) days following written notice of default from City. City shall have no further obligations to Company under this Agreement if City terminates this Agreement as provided herein, and City shall have no duty to reimburse Company for any costs expended by Company with respect to the Project or to compensate Company for any value added to the Project Property by any improvements. For clarification, Company's failure to timely Substantially Complete construction of Phase 2 Improvements shall trigger a reverter of title only as to the Phase 2 Property, and, except as otherwise expressly stated herein, any termination of this Agreement for any reason other than those stated in this Section 5(B) shall not trigger reverter of title. C. Certificates of Completion. Promptly upon request by Company after completion of the Phase 1 Improvements in accordance with the provisions of this Agreement, the City will furnish Company with an appropriate instrument so certifying. Such certification by the City shall be (and it shall be so provided in the certification itself) a conclusive determination of satisfaction and termination of the City's right to reverter of title with respect to the Phase 1 Property. If the Phase 2 Improvements are undertaken, the City will again, upon request by Company, furnish Company with an instrument certifying completion of the Phase 2 Improvements in accordance with the provisions of this Agreement, which certification shall be in substantially the same form and shall have the same force and effect as the City's certification with respect to the Phase 1 Improvements. All certifications provided for herein shall be in such form as will enable them to be recorded with the Recorder of Black Hawk County, Iowa. 6. Reverter of Title; Indemnity. In the event of any reverter of title, Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to, as applicable, the Phase 1 Property or the Phase 2 Property that is free and clear of any lien, claim, charge, security interest, mortgage, encumbrance or past -due or currently due property taxes (collectively, "Liens") arising by or through Company. Concurrently with delivery of the deed, Company shall also deliver to City the abstract of title. 5 Page 261 of 609 Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Phase 1 Property or the Phase 2 Property, as applicable. Appointment of Attorney in Fact: If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days of written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney -in -fact, the special warranty deed required by this Section, and for such limited purpose Company does hereby constitute and appoint City as its attorney -in -fact. Company further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, or injury made, suffered, or incurred as a result of or in connection with the Project, Company's failure to carry on or complete same, or any Lien or Liens on or against the Project Property of any type or nature whatsoever that attaches to the Project Property by virtue of Company's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees, incurred by City. Company's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 7. No Encumbrances; Limited Exception. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any Liens on the Project Property, other than such mortgage or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City before Company executes any such mortgage. Company may not mortgage the Project Property or any part thereof for any purpose except in connection with financing of the Improvements. Any other mortgage shall be void. 8. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Project Property and for payment of any associated connection fees. 9. 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 Phase 1 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 "C" it will not seek or cause a reduction in the taxable valuation for the Phase 1 Property as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the amount of $1,400,000.00 (the "Phase I Minimum Actual Value"), through: (i) willful destruction of the Phase 1 Property, the Phase 1 Improvements, or any part of either; (ii) a request to the assessor of Black Hawk County; or 6 Page 262 of 609 (iii) 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 execution and delivery of this Agreement. In connection with construction of Phase 2 Improvements, the parties will execute and record an amendment to the MAA, or a new MAA governing the Phase 2 Property, for the purpose of increasing the Minimum Actual Value to an amount that reflects the value added by Phase 2 Improvements. 10. Tax Rebates. Provided that Company has completed Phase 1 Improvements before the Phase 1 Completion Deadline, City agrees to rebate property tax (with the exceptions noted below) with respect to Phase 1 Improvements, as follows: Year One through Year Three Year Four through Year Five Year Six through Year Ten 75% rebate each year 70% rebate each year 50% rebate each year for any taxable value added by the completed Phase 1 Improvements (each such payment is a "Rebate"). If Phase 2 Improvements are completed as required by this Agreement and any amendment hereto or to the MAA, then a similar Rebate schedule will apply for such Improvements. 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 Phase 1 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 completed prior to January 1, 2024 and the Property and Improvements are assessed as fully completed based on the Plans, as may be revised, the property 7 Page 263 of 609 taxes that would be assessed based on the January 1, 2024 assessed value would be for the Fiscal Year ending June 30, 2026, with the taxes payable one-half by September 30, 2025 and one-half by March 31, 2026, then the first Rebate could be applied for after March 31, 2026 and prior to April 1, 2027. 11. 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 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 10 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 10 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 10, then City may terminate this Agreement, without penalty or other liability to City, by written notice to Company. 8 Page 264 of 609 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. 12. 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(s) 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 substantial completion of the Improvements, 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. Company will cooperate fully with the City in resolution of any traffic, parking, trash removal or public safety problems which may arise in connection with the construction and operation of the Improvements. D. Company will comply with all applicable land development laws and City and county ordinances, and all laws, rules and regulations relating to its businesses, other than laws, rules and regulations where the failure to comply 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. The Project Property, or phase portion thereof, 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 Project Property and completed Improvements as stated in the MAA and any amendments thereto will be a reasonable estimate of the actual value of the Project Property and phase 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 Project Property and related site improvements, will equal or exceed the assessor's minimum actual value for the Project Property and Improvements as set forth in the MAA and any amendments thereto. F. Until termination of the MAA(s), Company will maintain, preserve and keep the Project Property, including but not limited to the Improvements, in 9 Page 265 of 609 good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. G. During the period that any Rebate is payable to Company under this Agreement, Company agrees that (1) it will not undertake, in any other municipality in Black Hawk County, the construction or rehabilitation of any commercial property as a primary location for Company's business operations of the type to be conducted on the Project Property, and (2) it will make no conveyance, lease or other transfer of the Project Property or any interest therein that would cause the Project 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 Project Property. 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 Project Property that is determined by any tax official to be applicable to the Project 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 Project Property. 13. 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 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 creation of a tax increment financing (TIF) district, including the holding of public hearings on the 10 Page 266 of 609 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 15 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 and the MAA. (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. 14. 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. 15. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. Company is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Company is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. C. Company has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement and all documents to be delivered to City hereunder is and shall be authorized to do so on behalf of Company. 11 Page 267 of 609 D. 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 the articles of organization or bylaws of Company or 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. E. Assuming due authorization, execution and delivery by the other parties hereto, this Agreement 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. F. 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. 16. 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 the Project Property after Company's acquisition of 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 Project 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 Project 12 Page 268 of 609 Property and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Project Property, but only to the extent such liability has not been previously transferred to and accepted by the City in writing'. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 17. 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. 18. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Project 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, except as permitted in accordance with Section 7 for security of financing for completion of the Improvements. 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. 19. 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, the Project Property, or this Agreement, without the prior written consent of City; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Project Property; Note to draft: Has a Phase 1 been completed by the City? 13 Page 269 of 609 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 or an MAA; 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 Project 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. 20. 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 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 or to recover ownership of the Project Property or portion thereof as set forth in this Agreement, to the extent such Event of Default expressly triggers an event of reverter under this Agreement. B. Default by City. Whenever any Event of Default in respect of Company 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 14 Page 270 of 609 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. 21. 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. 22. 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. 23. 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. 24. 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. 15 Page 271 of 609 (b) if to Company, at 3000 7th Avenue N, Fargo ND 58102 Attention: David Gadberry. 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. 25. 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. 26. 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. 27. 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. 28. 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. 29. 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. 16 Page 272 of 609 30. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 31. Counterparts. This Agreement may be executed in multiple counterparts, each of which, including counterparts signed electronically or signed counterparts transmitted by facsimile or other electronic means, shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 32. 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. 33. 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] 17 Page 273 of 609 CITY OF WATERLOO, IOWA DMJ Development, LLC By: By: Quentin M. Hart, Mayor David Gadberry Managing Member Attest: Kelley Felchle, City Clerk PERSONAL GUARANTY. As a material inducement for City's entering into the foregoing Agreement and for other good and valuable consideration, the receipt and sufficiency thereof is hereby acknowledged, Magnum LTL, Inc., a North Dakota corporation, hereby , unconditionally guarantees to City, its successors and assigns, the full and prompt performance by Company of all promises and covenants on the part of Company to be performed pursuant to the foregoing Agreement, including but not limited to the duties of indemnity set forth therein, if any. Liability of guarantors hereunder is joint and several. MAGNUM LTL, INC. By: James Johannesson Its: President 18 Page 274 of 609 EXHIBIT "A" Legal Description of Phase 1 Property Lot 5, Waterloo Air and Rail Park 3rd Addition, City of Waterloo, Black Hawk County, Iowa. Page 275 of 609 EXHIBIT "B" Legal Description of Phase 2 Property Lot 6, Waterloo Air and Rail Park 3rd Addition, City of Waterloo, Black Hawk County, Iowa. Page 276 of 609 EXHIBIT "C" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of , 2023, by and among the CITY OF WATERLOO, IOWA ("City"), DMJ Development, LLC ("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, described in Exhibit "A" thereto, (the "Property") located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake the development of an area ("Project") within the City and within the East Waterloo Unified Urban Renewal and Redevelopment Plan Area, formerly known as the Airport Area Development Plan Area; and WHEREAS, pursuant to Iowa Code § 403.6, as amended, the City and the Company desire to establish a minimum actual value for the land and the building(s) pursuant to this Agreement and applicable only to the Project, 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 improvements (the "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 Improvements by the Company, the minimum actual taxable value which shall be fixed for assessment purposes for the land and Improvements to be constructed thereon by the Company as a part of the Project shall not be less than $1,400,000.00 (the "Minimum Actual Value") until termination of this Agreement. The parties hereto agree that construction of the Improvements will be substantially completed on or before the date set forth in the Agreement, but in any event not later than December 31, 2024. If it is not, then the parties agree to execute an amendment to this Agreement that will extend the dates specified in Section 2 below. 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, 2034. Nothing herein shall be deemed to waive the Company's rights under Iowa Code Page 277 of 609 § 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 Improvements in excess of the Minimum Actual Value. 3. Company agrees that 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. 4. 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. 5. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 6. 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. CITY OF WATERLOO, IOWA DMJ Development, LLC By: By: Quentin M. Hart, Mayor David Gadberry Managing Member By: Kelley Felchle, City Clerk 2 Page 278 of 609 STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this day of , 2023, before me, a Notary Public in and for the State of Iowa, personally appeared Quentin M. 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 NORTH DAKOTA) ) ss. COUNTY OF CASS) Subscribed and sworn to before me on , 2023, by David Gadberry as Managing Member of DMJ Development, LLC. Notary Public 3 Page 279 of 609 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements to be constructed and the market value assigned to the land upon which the 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 subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land, building and equipment upon completion of the development shall not be less than One Million Four Hundred Thousand Dollars ($1,400,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof. Assessor for Black Hawk County, Iowa Date STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on , 2023, by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. Notary Public Page 280 of 609 N) N ELEV. N) 00 N) 00 t) 6' CONC. STOOP W/- STEPS (V.I.F.) 0 8'-6" X 25' 33'-4g" 30' WATER FOUNTAIN W/BOTTLE FILLER BREAK ROOM ENTRY AREA 8 CONFERENCE MAIN FLOOR PLAN SCALE: 1/8" = 1'-0" Final Set For Construction • (108) OFFICE 16' iD MECH 18' RAMP (102) SEE L.S. PLAN FOR INTERIOR DIMENSIONS GUARD RAILING METAL STAIRCASE W/LANDING MENS 6 0 8'-6„ Ln LOCKERS LOCKERS CLEAR FLOOR SPACE 2'-6"x4'-0" MIN. AT SINK & URNINAL (VERIFY WITH CODE) CLEAR FLOOR SPACE 5'-0"x8'-0" MIN. (VERIFY WITH CODE) L.S. FLOOR PLAN SCALE: 1/4 = 1'-0" (166 ) GUARD RAILING - VERIFY LOCATION ON SITE NOTE: WALL NEEDS TO BE 1 HOUR (NO FIRE SUPPRESSION SYSTEM REQ'D DUE TO WALL RATING BETWEEN SPACES) GUARD RAILING - VERIFY LOCATION ON SITE VIEWING WINDOW VERIFY LOCATION (VERIFY FIRE RATING FOR 1 HOUR WALL RATING) 0 O • Dime' I I O Ong 9 I� 0 I1 I METAL STAIRCASE W/LANDING ELEV. (123 ) (142) RETAINING WALL 0 111 0 (124) DOCK LEVELER W/PIT (156) (143) (144 ) 198' (157 ) O (158 ) 8" CONC. SLAB ELEV. = 100'-0" (145) (146) (159 ) 5/8" PLYWOOD BACKING BETWEEN DOCK DOORS WHERE THERE IS NO COLUMN (147 ) (160 ) (148) O (161 ) O (162) (149) (150 ) (163) (151 ) O (164) GUARD RAILING TO EACH SIDE OF DOOR - VERIFY LOCATION ON SITE (152) Proj ■ E 0) E 0 2 Josiah Scull N N 0 N cc Fax 605-348-4041 CeII 605-209-0169 co C'7 I CY) O co U 0 05 L_ �-J V Z spE r i N z� LLJ Q m A1.1 Drawing Number Page 281 of 609 �s 98'-0" 96'-0" 99'-4" SSR ROOF SYSTEM A100'-0" F.F. ELEV. 114'-0" 3/8" 3/8" 6 104'-0" 3'-0" CANOPY 3/8" 1'-0" REFINISHED METAL WALL PANEL 3'-0" CANOPY (4\EXTERIOR ELEVATION A2.1 SCALE 1/8" = 1'-0" 6.2 6.1 O (A ) 3/8" 6 PREFINISHED METAL WALL PANEL 1' 08'- II W1 114'—O" STONE LINTEL 104'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SPLITFACED BRICK VENEER (3\EXTERIOR ELEVATION "k2.1 SCALE 1/8" = 1'-0" RED/GREEN LIGHTS 0 ALONGSIDE DOORS 100'-0" F.F. ELEV. 99'-4" 96'-0" 98'—O" 0 0 0 c METAL STAIRCASE W/LANDING ( 164) ( 163) D 67) CI ( 161) 0 (160) CI ( 159) D (T573) 157 0 (156) CI _ (121) 0 ( 123) ( 1 66 ) CI 0 0 PREFINISHED METAL WALL PANEL 114'-0" 4,1 108'-0" 104'-0" 4,1 4,1 STONE LINTEL . STONE LINTEL 100'-0" F.F. ELEV. SPLITFACED BRICK VENEER 96'-0" (100 0 0 RED/GREEN LIGHTS / ALONGSIDE DOORS (142 ) 0 (143 ) CI (2\EXTERIOR ELEVATION A2.1 SCALE 1/8" = 1'-0" (144 ) CI (145 ) CI 0 (146 ) CI J x-SSR ROOF SYSTEM (147 ) 0 EXTERIOR ELEVATION SCALE 1/8" = 1'-0" (148 ) 0 L_ RAMP (149 ) CI J �SPLITFACED BRICK VENEER 96'-0" (150 ) 0 CI 0 100'-0" F.F. ELEV. iW METAL STAIRCASE /LANDING Final Set For Construction O ^5 W CC 0 U N a) 0 a) c 0 0 z Project Number 202201 7 E 0 2 N N 0 N co ■ U 0 U -rn° 0 U U Josiah Scull Fax 605-348-4041 CeII 605-209-0169 c 0 Te. ^/ W W 0 X W A2.1 Drawing Number Page 282 of 609 3x3x1/4" EDGE ANGLE D BOLLARD AT TRUCK DOCK DOORS 1'-0" THICKENED EDGE 2"" RIGID INSULATION DOCK DOOR EDGE DETAIL SCALE 1" = 1'-0" 96'-0" ARCH METAL ROOF PANEL (NBVP) METAL TRUSSES SOFFIT PANEL 108'-0" T.O.B. AIR INFILTRATION BARRIER- 7/8" HORZ. HAT CHANNEL 4" CONT. PERFORATED INSUL. PINCHED BEHIND PANEL PRE -FINISHED METAL WALL PANEL PRE -FINISHED METAL BASE TRIM STONE LINTEL 1/2" FIRE TREATED PLYWOOD EXTERIOR GRADE GYP. SHEATHING AIR INFILTRATION BARRIER 3/4" RIGID INSUL. 1 /2" AIR SPACE BRICK VENEER 104'-0" 100'-0" F.F. ELEV. 96'-6" 95'-6" 12 d 3' OVERHANG DOCK DOOR SEAL AIL 100'-0" F.F. 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BLOCKING /u u 9.5" INSULATION W/6 MIL. POLY & THERM TAPE OUTSIDE FACE OF GIRTS (FULL HEIGHT LINER PANELS) (iBUILDING SECTION "k3.1 SCALE 1/4" = 1'-0" 2x4 WOOD BLOCKING ATTACH TO GIRTS 5/8" PLYWOOD FOR BACKING SUPPORT 2x4 WOOD BLOCKING ATTACH TO GIRTS INTERIOR DOOR BOLLARDS BEYOND WALL BACKING SECTION SCALE 1/2" = 1'-0" 114'-0" 3' OVERHANG STRUCTURAL SPANDREL BEAM (BY VP) STEEL STUDS ATTACH TO BEAM 110'-0" BEAM 109'-0" CLG. HGT. 6" STEEL STUDS © 16" 0.C. W/ MIN. R-19 GLASS-BATT INSUL. AIR INFILTRATION BARRIER 7/8" HORZ. HAT CHANNEL 4" CONT. PERFORATED INSUL. PINCHED BEHIND PANEL PRE -FINISHED METAL WALL PANEL PRE -FINISHED METAL BASE TRIM 104'-0" STONE LINTEL 5/8" FIRE TREATED PLYWOOD EXTERIOR GRADE GYP. SHEATHING AIR INFILTRATION BARRIER 3/4" RIGID INSUL. 1/2" AIR SPACE BRICK VENEER 100'-0" F.F. ELEV. 96'-6" 95'-6" 4 t • 1 1 1 1 5/8" GYP. BD. 6 MIL. VAPOR BARRIER TAPE SEAMS AND OVERLAP MIN. 2 STUDS TERMINATION BAR DRAINAGE MAT SILL SEALER 4 4 M d A0 4 a 4"CONCRETE SLAB 2" RIGID INSULATION FOUNDATION & FOOTING, RE: STRUCT. DWG'S ° A 4 ° OFFICE WALL SECTION SCALE 1/2" = 1'-0" ACT • Z. Final Set For Construction c 0 W cC 0 0_ 0 N 0 0 0 c 0 0 z Project Number 202201 E 0 C a as E 0 E z 0 I..L a_ 2 ■ U Josiah Scull Fax 605-348-4041 CeII 605-209-0169 co M co C) L) U 0 c ■ CO cri J J 0 fl U V J 2 i z� w 0 2 m A3.1 1'-0" 3/8" Drawing Number Page 283 of 609 BOG SCI PDJLE LEGEND: ALUM ALUMINUM ANOD ANODIZED DD DOCK DOOR F FLUSH FF FACTORY FINISH FG HG HM NL OH FULL GLASS HALF GLASS HOLLOW METAL NARROW LITE OVERHEAD DOOR PNT PAINT S&V STAIN AND VARNISH WD WOOD DOOR SIZE DOOR FRAME PRE -ASSEMBLED SUBFRAME FIRE RATING HARDWARE GROUP COMMENTS TYPE MAT'L FINISH TYPE MAT'L FINISH 100 3'-0" X 7'-0" HG HM PNT 1 HM PNT YES 1 3 101 3'-0" X 7'-0" F HM PNT 1 HM PNT YES 1 3 102 3'-0" X 7'-0" HG HM PNT 1 HM PNT YES 1 3 105 3'-0" X 7'-0" F WD S&V 1 HM PNT YES 3 106 3'-0" X 7'-0" HG WD S&V 1 HM PNT YES 3 108 3'-0" X 7'-0" F WD S&V 1 HM PNT YES 3 109 NOT USED 110 3'-0" X 7'-0" F WD S&V 2 HM PNT YES 3 111 3'-0" X 7'-0" F WD S&V 2 HM PNT YES 3 112 3'-0" X 7'-0" FG ALUM FF 1 ALUM FF YES 3 114 3'-0" X 7'-0" HG HM PNT 1 HM PNT YES 1 3 115 3'-0" X 7'-0" FG ALUM FF 1 ALUM FF YES 3 116 3'-O" X 7'-0" F WD S&V 1 HM PNT YES 3 121 3'-O" X 7'-0" F WD S&V 1 HM PNT YES 3 123 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 124 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 142 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 143 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 144 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 145 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 146 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 147 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 148 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 149 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 150 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 151 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 152 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 156 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 157 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 158 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 159 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 160 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 161 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 162 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 163 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 164 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER 166 9'-0" X 9'-0" OH SECTIONAL OH DOOR W/DOCK SEAL & LEVELER W\DOW SCHDJLH WINDOW # DESCRIPTION SIZE COMMENTS WIDTH HEIGHT SILL HEIGHT W1 4'-0" 4'-0" 3'-0" A.F.F. oov P\SH SCHEDJLE HARDWARE GROUPS GROUP 1 HINGES EXIT DEVICE (PANIC) PULL CYLINDER SURFACE CLOSER GROUP 2 HINGES LEVER LOCKSET SURFACE CLOSER GROUP 3 HINGES LOCKSET WALL STOP GROUP 4 HINGES PUSH/PULL WALL STOP FLOOR SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE ySEE SCHED.y F DOOR TYPES SEE SCHEDULE OH ySEE SCHED.y FG SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE ySEE SCHED.y HG SEE SCHEDULE OH ,SEE SCHED.y NL 2" 1 2" DOOR FRAME TYPES 4'-0" 2 2" SEE SCHEDULE 2" jkSEE SCHED.,, 3 SEE SCHED. w w w w N w U N SEE SCHED, FIXED WINDOW WINDOW TYPES LEGEND: ACT ACOUSTICAL CEILING TILE CONC CONCRETE CB CEMENTITIOUS BOARD CPT CARPET CT CERAMIC TILE FRP GB LIN PNT SLR FIBERGLASS PANEL GYPSUM BOARD LINER PANEL PAINT SEALER STRUCT STRUCTURE VB VINYL BASE VT VINYL TILE WD WOOD ROOM # ROOM NAME MATERIALS NORTH WALL MAT./FINISH EAST WALL MAT./FINISH SOUTH WALL MAT./FINISH WEST WALL MAT./FINISH FLOOR FINISH BASE FINISH CEILING FINISH CEILING HEIGHT 1 CONFERENCE ROOM CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 2 OFFICE CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 3 NOT USED 4 MECHANICAL CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 5 WOMENS RESTROOM CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 6 MENS RESTROOM CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 7 BREAK ROOM CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 8 ENTRY AREA CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 9 I.T. ROOM CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 10 VESTIBULE CONC. VB ACT 9'-0" GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT GYP. BD./TEXTURE/PNT 3 5/8" METAL STUDS © 16" 0.C. GLASS -FIBER BATT INSULATION 5/8" GYPSUM BOARD, PAINTED (BOTH SIDES) NON -RATED SCALE: 1 " = 1 '-0" 6" METAL STUDS ® 16" 0.C. GLASS -FIBER BATT INSULATION HAT CHANNEL 4'-0" 0.C. 5/8" GYPSUM BOARD (PAINTED ONE SIDE) OR CEMENTITIOUS UNDERLAYMENT, (BOTH SIDES) LINER PANEL 1 HOUR -RATED SCALE: 1 " = 1 '-0" 8 1 /2" Z-GIRT GLASS -FIBER BATT INSULATION LINER PANEL FIBERGLASS REINFORCED POLYMER PANEL NON -RATED SCALE: 1 " = 1 -0" 6" METAL STUDS ® 16" 0.C. GLASS -FIBER BATT INSULATION 5/8" GYPSUM BOARD (PAINTED) OR CEMENTITIOUS UNDERLAYMENT, (BOTH SIDES) NON -RATED SCALE: 1" = 1'-0" 8 1/2" GIRT GLASS -FIBER BATT INSULATION LINER PANEL 8 CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR TYPICAL REINFORCING U419 RATING = 1 HR SCALE: 1 " = 1 '-0" Final Set For Construction c 0 oC 0 0 0 a) c 0 0 z Project Number 202201 E 0) E 0 E z 0 ii m 2 a 0 ns 0 a 0 0 0 0 0 a0 is 0 0 Josiah Scull Fax 605-348-4041 CeII 605-209-0169 co C'7 i CY) Co U 0 W 0 06 cri LL J 0 z_ U z 0 2 0 cn 0 w x m A4.1 Drawing Number Page 284 of 609 GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING (AND ACCOMPANYING FOOTINGS), GUYS OR TIEDOWNS. 4. ADDITIONAL OBSERVATIONS AS A RESULT OF REJECTION OF WORK COMPLETED AND/OR ADDITIONAL OBSERVATIONS DUE TO THE DEFICIENCIES IN WORK OBSERVED WILL BE AT THE EXPENSE OF THE CONTRACTOR. 5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB SUPERINTENDENT IN ADDITION TO ALL PERSONNEL DEEMED NECESSARY BY CONTRACTOR PRIOR TO SUBMITTAL TO ENGINEER FOR APPROVAL. 6. ALL SHOP DRAWING TO BE REVIEWED BY ALBERTSON ENGINEERING INC. SHALL HAVE ELECTRONIC COPIES PROVIDED TO ALBERTSON ENGINEERING INC. FOR REVIEW. AN ELECTRONIC MARKED SET OF THOSE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR. NO ADDITIONAL HARD COPIES OF THE SHOP DRAWINGS NEED TO BE PROVIDED TO ALBERTSON ENGINEERING INC., ALTHOUGH OTHER PARTIES MAY REQUIRE HARD COPIES OF THE MARKED UP DRAWINGS. THESE REQUIREMENTS ARE IN ADDITION TO THE TYPICAL PROJECT SHOP DRAWING SUBMITTAL REQUIREMENTS STATED IN THE PROJECT SPECIFICATIONS. 7. THE DESIGN OF THE STRUCTURE SHOWN IN THESE CONSTRUCTION DOCUMENTS IS FOR THE ONE-TIME USE AT THE SPECIFIC SITE REFERENCED IN THE GEOTECHNICAL REPORT. DESIGN CODES: - 2018 INTERNATIONAL BUILDING CODE. - ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY. - AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. - ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES. - NDS 2018 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED WITH THE FOLLOWING SUPERIMPOSED LOADINGS BASED ON RISK CATEGORY II: ROOF: WIND: GROUND SNOW LOAD ROOF SNOW LOAD SNOW EXPOSURE FACTOR SNOW THERMAL FACTOR SNOW IMPORTANCE FACTOR ROOF SLOPE FACTOR DEAD LOAD LIVE LOAD ULTIMATE WIND SPEED EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT 43 PSF 30 PSF + DRIFT 1.0 1.0 1.0 1.0 20 PSF 20 PSF (REDUCIBLE) 112 MPH C +0.18 SEISMIC: SEISMIC DESIGN CATEGORY A SITE CLASSIFICATION D SEISMIC IMPORTANCE FACTOR 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss = 0.134g S� = 0.04g DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sps = 0.143g SDI = 0.065g ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS: 1. SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION SHALL COMPLY WITH THE FOLLOWING: - PREPARED BY: AMERICAN ENGINEERING TESTING, INC. - TITLE: - DATE: JUNE 8, 2022 GEOTECHNICAL EXPLORATION PROPOSED MAGNUM TRUCKING BUILDING BOX ELDER, SOUTH DAKOTA AET PROJECT No. P-0011673 2. GEOTECHNICAL RECOMMENDATIONS WERE PREPARED WITH SPECIFIC KNOWLEDGE OF THE SPECIFIC BUILDING TYPE, CONSTRUCTION TYPE, AND LIKELY LOADS SHOWN ON THE CONSTRUCTION DOCUMENTS. DETERMINING THE AMOUNT OF SETTLEMENT ACCEPTABLE FOR THE BUILDING TYPE IS THE RESPONSIBILITY OF THE GEOTECHNICAL ENGINEER. ALL STRUCTURAL DESIGNS WERE BASED UPON STAYING WITHIN THE LIMITS GIVEN WITHIN THE GEOTECHNICAL REPORT FOR THE LOADS PRESCRIBED BY THE BUILDING CODE REFERENCED IN THE DESIGN CODES SECTION OF THESE STRUCTURAL NOTES. 3. DESIGNS BASED UPON AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF. SEE GEOTECHNICAL REPORT FOR ALL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THE SLAB AND FOOTINGS ON GRANULAR ENGINEERED FILL MATERIAL. PLUMBING SLEEVES: 1. MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO CENTER TO THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CHEMICAL ANCHORS: 1. SHALL BE A POLYMER INJECTION SYSTEM SUCH AS HILTI HY-200 OR APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. CONCRETE TESTING: 1. CONCRETE TESTING SHALL BE PAID FOR BY THE OWNER. TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST -IN -PLACE CONCRETE: 1.1. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." 1.2. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 7 DAYS 2 AT 28 DAYS 1.3. PROVIDE ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARDED. 1.4. TESTING SHALL BE BASED UPON CONCRETE TAKEN AT POINT OF PLACEMENT. 1.5. IN ADDITION TO TYPICAL TESTING REQUIREMENTS, SLUMP AND AIR CONTENT SAMPLES SHALL BE TAKEN AT BEGINNING OF FIRST TRUCK PRIOR TO ANY PLACEMENT AND REPEATED AT THE MIDDLE OF FIRST TRUCK. CONCRETE PLACEMENT SHALL NOT START IF INITIAL TEST(S) FAIL AND SHALL NOT CONTINUE OF TEST TAKEN AT MIDDLE OF FIRST LOAD FAILS. 1.6. IF ANY SLUMP OR AIR CONTENT FAILS DURING PLACEMENT, TESTS SHALL BE IMMEDIATELY REPORTED AND RETAKEN. IF RETAKEN TESTS FAIL THEN ALL SUBSEQUENT LOADS MUST BE TESTED AT ARRIVAL AND TEST MUST SHOW COMPLIANCE PRIOR TO THE CONCRETE IN THAT TRUCK BEING ALLOWED FOR USE ON PROJECT. ALL COSTS FOR ADDITIONAL TESTING SHALL BE CREDITED TO THE OWNER. PENETRATIONS: 1. NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. CONCRETE MIX DESIGN CONCRETE MIX SHALL BE DESIGNED BY RECOGNIZE TESTING LABORATORY TO ACHIEVE A STRENGTH AT 28 DAYS AS SHOWN IN THE BELOW CONCRETE CURING STRENGTH SCHEDULE WITH A PLASTIC AND WORKABLE MIX: CONCRETE PROPERTIES LOCATION 28 DAY COMPRESSIVE STRENGTH ENTRAINED AIR SLUMP MAX W/C RATIO FOOTINGS 3,500 PSI 4.0% - 6.0% 5"±1" 0.55 FND WALLS & ALL OTHER CONC 4,500 PSI 5.0% - 7.0% 4"±1" 0.45 INTERIOR SLABS 4,000 PSI <3.0% 3"±1" 0.50 EXTERIOR SLABS 5,000 PSI 5.0% - 7.0% 3"±1" 0.40 2. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL SLABS SHALL BE CURED USING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1 AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 3. CONCRETE SHALL UTILIZE TYPE I/II CEMENT AND SHALL HAVE A 20% MINIMUM CLASS F FLY -ASH CONTENT BY WEIGHT 4. COARSE AND FINE AGGREGATES SHALL COMPLY WITH ASTM C33 AND ACI 302.1, CURRENT VERSIONS. 5. THE CONCRETE STRENGTHS SHOWN IN THE SECTION ABOVE AND IN THE SPECIFICATIONS ARE MINIMUM COMPRESSIVE STRENGTHS. THE ENGINEER SHALL DETERMINE IF THE CONCRETE IS ACCEPTABLE, OR TO BE REMOVED, OR TO RECEIVE SPECIAL CURING IF THE COMPRESSIVE STRENGTHS ARE LESS THAN SPECIFIED. 6. WATER REDUCING AGENTS MAY BE USED IN THE CONCRETE MIX. PLASTICIZERS AND SUPER -PLASTICIZERS MAY BE USED ONLY WHEN WRITTEN PERMISSION OF THE ENGINEER IS GIVEN. 7. NO SALTS OF ANY KIND MAY BE USED IN CONCRETE BEFORE OBTAINING THE ENGINEER'S WRITTEN PERMISSION FOR THEIR USE. CONCRETE AND REINFORCING PLACEMENT: 1. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301 AND ACI 117 EXCEPT AS MODIFIED BELOW: ACI 117 ITEM 4.3.1.1 ELEVATIONS OF SLABS -ON -GRADE TOP OF SLAB ELEVATION SHALL BE WITHIN A /" ENVELOPE EITHER SIDE OF THE THEORETICAL DESIGN SURFACE. 1.2. ACI 117 ITEM 4.5.7 FLOOR FINISH TOLERANCES AS MEASURED BY PLACING A FREE STANDING (UNLEVELED) 10 FT. STRAIGHT EDGE ANYWHERE ON THE SLAB AND ALLOWING IT TO REST UPON TWO HIGH SPOTS WITHIN 28 DAYS AFTER SLAB CONCRETE PLACEMENT. THE GAP AT ANY POINT BETWEEN THE STRAIGHT EDGE AND THE FLOOR SHALL NOT EXCEED 4". 2. ALL REINFORCING STEEL TO BE ASTM A615, GRADE 60 (#4 AND LARGER), EXCEPT WHERE NOTED OTHERWISE. REINFORCING SHALL NOT BE WELDED. 3. WELDED WIRE FABRIC TO CONFORM TO ASTM A185 AND SHALL BE FREE FROM OIL, SCALE AND RUST. PLACE WWF IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND THE SPECIFICATIONS. MINIMUM LAPS SHALL BE ONE SPACE PLUS 2". 4. ALL REINFORCING STEEL BARS TO BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ACI MANUALS. 5. LAP ALL REINFORCING SPLICES IN CONCRETE A MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE ON DRAWINGS (CLASS B SPLICE). WOOD SHEATHING: 6. PROVIDE CORNER BARS OF SAME BAR DIAMETER AS SPECIFIED FOR 1. THE WALL, BEAM OR FOOTING. PROVIDE MINIMUM OF 40 BAR DIAMETER LAP FOR ALL CORNER BARS, UNLESS NOTED OTHERWISE. 7. PROVIDE FOUNDATION DOWELS AS SHOWN. MINIMUM SIZE DOWELS TO BE #4, UNLESS OTHERWISE NOTED. ALL VERTICAL REINFORCING STEEL IN COLUMNS AND PIERS, OR VERTICAL REINFORCING IN WALLS, SHALL BE DOWELED INTO THE FOOTINGS WITH SAME SIZE AND QUANTITY DOWEL AS THE VERTICAL REINFORCING. 8. WHERE SHOWN ON THE DRAWINGS, PROVIDE WELD PLATES, WELDMENTS, OR CONCRETE INSERTS FOR FASTENING AND SECURING OTHER COMPONENTS. CONCRETE INSERTS SHALL BE FURNISHED BY THE CONTRACTOR REQUIRING THEM AND INSTALLED BY THE CONTRACTOR CASTING THE CONCRETE AROUND THEM. CLIP ANGLES SHALL BE FURNISHED BY THE CONTRACTOR REQUIRING THEM. 9. REINFORCING STEEL SHALL RECEIVE CONCRETE COVER AS FOLLOWS: DESCRIPTION CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS #5 BARS OR SMALLER NOT EXPOSED TO EARTH OR WEATHER OR IN CONTACT WITH THE GROUND, SLABS AND WALLS #11 BARS OR SMALLER #14 AND #18 MINIMUM COVER 3" 2" 1 2" �4 12" BEAMS AND COLUMNS 1 2" 10. PROVIDE TWO (2) #5'S, ONE AT EACH FACE, UNLESS NOTED OTHERWISE, AROUND ALL OPENINGS GREATER THAN 12"x12" IN CAST -IN -PLACE CONCRETE. EXTEND REINFORCING 2'-0" BEYOND OPENING IN BOTH DIRECTIONS. CONTACT ENGINEER FOR ALL OPENINGS GREATER THAN 12"x12" FOR DESIGN. 11. COLD WEATHER AND HOT WEATHER PROVISIONS OF ACI 306 AND 305 (CURRENT EDITIONS), RESPECTIVELY, SHALL BE MAINTAINED. 12. UNLESS NOTED OTHERWISE ALL UNDER SLAB VAPOR RETARDER SHALL CONFORM TO THE REQUIREMENTS OF ASTM E1745 CLASS A AND SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 13. FLOOR FLATNESS AND LEVELNESS TOLERANCES: 13.1. MINIMUM FF & FL NUMBERS PER ASTM E1155. FF = 35 FL = 25 13.2. CORRECT SLAB SURFACE IF COMPOSITE OVERALL VALUE IS LESS THAN SPECIFIED OR IF LOCAL VALUE IS LESS THAN 2/3 OF THE SPECIFIED FF OR FL NUMBERS. 13.3. CORRECT BY REMOVAL AND REPLACEMENT OF DEFECTIVE WORK. 14. OWNER SHALL ENGAGE PARTY TO TEST FF & FL NUMBERS WITHIN 72 HOURS OF CASTING. CONTRACTORS MUST PROVIDE 10 DAYS NOTICE PRIOR TO CASTING CONCRETE SLAB ON GRADE SECTIONS. ANCHOR BOLTS: 1. SHALL BE ASTM F1554 GRADE 36 THREADED ROD. PROVIDE HOT DIP GALVANIZE FINISH ON ALL ANCHOR BOLTS PERMANENTLY EXPOSED TO EXTERIOR OR IN CONTACT WITH PRESSURE TREATED LUMBER. 2. THREADED ROD EMBEDMENT DEPTH SPECIFIED IN THE DRAWINGS SHALL BE FROM TOP OF CONCRETE TO TOP OF DOUBLE NUT. STRUCTURAL STEEL: 1. STEEL SHALL CONFORM TO ASTM A992 (Fy=50 KSI) FOR ALL W-SHAPES, AND ASTM A36 (Fy=36 KSI) FOR ALL OTHER MISCELLANEOUS SHAPES AND PLATES. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B OR GRADE C (Fy=46 KSI OR 50 KSI). STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, TYPE "E" OR "S" (Fy=35 KSI). 2. STEEL SHALL CONFORM TO THE LATEST EDITION OF AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 3. ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED. STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZED IS INDICATED ON THE DRAWINGS. 4. WELDS FOR ALL EXPOSED STRUCTURAL STEEL SHALL BE GROUND SMOOTH UNLESS NOTED OTHERWISE. 5. ALL BOLTED CONNECTIONS SHALL CONSIST OF %4" 0 F3125 GRADE A325 OR GRADE F1852 BOLTS, UNLESS NOTED OTHERWISE. 6. FAILURE OF A BOLT OR NUT DURING INSTALLATION PROCESS RESULTING IN A CRACK IN THE BOLT OR NUT SHALL BE GROUNDS FOR REJECTION OF ALL THE BOLTS OR NUTS COMING FROM THE SAME LOT. IF THE DOCUMENTATION OF THE LOT OF ORIGIN FOR THE FAILED NUT(S) OR BOLT(S) DOES NOT EXIST, OR IS NOT PROVIDED, THEN ALL OF THE BOLT(S) OR NUT(S) SHALL BE ASSUMED TO COME FROM THE LOT CONTAINING THE FAILED NUT(S) OR BOLT(S). 7. CONTRACTOR TO FURNISH AND INSTALL 500 LB OF ADDITIONAL MISCELLANEOUS STEEL TO BE USED AT ENGINEER'S DISCRETION. 8. CONTRACTOR SHALL MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL AND ARCHITECTURALLY EXPOSED STRUCTURAL STEEL WITHIN AISC'S CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 9. ANCHOR BOLT HOLES IN STRUCTURAL STEEL SHALL BE OVERSIZED NO MORE THAN 2" MAX, UNLESS NOTED OTHERWISE. WOOD: 1. STRUCTURAL 2x WOOD COMPONENTS HAVE BEEN DESIGNED AS SPRUCE -PINE -FIR (SPF) OR HEM -FIR (HF) NO. 2 OR BETTER AND SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES AND PROPERTIES: MODULUS OF ELASTICITY (E) 1,300,000 PSI BENDING (Fb) 850 PSI SHEAR (Fv) 135 PSI 2. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. 3. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. 4. BOLTS IN WOOD ARE MACHINE BOLTS, UNLESS OTHERWISE NOTED. MACHINE BOLTS SHALL HAVE A SHANK DIAMETER WITHIN %64" OF THAT SPECIFIED. BOLTS ARE ASTM 307 STEEL. BOLT HOLES IN WOOD SHALL BE Y2" OVERSIZE. WHERE STEEL IS CONNECTED TO WOOD, HOLES IN STEEL SHALL BE %6" OVERSIZE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BEARING IS AGAINST WOOD. WHERE STEEL SIDE PLATES ARE USED FOR CONNECTION, THE PLATE SHALL BE USED AS A TEMPLATE. PRE-ENGINEERED METAL BUILDING: APA SPAN RATED ROOF, FLOOR AND WALL SHEATHING ARE DESIGNED 1. AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE. 2. SHEATHING SHALL BE FASTENED IN ACCORDANCE WITH PLANS SHOWN SPECIAL NAILING REQUIREMENTS AND WITH THE APPROPRIATE SCHEDULE IN CHAPTER 23, UNLESS NOTED OTHERWISE. 3. IN GENERAL, SHEETS SHALL BE 4'-0"x8'-0" AND SHALL BE LAID WITH FACE PLIES ACROSS FRAMING MEMBERS AND WITH END JOINTS STAGGERED 4'-0". NO PANEL SHALL BE USED WHICH IS LESS THAN 24" IN WIDTH ON FLOORS AND ROOFS. SHEATHING SHALL BE CONTINUOUS ACROSS 2 SPANS, MINIMUM. WOOD FRAMING CONNECTORS: CONNECTOR MODEL NUMBERS SHOWN ARE "Strong -Tie" CONNECTORS AS MANUFACTURED BY "SIMPSON Strong -Tie Co.", 1450 DOOLITTLE DR., PO BOX 1568, SAN LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. 2. ALL CONNECTORS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM-A653. CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL HAVE G-185 COATING. CONNECTORS NOT IN CONTACT WITH TREATED MATERIALS SHALL HAVE STANDARD G-60 COATING. PRE-ENGINEERED WOOD TRUSSES: 1. ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER TO THE CONFIGURATION AND LOAD -CARRYING CAPACITY SHOWN ON THE DRAWINGS AND SPECIFICATIONS. TRUSSES SHALL BE DESIGNED TO SUSTAIN SELF WEIGHT OF THE TRUSSES AND UNIFORM LOADS AS INDICATED ON THIS SHEET AND AS FOLLOWS: ROOF DEAD LOAD: TOP CHORD = 10 psf BOT. CHORD = 10 psf 1.2. ROOF SNOW LOAD: UNIFORM = 30 psf DRIFT = SEE SNOW DRIFT PLAN OVERHANG = 60 psf 1.3. WIND UPLIFT: SEE UPLIFT PLAN 2. ROOF TRUSSES SHALL BE DESIGNED FOR A MAXIMUM VERTICAL DEFLECTION OF L/360 LIVE LOAD AND L/240 TOTAL LOAD. 3. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS A CHANGE ORDER WHICH WILL INCLUDE ENGINEERING CHARGES TO THE CONTRACTOR FOR REDESIGN FOR REVIEW PRIOR TO FABRICATION. 4. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY ALL CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN ALL OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING ALL TRUSS SYSTEM COMPONENTS, AS WELL AS ALL PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND SEAL OF A PROFESSIONAL ENGINEERED REGISTERED IN THE STATE OF SOUTH DAKOTA. COLD FORMED LIGHT GAGE STRUCTURAL STEEL: 1. STEEL STUD, TRACK AND LINTEL MEMBERS SHALL BE OF THE TYPE SHOWN ON THE DRAWINGS AND IN THE SPECIFICATIONS AND SHALL CONFORM TO ASTM A653 STRUCTURAL QUALITY GRADE 33 FOR 18 GAUGE THICKNESS OR LESS, ASTM A653 STRUCTURAL QUALITY GRADE 50 CLASS 1 FOR 16 GAUGE OR GREATER. MEMBERS SHALL HAVE HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A924, CLASS G60. 2. METAL STUD AND JOIST MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM AISI SECTIONS: 6"x18 GA. : 600 S 162-43 3. ALL FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. 4. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR WELDED. WIRE TYING OF FRAMING MEMBERS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. 5. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH MAY ALSO BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF APPROVED BY LOCAL BUILDING CODES. 6. STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER TRACKS. 7. VERTICAL SLIP CONNECTORS TO ALLOW THE VERTICAL MOVEMENT OF THE SUPPORTING STRUCTURE RELATIVE TO THE STUD SHALL BE VERTICLIP SLAB CONNECTORS OR APPROVED EQUAL. CONNECTOR MANUFACTURER RESPONSIBLE FOR PROVIDING DOCUMENTATION THAT CONNECTOR HAS ADEQUATE CAPACITY FOR INSTALLATIONS IN WHICH THEY ARE TO BE INSTALLED, AS WELL AS SPECIFYING THE CONNECTION OF THEIR CONNECTOR TO BOTH THE METAL STUD AND SUPPORTING STRUCTURE. THE PRE-ENGINEERED METAL BUILDING SHALL CONSIST OF ROOF DECK, RIGID FRAMES, METAL WALL PANELS ON FRAMING, CANOPY FRAMING, GUTTERS AND DOWNSPOUTS, AND FLASHING. DEVIATION FROM BAY SPACING SHOWN ON THE DRAWINGS SHALL / OR SHALL NOT BE PERMITTED TO SUIT MANUFACTURER'S STANDARDS. BASE PLATES MUST FIT ENTIRELY ON PIERS SHOWN AND COMPLY WITH ANCHOR BOLT BOLT SPACING REQUIREMENTS BELOW. 2. THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE BOLT SPACING REQUIREMENTS BELOW. MANUFACTURER TO SUSTAIN THE DESIGN LOADS SPECIFIED. THE DESIGN SHALL BE IN ACCORDANCE TO AISC AND AISI SPECIFICATIONS AND MBMA "METAL BUILDING SYSTEMS MANUAL" DESIGN PRACTICES, LATEST ISSUES. 3. ANCHOR BOLT SPACING REQUIREMENTS: 3.1. ALL BOLTS TO BE SPACED NO CLOSER THAN 3 1/2" ON CENTER. 3.2. ALL ANCHOR BOLTS TO BE SPACED NO CLOSER THAN 3 1/2" FROM CENTERLINE OF BOLT TO EDGE OF CONCRETE WALL OR PIER. 4. ROOF X-BRACING LOCATIONS TO BE DETERMINED BY PEMB MANUFACTURER. X-BRACING MUST BE BELOW LINER PANELS IN ALL LOCATIONS. 5. ALL PEMB MEMBERS (MAIN & SECONDARY) WHICH MUST PASS THRU LINER PANELS (IE. BRACES, ETC.) MUST BE INSTALLED IN SUCH A WAY THAT LINER PANELS WILL HAVE ONLY A MINIMAL HOLE CUT AROUND PENETRATIONS. LINER PANELS PIECED AROUND PENETRATIONS ARE NOT ACCEPTABLE. 6. THE MANUFACTURER SHALL BE REGULARLY ENGAGED IN METAL BUILDING DESIGN AND MANUFACTURING. MANUFACTURER MUST BE AISC CERTIFIED IN MB CATEGORY OR CSA A660 CERTIFIED. 7. SHOP DRAWINGS AND A LETTER OF CERTIFICATION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, AND SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND SEAL OF A SOUTH DAKOTA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS AND JOB NAME AND NUMBER. THEY SHALL INCLUDE DRAWINGS OF THE FRAMING MEMBERS WITH THE CONNECTIONS, THE ANCHOR BOLT PLAN AND REACTIONS. STANDARD CUT SHEETS OF THE ABOVE ARE NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FOR SECONDARY FRAMING CONNECTION DETAILS, FLASHING AND SHEETING DETAILS, ETC. 8. STRUCTURAL DESIGN OF ALL PRE-ENGINEERED METAL BUILDING COMPONENTS ARE TO BE DONE BY PRE-ENGINEERED METAL BUILDING MANUFACTURER. STRUCTURAL DESIGN TO BE COMPLETED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF SOUTH DAKOTA. PROFESSIONAL ENGINEER(S), OR SOMEONE WORKING UNDER HIS DIRECT SUPERVISION FOR ALL METAL BUILDING COMPONENTS SHALL MAKE PERIODIC OBSERVATIONS DURING THE ERECTION/CONSTRUCTION OF THE PRE-ENGINEERED METAL BUILDING COMPONENTS TO VERIFY THAT CONSTRUCTION IS IN CONFORMANCE WITH THEIR SEALED DOCUMENTS. A MINIMUM OF THREE SEPARATE OBSERVATIONS SHALL BE MADE BY SUCH PARTY. ONE AT OR NEAR COMPLETION OF THE ERECTION OF THE PRIMARY AND SECONDARY COMPONENTS PRIOR TO CLADDING INSTALLATION, ONE AT THE COMPLETION OF THE EXTERIOR CLADDING INSTALLATION PRIOR TO INTERIOR FINISHING, AND ONE AT THE COMPLETION OF ALL WORK. COST FOR SUCH PROFESSIONAL ENGINEER(S) OR SOMEONE WORKING UNDER HIS DIRECT SUPERVISION TO BE PAID BY CONTRACTOR. ANY AND ALL DEFICIENT ITEMS SHALL BE RECORDED BY PROFESSIONAL ENGINEER AND ITEMS SHALL BE CORRECTED AND CORRECTIONS VERIFIED BY THE PROFESSIONAL ENGINEER(S) FOR PEMB. AT COMPLETION OF ERECTION/ CONSTRUCTION AND ANY SUBSEQUENT CORRECTIONS OF DEFICIENT WORK, PROFESSIONAL ENGINEER(S) FOR PEMB SHALL CERTIFY THAT CONSTRUCTION IS IN CONFORMANCE WITH THEIR DESIGN DOCUMENTS. PROFESSIONAL ENGINEER(S) FOR PEMB SHALL PROVIDE CERTIFICATION AND WRITTEN OBSERVATION REPORTS FOR EVERY VISIT MADE TO THE ARCHITECT. OBSERVATION REPORTS SHALL BE GIVEN TO ARCHITECT WITHIN 3 WORKING DAYS OF THE VISIT TO THE SITE. 9. FOR THE PURPOSES OF THIS STRUCTURAL NOTES SECTION, ALL OF THE FIELD OBSERVATION WORK DESCRIBED TO BE PERFORMED BY PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN OF PEMB OR SOMEONE WORKING UNDER HIS/HER DIRECT SUPERVISION. ALL OBSERVATION REPORTS TO BE SIGNED BY PERSON WHO MADE OBSERVATION AND PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. 10. FOR COMPONENTS THEY HAVE DESIGNED. THEY ARE ALSO RESPONSIBLE FOR REVIEW OF AND APPROVAL OF THOSE INSPECTION REPORTS. 11. PRIOR TO CONSTRUCTION, ALL PIERS AND FOOTING SUPPORTING PEMB FRAMING WILL NEED TO BE VERIFIED BASED ON PEMB SHOP DRAWINGS. SHOP DRAWINGS MUST SHOW COLUMN LOCATIONS, ANCHOR BOLT SIZES AND LOCATIONS, AND REACTIONS AT EACH COLUMN LOCATION. ANY ADJUSTMENTS TO PIER SIZES, PER LOCATIONS, ANCHOR BOLT SIZES, ANCHOR BOLT EMBEDMENT, OR FOOTING SIZE NECESSARY IN OPINION OF ALBERTSON ENGINEERING INC TO ACCOMMODATE THE PEMB WILL BE AT THE COST OF THE GENERAL CONTRACTOR. DELEGATED DESIGN - RESPONSIBILITIES AND SUBMITTAL REQUIREMENTS FOR CONTRACTOR: 1. IF PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL RELATED TO SYSTEMS, MATERIALS, OR EQUIPMENT ARE SPECIFICALLY REQUIRED OF THE CONTRACTOR BY THE CONTRACT DOCUMENTS; THE ARCHITECT AND/OR ALBERTSON ENGINEERING, INC. WILL SPECIFY THE PERFORMANCE AND DESIGN CRITERIA THAT SUCH SERVICES MUST SATISFY WITHIN THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL BE ENTITLED TO RELY UPON THE ADEQUACY AND ACCURACY OF THE PERFORMANCE AND DESIGN CRITERIA PROVIDED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CAUSE SUCH SERVICES OR CERTIFICATIONS TO BE PROVIDED BY AN APPROPRIATELY LICENSED DESIGN PROFESSIONAL"SPECIALTY ENGINEER", WHOSE SIGNATURE AND SEAL SHALL APPEAR ON ALL DRAWINGS, CALCULATIONS, SPECIFICATIONS, CERTIFICATIONS, SHOP DRAWINGS, AND OTHER SUBMITTALS PREPARED BY THE "SPECIALTY ENGINEER". 3. SHOP DRAWINGS AND OTHER SUBMITTALS RELATED TO THE WORK, DESIGNED OR CERTIFIED BY THE "SPECIALTY ENGINEER" SHALL BEAR THE "SPECIALTY ENGINEER'S" WRITTEN APPROVAL AND CONFIRMATION THAT SUCH WORK COMPLIES WITH ALL APPLICABLE CODES AND THE DESIGN CRITERIA WHEN SUBMITTED TO THE ARCHITECT AND/OR ALBERTSON ENGINEERING, INC. 4. THE OWNER, ARCHITECT, AND ALBERTSON ENGINEERING, INC. SHALL BE ENTITLED TO RELY UPON THE ADEQUACY AND ACCURACY OF THE SERVICES, CERTIFICATIONS, AND APPROVALS PERFORMED OR PROVIDED BY SUCH DESIGN PROFESSIONALS, PROVIDED THE CONTRACT DOCUMENTS HAVE SPECIFIED TO THE CONTRACTOR THE PERFORMANCE AND DESIGN CRITERIA THAT SUCH SERVICES MUST SATISFY. 5. ARCHITECT AND/OR ALBERTSON ENGINEERING, INC. WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON SUBMITTALS ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. 6. ALL SHOP DRAWINGS SUBMITTED FOR APPROVAL FOR WHICH PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL RELATED TO SYSTEMS, MATERIALS, OR EQUIPMENT ARE TO BE COMPLETED TO A LEVEL SUCH THAT THE OWNER, ARCHITECT, AND ALBERTSON ENGINEERING, INC. SHALL BE ENTITLED TO RELY UPON THE ADEQUACY AND ACCURACY OF THE SERVICES, CERTIFICATIONS, AND APPROVALS SUBMITTED. THE "SPECIALTY ENGINEER" SHALL COMPLETE WORK WITH ACCEPTANCE THAT ALBERTSON ENGINEERING, INC. WILL NOT UNDERTAKE A REVIEW OF THE "SPECIALTY ENGINEER'S" CALCULATIONS AND SUBMITTALS AND THE "SPECIALTY ENGINEER" ACKNOWLEDGES THAT THEY ARE SOLELY RESPONSIBLE FOR THE DELEGATED DESIGN WORK CERTIFIED BELOW AND ARE NOT RELYING UPON ALBERTSON ENGINEERING, INC. FOR ANY REVIEW. THESE PROVISIONS ARE CONTRACTED REQUIREMENTS FOR SAID PROJECT AND THE "SPECIALTY ENGINEER" IS BOUND BY THESE PROVISIONS. SPECIAL INSPECTION AND TESTING: SEE DETAILED INSPECTION AND TESTING REQUIREMENTS AS INDICATED ON SHEET SO.2. • Ste• � •• -• • • • • • ,,,t�111111111/IS,,,' ♦♦♦ ��� •• EC C. NO• •• • 6041 i • DAV • � trr�y, •- .• i TN D' i•• �♦` 711/22 �� ��I111111111���0 Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET IDENTIFICATION: so.1 01 OF 08 1 2 3 4 Page 285 of 609 STEEL CONSTRUCTION TABLE N5.4-1 INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS PRIOR TO WELDING INSPECTION INTERVAL REQUIRED ON PROJECT WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P YES WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P YES MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P YES MATERIAL IDENTIFICATION (TYPE/GRADE) 0 YES WELDER IDENTIFICATION SYSTEM(a) 0 YES FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) • JOINT PREPARATION • DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) 0 YES FIT -UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING • JOINT PREPARATIONS • DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) P YES CONFIGURATION AND FINISH OF ACCESS HOLES 0 YES FIT -UP OF FILLET WELDS • DIMENSIONS (ALIGNMENT, GAPS AT ROOT) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) 0 YES CHECK WELDING EQUIPMENT 0 - (a) THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. TABLE N5.4-2 INSPECTION TASKS DURING WELDING INSPECTION TASKS DURING WELDING INSPECTION INTERVAL REQUIRED ON PROJECT USE OF QUALIFIED WELDERS 0 YES CONTROL AND HANDLING OF WELDING CONSUMABLES • PACKAGING • EXPOSURE CONTROL 0 YES NO WELDING OVER CRACKED TACK WELDS 0 YES ENVIRONMENTAL CONDITIONS • WIND SPEED WITHIN LIMITS • PRECIPITATION AND TEMPERATURE 0 YES WPS FOLLOWED • SETTINGS ON WELDING EQUIPMENT • TRAVEL SPEED • SELECTED WELDING MATERIALS • SHIELDING GAS TYPE/FLOW RATE • PREHEAT APPLIED • INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) • PROPER POSITION (F, V, H, OH) 0 YES WELDING TECHNIQUES • INTERPASS AND FINAL CLEANING • EACH PASS WITHIN PROFILE LIMITATIONS • EACH PASS MEETS QUALITY REQUIREMENTS 0 YES PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P YES AISC 360-16 TABLE N5.4-3 INSPECTION TASKS AFTER WELDING INSPECTION TASKS AFTER WELDING INSPECTION INTERVAL REQUIRED ON PROJECT WELDS CLEANED 0 YES SIZE, LENGTH AND LOCATION OF WELDS P YES WELDS MEET VISUAL ACCEPTANCE CRITERIA: • CRACK PROHIBITION • WELD/BASE-METAL FUSION • CRATER CROSS SECTION • WELD PROFILES • WELD SIZE • UNDERCUT • POROSITY P YES ARC STRIKES P YES k-AREA (a) P YES WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES(b) P YES BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P YES REPAIR ACTIVITIES 0 YES DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER 0 YES NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE FOR 0 YES (a) WHEN WELDING OF DOUBLE PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3" (75 mm) OF THE WELD. (b) AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS. AISC 360-16 TABLE N5.6-1 INSPECTION TASKS PRIOR TO BOLTING INSPECTION TASKS PRIOR TO BOLTING INSPECTION INTERVAL REQUIRED ON PROJECT MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 YES FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 YES CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO EXCLUDED FROM SHEAR PLANE) 0 YES CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 YES CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 0 YES PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P YES PRTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 YES AISC 360-16 TABLE N5.6-2 INSPECTION TASKS DURING BOLTING INSPECTION TASKS DURING BOLTING INSPECTION INTERVAL REQUIRED ON PROJECT FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED 0 YES JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 0 YES FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 YES FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES 0 YES AISC 360-16 TABLE N5.6-3 INSPECTION TASKS AFTER BOLTING INSPECTION TASKS AFTER BOLTING INSPECTION INTERVAL REQUIRED ON PROJECT DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P YES 1. 0-OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P-PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. 2. OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN -PROCESS AND COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONFIRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. 3. FOR STRUCTURES IN RISK CATEGORY II (ASCE/SEI 7, TABLE 1.5-1), ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF COMPLETE -JOINT -PENETRATION GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIALS 5/16" (8 MM) THICK OR GREATER. 4. ALL NONDESTRUCTIVE TESTING OF WELDED JOINTS SHALL BE DOCUMENTED. 5. SEE AISC360-16 CHAPTER N FOR ADDITIONAL WELD INSPECTION REQUIREMENTS. 6. SEE AISC360-16 CHAPTER N FOR ADDITIONAL BOLT INSPECTION REQUIREMENTS. 7. 8. EXPOSED CUT SURFACES OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS AND EXPOSED CORNERS OF RECTANGULAR HSS SHALL BE VISUALLY INSPECTED FOR CRACKS SUBSEQUENT TO GALVANIZING. 9. INSPECTION SHALL OCCUR DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, INCLUDING DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE. 10. FABRICATED STEEL AND ERECTED STEEL FRAMES, AS APPROPRIATE, SHALL BE INSPECTED FOR COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER JOINT DETAIL APPLICATION. SPECIAL INSPECTION AND TESTING: 1. SPECIAL INSPECTION AND MINIMUM TESTING SHALL BE PERFORMED IN ACCORDANCE WITH 2018 IBC, TABLES 1704.3 (STEEL), AND 1704.4 (CONCRETE). 2. INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING AGENCY HIRED AT THE OWNER'S EXPENSE. AGENCY INSPECTION PERSONNEL SHALL MEET THE INSPECTOR QUALIFICATIONS FOR EACH MATERIAL ITEM AS INDICATED IN THE SPECIFICATIONS. 3. ANY MATERIAL OR PLACEMENT DEVIATIONS FROM MINIMUMS SHOWN ON THE DRAWINGS OR IN SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. IN ADDITION TO THE IBC INSPECTION TABLES, THE INSPECTOR SHALL VERIFY THAT ALL STEEL MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL AND ARCHITECTURALLY EXPOSED STRUCTURAL STEEL WITHIN AISC'S CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 5. IN ADDITION TO THE CONCRETE IBC INSPECTION TABLES, THE INSPECTOR SHALL VERIFY THAT ALL CONCRETE MAINTAIN TOLERANCES SPECIFIED IN ACI 117-90 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. 6. TESTING - ANY FAILED FIELD TEST SHALL BE REPORTED TO ALBERTSON ENGINEERING INC IMMEDIATELY. IBC 2018 TABLE 1705.3 REQUIRED SPECIAL INSPECTION & TESTS OF CONC CONSTRUCTION TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD' IBC REFERENCE REQUIRED ON PROJECT 1. INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT - X ACI 318 CH 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4 YES 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706. B. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16". C. INSPECT ALL OTHER WELDS - X AWS D1.4,- ACI 318: 26.6.4 NO X X - 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 - YES 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS. b A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4A. X ACI 318: 17.8.2.4, ACI 318: 17.8.2 _ NO X YES 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 YES 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C172, ASTM C31, ACI 318: 26.5, 26.12 1908.10 YES 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X - ACI 318: 26.5 1908.6, 1908.7, 1908.8 YES 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 26.5.3-26.5.5 1908.9 YES 9. INSPECT OF PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES. B. GROUTING OF BONDED PRESTRESSING TENDONS. X - ACI 318: 26.10 - NO X - 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH. 26.9 - NO 11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. - X ACI 318: 26.11.2 - NO 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 26.11.1.2(b) YES a. WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. WELDING OF REINFORCING BARS: SPECIAL INSPECTIONS OF WELDING AND QUALIFICATIONS OF SPECIAL INSPECTORS FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.4 FOR SPECIAL INSPECTION AND AWS D1.4 FOR SPECIAL INSPECTOR QUALIFICATION. MATERIAL TESTS: IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN CHAPTERS 19 AND 20 OF ACI 318, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN CHAPTERS 19 AND 20 OF ACI 318. IBC 2018 TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASKS FREQUENCY OF INSPECTION REQUIRED ON PROJECT CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X YES 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X YES 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X YES 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - YES 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X YES MOST COMMONLY USED STRUCTURAL ABBREVIATIONS ** NOT LISTED IN THE NCS MANUAL SYMBOLS USED AS ABBREVIATIONS: & AND L ANGLE LL DOUBLE ANGLE AT CL CENTER LINE // PARALLEL d PENNY (NAIL) l PERPENDICULAR PL PLATE # POUND OR NUMBER 0 ROUND OR DIAMETER ABBREVIATIONS: (A) A/E AB ABV ADDL ADDM ADH ADJ AFF AGGR AHR ALT APPROX **AR ARCH (B) BEV BFF **BL BLDG BLW **BLK BM BOT **BO ARCHITECT/ENGINEER ANCHOR BOLT/ROD ABOVE ADDITIONAL ADDENDUM ADHESIVE ADJUSTABLE, ADJACENT, ADJOINING ABOVE FINISH FLOOR AGGREGATE ANCHOR, ANCHORAGE ALTERNATE APPROXIMATE ANCHOR ROD ARCHITECT (URAL) BEVELED BELOW FINISH FLOOR BRICK LEDGE BUILDING BELOW BLOCK (ING) BEAM BOTTOM BOTTOM OF **BOC **BOF BRG **BRK BSMT BTWN BU (C) BOTTOM OF CONCRETE BOTTOM OF FOOTING BEARING BRICK BASEMENT BETWEEN BUILT-UP C CAM*(C=) CB CU FT CHFR CIP **CIPC CJ CL CLG CLR CMU COL CONC CONN CONSTR CONT CONTR COORD CTR CU CU YD (D) D DBL DEMO DET DIA DIAG CHANNEL CAMBER CARRIAGE BOLT CUBIC FEET OR FOOT CHAMFER CAST -IN -PLACE CAST -IN -PLACE CONCRETE CONTROL JOINT CENTER LINE CEILING CLEAR, CLEARANCE CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECT (ION) CONSTRUCTION CONTINUOUS, CONTINUE CONTRACT (OR) COORDINATE CENTER CUBIC CUBIC YARD DEEP, DEPTH, PENNY (NAIL) DOUBLE DEMOLITION, DEMOLISH DETAIL DIAMETER DIAGONAL, DIAGRAM DIM DIMENSION DIR DIRECTION DIV DIVIDE, DIVISION **DKG DECKING DL DEAD LOAD DOUG FIR DOUGLAS FIR DR DRAIN DT DRAIN TILE DWG DRAWING (S) (E) **(E) EXISTING (SEE EXIST) EA EACH **EAB EPDXY ANCHOR BOLT EF EACH FACE EJ EXPANSION JOINT EL ELEVATION **EMB EMBED (ED) EPS EXPANDED POLYSTYRENE EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANSION, EXPOSED EXP BT EXPANSION BOLT EXT EXTERIOR, EXTERNAL (F) FD FLOOR DRAIN **FND FOUNDATION FF EL FINISH FLOOR ELEVATION FIN FINISH (ED) FLG FLANGE FLR FILLER, FLOOR (ING) **FO FACE OF FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD **FOW FACE OF WALL FS FAR SIDE FT FTG FRMG FUT (G) FOOT, FEET FOOTING FRAMING FUTURE GA GAGE, GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR **GL GLUE LAMINATED (BEAM) GLU LAM GLUE LAMINATED (BEAM) GR BM GRADE BEAM GRTG GRATING GYP GYPSUM GYP BD GYPSUM BOARD (H) H **HAB **HAS HC HDR HGR HORIZ HS **HSB **HSS HT (I) ID INSIDE DIAMETER INCL INCLUDE (D), INCLUDING INFO INFORMATION INSUL INSULATE (D), INSULATION INT INTERIOR INV EL INVERT ELEVATION (J) **JST JOIST **JT JOINT (K) KIP KLF KSF KSI (L) THOUSAND POUND KIPS PER LINEAR FOOT KIPS PER SQUARE FOOT KIPS PER SQUARE INCH L LAM **LB LF **LGR LL LLH LLV LOC LONG HIGH **LSL HEADED ANCHOR BOLT LT WT HEADED ANCHOR STUD **LVL HOLLOW CORE LVR HEADER (M) HANGER MACH HORIZONTAL MB HIGH STRENGTH MATL HIGH STRENGTH BOLT MAX HOLLOW STRUCTURAL SHAPE MBR HEIGHT **MC MECH ANGLE LAMINATE (ED) POUND LINEAR FEET LEDGER LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LONGITUDINAL LAMINATED STRAND LUMBER LIGHTWEIGHT LAMINATED VENEER LUMBER LOUVER MEZZ MFD MFR MFR REC MIN MISC MTL (N MACHINE MACHINE BOLT MATERIAL MAXIMUM MEMBER MISCELLANEOUS CHANNEL MECHANICAL MEZZANINE MANUFACTURED MANUFACTURER MANUFACTURER'S RECOMMENDATION MINIMUM MISCELLANEOUS METAL K THOUSAND (KIP) **(N) **KCJ KEYED CONSTRUCTION JOINT NA NEW NOT APPLICABLE NIC NO NOM NS NTS (0) NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO SCALE OC OD OH DR OPNG OPP **OSB **OVS (P) **PAF ON CENTER OUTSIDE DIAMETER OVERHEAD DOOR OPENING OPPOSITE ORIENTED STRAND BOARD OVERSIZED PAR PCF PED PERF PERP PL PLF PLYWD PNL PR PRCST PREFAB PSF PSI **PSL PT PVC (R) R RCP REF REINF POWDER ACTUATED FASTENER PARALLEL POUNDS PER CUBIC FOOT PEDESTAL PERFORATED PERPENDICULAR PLATE POUNDS PER LINEAR FOOT PLYWOOD PANEL PAIR, PIPE RAIL PRECAST CONCRETE PREFABRICATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POST TENSION (ED), PRESSURE TREATED POLYVINYL CHLORIDE REQ REQD REV RO RS RVS (S) REQUIRE REQUIRED REVISION (S), REVISED ROUGH OPENING ROUGH SAWN REVERSE (SIDE) SCHED SECT SHT SHTHG SIM **SL SLNT SLV **SOG SPEC SQ **SSL **SSLT SST STD STIF STL STRUCT SUB FL SUSP **SW SYMM (T) T T&B T&G **TBD RADIUS/RISE (R) THD REINFORCED CONCRETE PIPE THK REFERENCE THRU REINFORCE (D), (ING) **TL SCHEDULE SECTION SHEET SHEATHING SIMILAR SNOW LOAD SEALANT SLEEVE SLAB -ON -GRADE SPECIFICATION (S) SQUARE SHORT SLOTTED (HOLE) SHORT SLOTTED (HOLE) TRANSVERSE STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SUBFLOOR SUSPENDED SHEAR WALL SYMMETRY, SYMMETRICAL TREAD TOP AND BOTTOM TONGUE AND GROOVE TO BE DETERMINED THREAD (ED) (S) THICKNESS THROUGH TOTAL LOAD TO TOB TOC TOF TOM TOP OF TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOP OF MASONRY TOP TOP OF PIER TO PAR TOP OF PARAPET TOS TOP OF STEEL, SLAB TO SHTHG TOP OF SHEATHING TO SUB FL TOP OF SUBFLOOR TOW **TRANS TRTD TS TYP (U) UNO (V) TOP OF WALL TRANSVERSE TREATED TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE **V VERT VIF VR VRFY (W) SHEAR VERTICAL VERIFY IN FIELD VAPOR RETARDER VERIFY W W/ W/0 **WA WD WF (W) WL WLD WP **WS WT WWF WIDTH WITH WITHOUT WEDGE ANCHOR WOOD WIDE FLANGE WIND LOAD WELD (ED) WATERPROOFING, WORKING POINT WALL STEP WEIGHT WELDED WIRE FABRIC (X) XPS EXTRUDED POLYSTYRENE (Y) YD YARD `� (k_ •• 400011111118.01. 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WIND UPLIFT VALUES SHOWN ARE ULTIMATE OBTAIN NOMINAL WIND UPLIFT PRESSURES COMPONENT AND CLADDING LOADS WALLS PRESSURE (PSF) ZONE WIDTH (a) EFFECTIVE WIND AREA (SQUARE FEET) 0 - 20 20 - 50 50 - 100 > 100 4 REMAINDER SUCTION 26 25 24 23 PRESSURE 19 18 17 16 5 3'-0" SUCTION 32 30 28 24 PRESSURE 25 23 20 17 ADDITIONAL REMARKS: WIND PRESSURE VALUES FROM ASCE 7-16. TO TABLE VALUE BY 0.6. WITHIN THE WIDTH (a) FROM EACH BUILDING WALL AREA. 1. WIND PRESSURES SHOWN ARE ULTIMATE OBTAIN NOMINAL WIND PRESSURES MULTIPLY 2. ZONE 5 SHALL INCLUDE THE WALL AREA CORNER. ZONE 4 APPLIES TO THE REMAINING Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: SNOW DRIFT AND WIND UPLIFT PLANS SHEET IDENTIFICATION: SO.3 03 OF 08 1 2 3 4 Page 287 of 609 RETAINING WALL, SEE TYPICAL RETAINING WALL SECTIONS AND CIVIL DWGS FOR ADD'L DETAILSi. A 0001111118 t'R ° F E S SI° ���I', ����Oe••"'•••-1 �• •(-- •• -EG. NO. •• . •• 6041 i ' • v ,<F�i• �• 0 ••••••••• ��I �n i izz �// ,�� 61111111110* ID 0 0 4 198 -0" 0 6'-0" Al0 8'-6" 25'-0" 16'-0" Al6 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 26'-0" 5'-0" ��� 4'-8" O O �` c<` F` F �` �� �� �� �� �< i?O"' % O,o+"?cP% 00 SIM 1 O C' �G ��'� ��` GQ OA Q ,�O O , 0"' %?p"' %OS"' >, 6',, �76"' �G es (<, C_, GQ 0 O,o+O� CO O �u' C' 04 +p ° O +0 C� p +r, o .o �,. O �'," O .o �,, O ,o O, O Q ,�O 3 O `-'0, C' `-'0, C' O C' O C' 7,-) C' r- III I. 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MAIN,SUITE C RAPID CITY, SD57702 605.343.9606 6" TYP p0o�C' 4 G�OQO,7i5 �p,-wo TOF 'p,'LC, p0�'i `l,G `OQ (j S5.1 p.'LC, S5.1 A A c�,�, - — zi-- I "� —— 4- "i A oo F,p A S5.1 'A —C<Ks'cs A A A '—Z— 'f' — — F) 'ss,i, -'r —— II— A C GL1i LL_LL1 iL1 ei Ll II A (B)i �_ _ _ 7 2 , 92 I , , I , I row I I „ 1 2 FND WALL J _ T -1-7— T -I- J O T T 6 O T T O I J T T 100' o" T T OC 3'-10" 1'-6" O TOF L____ Q O // / IM 1 I sr, ,o �, F 0 z SIM ___J 94'-0" - S5.1 TYP DOORS @ OH UNO (D) S5.1 I To°ti N 8" FND WALL Arco 5'-0" 4'-0" 96 oF� // o TOF I 7p /� 9 CONSULTANT Cc'.I ,G� 96'-0� I O 00' 4" SLAB 8" SLAB 1 8 1 1 S5.1 O� 76,," iO + '� �A 0 '' O TOW > S5.1 RECESS FOR DOCK LEVELER, COORDIN TE G ��,. �Q� Q� p 7�j C'O I O•,'1'C/ I c� I 100'-0" I J FINAL DIMENSIONS DOCK LEVELER MFR V// TIE BEAM, SCHEDULE SEE TIE BEAM AND DETAIL #6 HAIRPIN, SEE ENLARGED DETAIL ON SHEET ADD'L DETAILS, TYP 36.1 FOR L Q� �G ,\po O • NOC'OQ t\o ® \ ySS S5.1 1 �� 1541 B GO •O O oo, oNG P s Xs� l (A) 1 I ss 5'�5 N 1 r —F'\�,0z \ ' OQ 96 0 J @._ — — VESTIBULE, SEE I _ _ _ ENLARGED VESTIBULE o 0 0 0 0 0 0 0 0 o I I I PLAN ON SHEET I S2.1 m a� m a� rn m a� rn m a� rn m o� rn 8" CONC SLAB ON GRADE m a a� rn m rn Co I I I I I J 8" FND WALL H II m 0 ~ + +il m 0 ~ „ ~ ,I m 0 ~ + - + i� m 0 W/ #5 @ 18"0C CENTERED0 EACH WAY ~ - „ m -1 ~ +— -II m 0 METAL STAIRS SEE ENLARGED STAIR I PLAN ON SHEET S2.1 @_:3 t— — — l I HsS 5 X5'41„ TOC I \ 'yS o �S� J I J $100'-0" s g �4„ , -. 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Q? ,, G p Q$ G '' = 4 -8 cD% 0 F� T OA, .0 O.O D,, c,, 0 F� O F� T OA, .0 T OA, .0 O'o CO O'o c0 �,, S5.1 C' F4 C' F4 0 F/i T OA, .0 T OA, .0 1, OA, 6 O'o CO O'o c0 OA CO 0 1, O,L Om- F4 c0 l<' Q•+ ti� 6) l<,, r593 p0 ,\ Q + t 'pQ `lbog C',p O 7p /� O' 'Q o,, L',p L',p 7p /< 70 /� <' O' 'Q O' 'Q o,, o,, L',p C',p OA 7p // 7p /� 7p 4‹. O' 'Q O' 'Q O' 'Q o,, 0,, 0,, L',p 7p �% O' 'Q 0,, 0 © © _/_ 4 0 6 RETAINING WALL, SEE TYPICAL RETAINING WALL SECTIONS AND CIVIL DWGS FOR ADD'L DETAILS 0 8 9 z = FOUNDATION PLAN a° 1 SCALE: Y8"=1'-0" GENERAL SHEET NOTES SHEET LEGEND MANAGEMENT: FOUNDATION & FLOOR SLAB PLAN NOTES PROJECT NO: 22-096 DRAWN BY: JRK • CENTER STOOPS ON OPENINGS UNLESS SHOWN OTHERWISE. SEE ARCHITECTURAL • PROVIDE VAPOR RETARDER BELOW 4" CONCRETE SLAB ON GRADE xx" xx" • SEE SHEETS SO.1 FOR GENERAL STRUCTURAL NOTES WITHIN THE ENTRY AND OFFICE AREAS. VAPOR RETARDER NOT DRAWINGS FOR EXACT LOCATIONS. REQUIRED BELOW 8" CONCRETE SLABS IN THE WAREHOUSE AREAS. < • > DENOTES CHANGE IN SLAB THICKNESS OR PHASE OF PROJECT FOOTING SCHEDULE CHECKED BY: DELDENOTES CONCRETE SLAB CONTROL • VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL, CIVIL, • MECHANICAL & EQUIPMENT PADS NOT SHOWN, SEE MECHANICAL DRAWINGS FOR SIZE co JOINTS (SJ) MARK FTG SIZE (L x W x D) REINFORCING REMARKS MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE CONSTRUCTION & LOCATION. COMMENCES. 0 DENOTES FOOTING, SEE PLAN & SCHEDULE (A) CONT x 2' - 0" x 1' - 0" (3) #5 CONT (W/ CORNERS) BOTTOM SHEET TITLE: FOUNDATION PLAN • SEE ARCHITECTURAL DRAWINGS FOR ALL VERTICAL & HORIZONTAL RIGID INSULATION • ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF REQUIREMENTS. CONCRETE REFERENCE ELEVATION SET AT 100' -0" (MAIN FLOOR) = CIVIL (B) 3' - 0" x 3' - 0" x 1' - 0" (3) #5 EACH WAY BOTTOM ELEVATION 3109.30'. • FOR FOOTING SIZE AND REINFORCING REQUIREMENTS, SEE FOOTING SCHEDULE ON SLOPE DENOTES DIRECTION OF SLOPE IN CONCRETE SLAB C O 6 0 x 6 0 x 1 0" (7) #5 EACH WAY BOTTOM THIS SHEET. • CENTERLINE OF FOOTING SHALL COINCIDE WITH THE FOUNDATION WALL, PIER, AND COLUMN CENTERLINE UNLESS SHOWN OTHERWISE. • ANCHOR BOLTS ON PRE-ENGINEERED METAL BUILDING (PEMB) SHALL BE SIZED BY THE +F++ COLUMN AND / OR PIER SIZE, SEE PIER SCHEDULE ON SHEET (D) CONT x 6' - 0" x 1' - 0" SEE DETAILS SEE DETAILS ANCHORDENOTES • CAST -IN -PLACE FOUNDATION WALL REINFORCING SHALL BE CONTINUOUS BOLTS SHALL BE ASTM A36, AND SHALL HAVE A 3%2" MINIMUM DIMENSION FROM AROUND CORNERS. EXTERIOR FACE OF CONCRETE TO CENTERLINE OF BOLT AND SHALL BE SPACED NO SERIES S6.x. TIGHTERTHAN CENTER. PEMB DESIGN SHALL ACCOUNT THIS • ALL TOP OF PIER ELEVATIONS SHALL BE 100'-0" UNLESS NOTED REQUIREMENT (N/A REGARD TO JAMB COLUMNS). BIDDING WITH OPENING FOR TB1 DENOTES TIE BEAM, SEE PLAN & SCHEDULE TIE BEAM SCHEDULE OTHERWISE. PURPOSES, PROVIDE THE MINIMUM EMBEDMENT LENGTHS INDICATED BELOW FOR ALL • BACKFILL & COMPACT BOTH SIDES OF FOUNDATION WALLS ANCHORS. PRIOR TO FOUNDATION CONSTRUCTION FINAL BOLT EMBEDMENT SHALL BE MARK SIZE REINFORCING REMARKS VERIFIED AND/OR MODIFIED BY ALBERTSON ENGINEERING, INC. BASED UPON FINAL SIMULTANEOUSLY. SEALED DRAWINGS PROVIDED BY THE PEMB MANUFACTURER: TB1 8" x 20" (2) #8 CONT 6'-0" MIN LAP, SEE NOTE • SLAB ON GRADE CONTROL JOINTS SHALL BE TOOLED OR SAWCUT. THE ANCHOR DIAMETER EMBEDMENT NOTE: JOINT PATTERN SHALL BE APPROXIMATELY SQUARE AS SHOWN AND Y2" 12" LIMITED TO AN AREA NOT TO EXCEED 225S.F. (JOINTS TO BE CUT WITHIN 8 e HOURS OF POURING SLAB, MAXIMUM) /8" 18" %4" 24" • PROVIDE MECH REBAR SPLICES OR MIN LAP AS INDICATED. SPLICES TO BE STAGGERED. MAINTAIN MIN 2" CLEAR COVER AROUND MECH SPLICES. • FOR TYPICAL SLAB JOINTS, SEE SHEET SERIES S6.x. 7/8" 30" 1" 36" • SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN > 1" 42" SHEET IDENTIFICATION: LOCATIONS IN FLOOR SLABS. PROVIDE #4x36" DOWELS AT 24" ON CENTER ALONG ALL SLAB • ALL PIER AND FOOTING SIZES MUST BE VERIFIED BY ENGINEER OF RECORD BASED ON • CONSTRUCTION JOINTS. FINAL PEMB DRAWINGS PRIOR TO CASTING FOOTINGS AND PIERS. • • S 1 . 1 • SEE CIVIL DRAWINGS FOR EXTERIOR GRADES. • SEE SHEETSERIES S6.x FOR CONCRETE PIER SCHEDULE. FOR TYPICAL FOUNDATION RELATED DETAILS SEE SHEET SERIES S6.x, INCLUDING BUT TIE BEAM • • WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND NOT LIMITED TO TYPICAL PIPE CROSSING DETAIL, AND TYPICAL EQUIPMENT PAD THROUGH CONCRETE PIERS. DETAILS. 04 OF 08 1 2 3 4 Page 288 of 609 GENERAL SHEET NOTES CO CO yss ATOF 96'-0" ATOW 100'-0" L 6" 8'-0" // J Q 1 0 z u_ 0 S5.1 11 >- 1- 8'-6" - 4, 4" CONC SLAB ON GRADE W/ #4 @ 24"OC EACH WAY CENTERED 8" FND WALL ENLARGED ENTRY FOUNDATION PLAN 1 SCALE: Y4"=1'-0" 10" / 3'-6" / L h12x20.7 tOS VARIES C7x12.2 TOS 99'-11" p7x12.2 OS 99'-11" c9) 16 S5.2 9) TOA96 O/I/CA C12x20.7 TOS VARIES 19W4 1"x3/6" BAR GRATING TO GRATING 100'-0" C12x20.7 TOS 100'-4" ENLARGED ENTRY EXTERIOR STAIR FRAMING PLAN SCALE: 4'=1'-0" Erz, J ry z NOTE: ALL HSS TO HSS CONNECTIONS SHALL BE Y4" FILLET WELDS ALL AROUND, UNLESS OTHERWISE NOTED TRUSS BRG 108'-0" yss S A-54 P/E DROPCHORD GABLE i 2 ROOF TRUSS B. HSS 5x5xY4" TOS 107-10 2" 2x6 OUTLOOKERS @ 24"OC _HSS 5x5xY4"_ TOS 107-10 Y2" L� M N� s APA 4%0 SPAN RATED SHEATHING 32" THICK (%" NOMINAL) P/E ROOF TRUSS @ 24"OC 1 c) _HSS 5x5xY4". TOS 107'-10 Y2" 13 HSS 5x5xY4" TOS 107'-10 2" HSS5,, 5' ,, ENLARGED ENTRY ROOF FRAMING PLAN 2 SCALE: Y4"=1'-0" FOUNDATION PLAN NOTES • SEE SHEET S1.1 FOR FOUNDATION PLAN NOTES. ROOF FRAMING PLAN NOTES • SEE SHEET SO.1 FOR GENERAL STRUCTURAL NOTES. • VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE CONSTRUCTION COMMENCES. • ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF CONCRETE REFERENCE ELEVATION SET AT 100' -0" (MAIN FLOOR) = CIVIL ELEVATION 3109.30'. • ALL ADDITIONAL FRAMING MEMBERS REQUIRED TO TRANSFER LOADS FROM NON-STRUCTURAL ITEM TO PRIMARY STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. • ROOF FRAMING SHALL BE PRE-ENGINEERED WOOD ROOF TRUSSES @ 2'-0" OC, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER SHALL DESIGN AND DETAIL ALL TEMPORARY AND PERMANENT TRUSS BRACING IN ACCORDANCE WITH TPI RECOMMENDATIONS. • ROOF SHEATHING SHALL BE APA 40/20 SPAN RATED SHEATHING 1%2" THICK (%" NOMINAL). NAIL SHEATHING WITH 8d COMMON NAIL @ 6"OC AT EDGES (UNBLOCKED) AND 12"OC IN FIELD. EXTERIOR STAIR FRAMING PLAN NOTES • SEE SHEET SO.1 FOR GENERAL STRUCTURAL NOTES. • VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE CONSTRUCTION COMMENCES. • ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF CONCRETE REFERENCE ELEVATION SET AT 100' -0" (MAIN FLOOR) = CIVIL ELEVATION 3109.30'. • ALL CORNERS OF STAIR LANDINGS SHALL BE MITERED CORNERS WITH WELDED CONNECTIONS. • ALL COMBINED LANDING TO STRINGER MEMBER SPLICES SHALL BE FULL PENETRATION WELDS. • GRIND ALL WELDS SMOOTH • BAR GRATING SHALL BE 19W4 1"x%6" GALVANIZED BAR GRATING AND STAIR TREADS. • ALL STEEL FRAMING, BAR GRATING, TREADS AND CONNECTION HARDWARE EXPOSED TO EXTERIOR SHALL BE HOT DIP GALVANIZED. • SEE ARCHITECTURAL DRAWINGS FOR ALL STAIR RISE& RUN, GUARDRAILS, AND HANDRAIL INFORMATION. • I'%•� �IIIIIIuss j4 ni' •�••• AEG . Np •• l ♦` • i 6041 �� ••F C• � i DA !, •Z • •/' EPP • 7n v22 �1 • Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: SHEET LEGEND W10x22 DENOTES BEAM CALLOUT AND ELEVATION TOS XXX'-XX" DENOTES COLUMN AND / OR PIER SIZE, SEE PIER SCHEDULE ON SHEET SERIES S-6xx. ENLARGED ENTRY FOUNDATION & ROOF FRAMING PLAN AND EXTERIOR STAIR PLAN SHEET IDENTIFICATION: S2.1 DENOTES FOOTING, SEE PLAN & SCHEDULE 05 OF 08 1 2 3 4 Page 289 of 609 BRICK VENEER, SEE ARCH DWGS Y2" SHEATHING SEE ARCH DWGS EXT GRADE OR PAVING SEE CIVIL DWG'S 12" CONC WALL W/ #4 GRID 6" / 600S162-43 METAL STUDS @ 16"0C W/ 600T125-54 METAL TRACK ATTACH W/ HILTI XU-PAF @16"OC @ SIM PEMB WALL BY PEMB MFR Y2" ISOLATION JOINT CONC SLAB ON GRADE SEE PLAN & PLAN NOTES VERT REBAR @ 16" OC & #4 HORIZ REBAR @ 12" OC @ EACH FACE, PROVIDE CORNER BARS @ SIM 14" CONC WALL 2" CLR ATO FTG SEE PLAN re i 1 • ° ♦ • • ♦ I ° I . • . 4 i°• 1 X 2" CLR I' • ° Y2" ISOLATION JOINT W/ JOINT SEALANT 3Y4" 0x18" EPDXY COATED SMOOTH DOWEL @ 12" OC GREASE ONE END EXTERIOR GRADE OR PAVING, SEE CIVIL DWG'S TOC SEE PLAN VAPOR RETARDER SEE STRUCTURAL NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT FOUNDATION DETAIL SCALE: %4"=1'-0" 8" CONC WALL W/ #4 VERT REBAR @ 12" OC & #4 HORIZ REBAR @ 12" OC PROVIDE CORNER BARS Y2" ISOLATION JOINT & CAULK EXT GRADE OR PAVING SEE CIVIL DWG'S TO PAVING SEE CIVIL DWGSjr. #4 DOWEL@ 12"0C (30"x10" LLV) TO FTG SEE PLAN Co J U PEMB WALL BY PEMB MFR Y2" ISOLATION JOINT CONC SLAB ON GRADE SEE PLAN & PLAN NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR N V\Y A PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT /5\ FOUNDATION DETAIL �51 SCALE: %4"=1'-0" 1 • 1 ° PEMB WALL BEYOND d SLOPE FROM OH DOOR THRESHOLD (2) ADD'L HORIZ #4 REBAR EXTEND 36" PAST EDGE OF OPENING EACH SIDE CONC SLAB ON GRADE SEE PLAN & PLAN NOTES ♦ s•s•s•se •r:•t•, di ira•adtaositsitaf4411 ♦• • • • • �. 2 S5.1 #4 HOOK @ 12" OC (18"x18") 5" CONC SLAB W/ #4 HORIZ REBAR @ 12" OC EACH WAY CENTERED IN THE SLAB SLOPE • 3/4"0x18" EPDXY COATED SMOOTH DOWEL @ 12" OC GREASE ONE END d SEE PLAN 3/4" CLEAN ROCK OR SAND 8"x40" CONC WALL W/ (4) #4 HORIZ REBAR & #4 VERT REBAR @ 16" OC PROVIDE CORNER BARS 1VTO FTG SEE PLAN NOTE: STOOP SLAB CANNOT BE CAST PRIOR TO INTERIOR SLAB CURING FOR 28 DAYS (MIN.) FOUNDATION DETAIL • 1 _ • — Y2" ISOLATION JOINT BELOW SLAB & UP VERT EDGES OF SLAB RECESS ALSO AT EDGES OF OPENING AS SHOWN W/ HATCHED AREA (2) ADD'L HORIZ #4 REBAR EXTEND 36" PAST EDGE OF OPENING EACH SIDE CONC SLAB ON GRADE SEE PLAN & PLAN NOTES TOC SEE PLAN z, VAPOR RETARDER SEE STRUCTURAL NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT 12" CONC WALL W/ #4 VERT REBAR @ 16" OC & #4 HORIZ REBAR @ 12" OC @ EACH FACE, PROVIDE CORNER BARS @ SIM 8" CONC WALL RIGID INSULATION SEE ARCH DWG'S CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT #4 HOOK @ 12" OC (18"x18") SCALE: 4"=1'-0" Y2" ISOLATION JNT @ SIDES OF OPENING AS DENOTED W/ HATCHED AREA Y2" ISOLATION JOINT & CAULK EXT GRADE OR PAVING SEE CIVIL DWG'S TO PAVING 111}SEE CIVIL DWGSjr TO FTG IIVSEE PLAN /6FOUNDATION DETAIL TOC SEE PLAN 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT 8" CONC WALL W/ #4 VERT REBAR @ 16" OC & #4 HORIZ REBAR @ 12" OC PROVIDE CORNER BARS RIGID INSULATION SEE ARCH DWGS #4 DOWEL@ 12"0C (30"x10" LLV) CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT SCALE: 4"=1'-0" BRICK VENEER, SEE ARCH DWGS Y2" SHEATHING SEE ARCH DWGS EXT GRADE OR PAVING SEE CIVIL DWG'S CONC PIER SEE PLAN & PIER SCHEDULE CONTINUE HORIZ FND WALL REBAR THRU PIER 7 TO FTG SEE PLAN Y2" ISOLATION JOINT CONC SLAB ON GRADE SEE PLAN & PLAN NOTES TOC SEE PLAN 6" / PEMB WALL BY PEMB MFR TOC SEE PLAN CONC PIER SEE PLAN & PIER SCHEDULE CONTINUE HORIZ FND WALL REBAR THRU PIER %" ISOLATION JOINT & CAULK EXT GRADE OR PAVING SEE CIVIL DWG'S dikTO PAVING SEE CIVIL DWGSjr. diTO FTG SEE PLAN • s PEMB COL BY PEMB MFR, BASE PLATE & ANCHORS BY PEMB MFR Y2" ISOLATION JOINT ICONC SLAB ON GRADE SEE PLAN & PLAN NOTES • ° ° ° 4 ° 1• 1 ° I ° I I I dI 41 ° if' I a 1 --nth 4—= — ° • TOB SEE PLAN CONC TIE BEAM, SEE PLAN AND TIE BEAM SCHEDULE, PROVIDE STD HOOKS @ ENDS, HOOKS TO ENCOMPASS ANCHORS RIGID INSULATION SEE ARCH DWG'S CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR Co J 3� FOUNDATION DETAIL S5.1 PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT SCALE: %4"=1'-0" PEMB COL BY PEMB MFR, BASE PLATE & ANCHORS BY PEMB MFR • AAAAA FOUNDATION DETAIL HAIRPIN SEE PLAN, HOOK AROUND ANCHORS VAPOR RETARDER, SEE STRUCTURAL NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT S j. j / SCALE: %4"=1-0" SLOPE FROM OH DOOR THRESHOLD 3/4"0x18" EPDXY COATED SMOOTH DOWEL @ 12"0C GREASE ONE END EXTERIOR GRADE OR PAVING, SEE CIVIL DWG'S 0 oor GRID PEMB WALL BEYOND #4 HOOK @ 12" OC (18"x18") TOC IIVSEE PLAN 3"x3"xY4" PERIMETER GALVANIZED ANGLE W/ Y2" 0 HSA @ 12"0C NOTE: VERIFY FINAL PIT DIMENSIONS W/ MFR PRIOR TO CASTING PER MFR CONC SLAB ON GRADE SEE PLAN & PLAN NOTES LL w 2 w op Y2" ISOLATION JOINT & CAULK EXT GRADE OR PAVING SEE CIVIL DWG'S TO PAVING IIVSEE CIVIL DWGSjr (2) ADD'L HORIZ #4 REBAR EXTEND 36" PAST EDGE OF OPENING EACH SIDE A 1'-0" 4" CLEAN ROCK OR SAND 1L\ 1 TO FTG SEE PLAN • i 4 ° era • ° ° ° 41 '5 4 S5.1 CONC SLAB ON GRADE SEE PLAN & PLAN NOTES TOC SEE PLAN Y2" ISOLATION JNT @ SIDES OF OPENING AS DENOTED W/ HATCHED AREA 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT 8" CONC WALL W/ #4 VERT REBAR @ 16" OC & #4 HORIZ REBAR @ 12" OC PROVIDE CORNER BARS RIGID INSULATION SEE ARCH DWGS CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR J 0 co /8 FOUNDATION DETAIL SCALE: %4"=1-0" PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT #4 HORIZ REBAR @ 12" OC EA WAY SLOPE PER MFR 8" CONC WALL W/ #4 HORIZ REBAR @ 12" OC PROVIDE CORNER BARS • • • 9---=—=-5_1---- • #4 VERT Z-REBARW/ 8" HOOKS T&B @ 12" OC #4 HOOK (18"x18") 8" CONC WALL W/ #4 VERT REBAR@12"OC&#4 HORIZ REBAR @ 12" OC PROVIDE CORNER BARS FOUNDATION DETAIL SCALE: 4"=1'-0" TOC PEMB WALL BY PEMB MFR Y2" ISOLATION JOINT ICONC SLAB ON GRADE SEE PLAN & PLAN NOTES #4VERTS @ 18"0C )'" ISOLATION JOINT & CAULK EXT GRADE OR PAVING SEE CIVIL DWG'S TO PAVING SEE CIVIL DWGS #4 HORIZ REBAR @ 12"0C EA FACE TO FTG SEE PLAN • SEE PLAN 2" CLR 1'-6" ° -M=11-�_j—` ° ° // 2" CLR 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S (48"x22" LLV) CONT CONC FTG, SEE PLAN & FTG SCHEDULE IMPORTED — GRANULAR FILL PER V GEOTECH REPORT • 2" CLR Co J (3) #5 HORIZ REBAR EA WAY I FOUNDATION DETAIL PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT Ift Cep • • • • • • DAV EPP OMMISO Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: DETAILS SHEET IDENTIFICATION: S5.1 06 OF 08 2 3 4 Page 290 of 609 PEMB WALL BY PEMB MFR diTOC SEE PLAN CONC PIER SEE PLAN & PIER SCHEDULE CONTINUE HORIZ FND WALL REBAR THRU PIER Y2" ISOLATION JOINT EXT GRADE OR PAVING SEE CIVIL DWG'S PAVING oikTO SEE CIVIL DWGSjr. TO FTG SEE PLAN • P7 I° NOTE: SEE ALSO SECTION 9/S5.1 FOR ADD'L WALL AND FTG INFORMATION 2" ISOLATION JOINT CONC SLAB ON GRADE SEE PLAN & PLAN NOTES -- —��-- a ♦/, HAIRPIN SEE PLAN, HOOK AROUND ANCHORS 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S CONT CONC FTG, SEE PLAN & FTG SCHEDULE • • I 4I I el ' •J °L — — ` 4 (3) #5 HORIZ REBAR \ /\� #5 HORIZ @ 12"0C EA WAY FOUNDATION DETAIL • 4 v 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT SCALE: /4"=1'-0" NOTE: PROVIDE 4" CAP PLATE ON COL AND ALL HSS TO HSS CONNECTIONS SHALL BE Y4" FILLET WELDS ALL AROUND, UNLESS OTHERWISE NOTED 2x BLOCKING BETWEEN EVERY OTHER TRUSS SPACE, TOENAIL TO TOP PLATE W/ 16d NAILS @ 6" OC 8d NAILS @ 6" OC 2x FASCIA, SEE PLAN FASTEN TO EACH OUTLOOKER W/ (3) 16d NAILS SEE ARCH DWG'S Y2" SHEATHING SEE ARCH DWGS /11 FRAMING DETAIL \5.2 SCALE: /4"=1'-0" APA 40/20 SPAN RATED SHEATHING 19/2" THICK (%' NOMINAL) SEE PLAN 12 TRUSS BRGAL SEE PLAN P/E ROOF TRUSS \ SEE PLAN SIMPSON H3 CLIP @ EACH TRUSS 2x PLATE ATTACH TO HSS BM W/ HILTI XU-PAF @ 16"0C HSS BEAM, SEE PLAN & NOTE 600S162-43 METAL STUDS @ 16"0C W/ 600T125-54 METAL TOP TRACK ATTACH W/ HILTI XU-PAF @16"OC BRICK VENEER, SEE ARCH DWGS Y2" SHEATHING SEE ARCH DWGS EMBED PLATE, SEE PLAN THIS DETAIL EXT GRADE OR PAVING SEE CIVIL DWG'S 12" CONC WALL W/ #4 6" HSS COL SEE PLAN 1/4 V Y2" ISOLATION JOINT CONC SLAB ON GRADE SEE PLAN & PLAN NOTES VERT REBAR @ 16" OC & #4 HORIZ REBAR @ 12" OC @ EACH FACE, PROVIDE CORNER BARS TO FTG SEE PLAN 6" • ° 1 1 1 1 ° TOC SEE PLAN VAPOR RETARDER SEE STRUCTURAL NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S CONT CONC FTG, SEE PLAN & FTG SCHEDULE 2" CLR • 4 L� PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT FOUNDATION DETAIL 12" 8 2"x8 2"x2" EMBED PLATE W/ (3) 2" O DBA ANCHORS (16" MIN EMBED) © (2) LOCATIONS EXTERIOR CORNERS 11"x6"xY2" EMBED PLATE W/ (3) 2" O DBA ANCHORS (16" MIN EMBED) (2) LOCATIONS NEXT TO PEMB BUILDING S� 2 SCALE: %4"=1-0" NOTE: SEE ARCH DWGS FOR STAIR RAILING, RISE, RUN AND ADD'L STAIR INFORMATION CHANNEL, SEE PLAN 19W4 1 "x/6" BAR GRATE TREADS WITH SOLID ENDS TO BOLT TO CHANNEL TOP SEE PLAN - 16"0 x4'-0" CONC DRILLED PIER, PROVIDE (5) #5 VERT REBAR & #4 TIES @ 12"0C 13 STAIR DETAIL CHANNEL, SEE PLAN PROVIDE FULL PENETRATION WELDS @ MITERED CORNERS 19W4 1 "x/6" BAR GRATING 3"x3"xY4" BRG ANGLE 2-12 HSS COL, SEE PLAN PROVIDE Y2" CAP PLATE & 10"x10"x%4" BASEPLATE W/ (4) Y4" 0 THRD ROD ANCHOR BOLTS, DOUBLE NUT TOP AND BOT (12" MIN EMBED) .STOP 16"0 x4'-0" CONC DRILLED PIER, PROVIDE (5) #5 VERT REBAR & #4 TIES @ 12"0C 19W4 1 "x/6" BAR GRATING SCALE: %4"=1-0" CHANNEL, SEE PLAN ATTACH TO CONC W/ Y$"Ox5"SIMPSON TITEN HD SCREW ANCHORS @ 16"0C /14 \5. 2 2x BLOCKING BETWEEN EACH OUTLOOKER OUTLOOKER, SEE PLAN TOENAIL TO GABLE END TRUSS W/ (2) 16d NAILS 2x FASCIA, SEE PLAN FASTEN TO EACH OUTLOOKER W/ (3) 16d NAILS SIMPSON LUS24 FACE MOUNT HANGER @ EACH OUTLOOKER 8d NAILS @ 6" OC SIMPSON SDWC15600 SCREW (2) PER SEE ARCH DWG'S BLOCKING PIECE P/E DROP CHORD GABLE END TRUSS SEE PLAN HSS BEAM, SEE PLAN & NOTE 2" SHEATHING SEE ARCH DWGS FRAMING DETAIL NOTE: PROVIDE 4" CAP PLATE ON COL AND ALL HSS TO HSS CONNECTIONS SHALL BE Y4" FILLET WELDS ALL AROUND, UNLESS OTHERWISE NOTED EL\ P/E ROOF TRUSS SEE PLAN TYP APA 40/20 SPAN RATED SHEATHING 1%2" THICK (%' NOMINAL) (6) 8d NAILS INTO EA BLOCKING (2) 2x6 BLOCKING BETWEEN TRUSSES ALIGNED WITH EA BRACE 2x6 DIAGONAL BRACE CTRUSS BRG SEE PLAN SIMPSON GBC CONNECTOR @ EACH DIAGONAL BRACE (2 PER BRACE) 2x PLATE ATTACH TO HSS BM W/ HILTI XU-PAF @ 16"0C 600S162-43 METAL STUDS @ 16"0C W/ 600T125-54 METAL TOP TRACK ATTACH W/ HILTI XU-PAF @16"OC \j/ SCALE: 4"=1'-0" STAIR DETAIL NOTE: SEE ARCH DWGS FOR STAIR RAILING, RISE, RUN AND ADD'L STAIR INFORMATION CHANNEL, SEE PLAN 19W4 1 "x/6" BAR GRATE TREADS WITH SOLID ENDS TO BOLT TO CHANNEL Y4" ENDPLATE 16"0 x4'-0" CONC DRILLED PIER, PROVIDE (5) #5 VERT REBAR & #4 TIES © 12"0C SCALE: 4"=1'-0" NOTE: PROVIDE 4" CAP PLATE ON COL AND ALL HSS TO HSS CONNECTIONS SHALL BE Y4" FILLET WELDS ALL AROUND, UNLESS OTHERWISE NOTED PEMB WALL BY PEMB MFR APA 40/20 SPAN RATED SHEATHING 1%2" THICK (Y$" NOMINAL) 16d TOENAILS @6"OC TRUSS BRG P/E ROOF TRUSS SEE PLAN$ SEE PLAN TYP 2x PLATE ATTACH TO HSS BM W/ HILTI XU-PAF @ 16"0C HSS BEAM, SEE PLAN & NOTE FRAMING DETAIL S� 2 SCALE: %4"=1 -0" NOTE: SEE ARCH DWGS FOR STAIR RAILING, RISE, RUN AND ADD'L STAIR INFORMATION CHANNEL, SEE PLAN 19W4 1 "x/6" BAR GRATING PEMB WALL BEYOND Y2" ISOLATION JOINT ICONC SLAB ON GRADE SEE PLAN & PLAN NOTES 1�4 3"x3"x4" BRG ANGLE HSS COL, SEE PLAN PROVIDE Y2" CAP PLATE & 10"x10"x%4" BASEPLATE W/ (4) Y4" 0 THRD ROD ANCHOR BOLTS, DOUBLE NUT TOP AND BOT (12" MIN EMBED) TOP SEE PLAN 115 STAIR DETAIL 1/4 2-12 2-12 1/4 CHANNEL, SEE PLAN ATTACH TO CONC W/ 5/"0 x 5" SIMPSON TITEN HD SCREW ANCHORS @ 16"0C EXT GRADE OR PAVING SEE CIVIL DWG'S 16" O x4'-0" CONC DRILLED PIER, PROVIDE (5) #5 VERT REBAR & #4 TIES @ 12"0C 41 I4 1 -1 1 4 TOC SEE PLAN VAPOR RETARDER // SEE STRUCTURAL NOTES 6" SELECT GRANULAR FILL PER THE GEOTECHNICAL REPORT RIGID INSULATION SEE ARCH DWG'S 8" CONC WALL W/ #4 VERT REBAR @ 12" OC & #4 HORIZ REBAR © 12" OC PROVIDE CORNER BARS SCALE: %4"=1-0" (4,• • DAV • • •`'EPPJE 11-N D ' i•• •••••••• 7/1 1 /22 Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: DETAILS SHEET IDENTIFICATION: S5.2 07 OF 08 1 2 3 4 Page 291 of 609 NOTE: SEE MECH DWG'S FOR THRUST BLOCK AND DEPTH REQUIREMENTS CONT CONC FTG SEE PLAN & SCHEDULE 4 a 4 BELOW FTG PIPE SEE MECH DWGS r TYP FTG - UTILITY PIPE BLW 1 SCALE: %4"=1-0" a 1- J 5 "L" INDICATES SPLICE LENGTH PER REBAR SPLICE SCHEDULE CORNER BARS, MATCH SIZE & SPACING OF HORIZ REINF 2ND CORNER BAR, "L" LONG PLUS STD HOOK TOC SEE PLAN COMPACTED SUBGRADE FLOWABLE CONC FILL WIDTH TO BE EQUAL TO FTG WIDTH PLUS 2x THE PIPE BURY DEPTH - i - T L I I I I 11 1I 11 11 JI IL 1 1 1 I 11 11 -tat FTG STEP LOCATION, SEE PLAN CONCRETE FOUNDATION WALL (NOT SHOWN) diTOF SEE PLAN /vA CONC FTG, SEE PLAN & SCHEDULE 2 WALL REINF, TYP INTERIOR WALL OR BEAM TYP FTG STEP TOF SEE PLAN #5 REBAR, MATCH NUMBER OF LONG BAR IN UPPER FTG PREPARE FOOTING SUBGRADE AS PER THE GEOTECHNICAL REPORT SCALE: %4"=1'-0" CORNER BARS, "L" LONG PLUS STD HOOK MATCH REINF SIZE & SPACING i CONC WALL W/ (2) LAYERS OF HORIZ REINFORCING "L" INDICATES SPLICE LENGTH PER REBAR SPLICE SCHEDULE CORNER BARS, MATCH SIZE & SPACING OF HORIZ REINF 1 411 I 11 11 II I JI J WALL REINF, TYP INTERIOR WALL OR BEAM CORNER BARS, "L" LONG PLUS STD HOOK MATCH REINF SIZE & SPACING CONC WALL W/ (1) LAYER OF HORIZ REINFORCING TYP CIPC WALL CORNER BAR SCALE: %4"=1-0" NOTE: CONTACT ENGINEER FOR ALL OPNGS GREATER THAN 12"x12" IN FND WALL TOW SEE PLAN PROVIDE ADDL #5 x48" DIAGONAL REBAR EA CORNER OF OPNG & EA FACE OF WALL NiTOF SEE PLAN 2'-0" MIN 1'-0" MAX 2'-0" MIN 1 ♦I 1 z 9 ♦` , 1 1,, /I I , ♦♦ I / , • • I I• 1 ^ 1 I ♦ 1 1 I • 1 1 1 1 I CONC FND WALL PROVIDE ADDL #5 REBAR EA SIDE OF OPNG, EA FACE OF WALL z 2 FOR OPNGS LESS THAN 6"x6", NO ADDL REINF IS REQD (PROVIDE MIN DIMS SHOWN) 7 CONC FTG, SEE PLAN & FTG SCHEDULE �WY vY %im/�A///yx/iyx/vy/%���V%// / PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT z • 1/2"0x18" SMOOTH DOWEL GREASE HALF OF BAR NOTE: 1. SEE MECH & ELEC DWGS FOR PADS REQUIRED 2. OBTAIN APPROVAL OF ENGINEER PRIOR TO PLACING PADS THICKER THAN 4" ON ELEVATED SLABS PAD SIZE BASED ON EQUIP ACTUALLY FURNISHED U N 2" CLR SLAB -ON -GRADE OR ELEVATED CONC SLAB L 4" CONC SLAB W/ #3 REBAR @ 18" OC EA WAY (CENTERED IN THE SLAB), TYP UNO REFER TO EQUIP SHOP DWGS FOR SIZE, LOCATION & PROJECTION OF EQUIP ANCHOR BOLTS o�„1 TYP CIPC EQUIP PAD -INTERIOR SCALE: /"=1'-0" SCALE: /"=1'-0" %6" SAWCUT JOINT & SEAL PER PLAN NOTES & SPECIFICATIONS MIN SLAB REINF, SEE PLAN & EXTEND REINF THROUGH JOINT TYP CONTROL JOINT (CJ) TOOLED JOINT W/ SEALANT SLAB REINF, SEE PLAN & HOLD REINF BACK 2" FROM JOINT TYP CONSTRUCTION JOINT NOTES: 1. ALL JOINTS TERMINATING A POUR SHALL BE FORMED CONSTRUCTION JOINTS EXCEPT AT WALLS & COLUMNS, THESE ARE ISOLATION JOINTS. 2. CONTROL JOINTS SHALL BE CUT WITH AN EARLY ENTRY SAW (SOFF—CUT OR SIMILAR). 3. TIME SAW CUTTING OPERATION TO PRECLUDE SHRINKAGE, CRACKING AND DISLODGING OF AGGREGATE FROM THE JOINT. CONTROL JOINTS SHOULD BE CUT WITHIN 8 HOURS OF SLAB PLACEMENT UNLESS IN THE UNUSUAL EVENT THAT AGGREGATE IS NOTICEABLY DISLODGING FROM THE JOINT. IN THIS SPECIAL CASE, TIME TO SAW CUT CAN BE EXTENDED TO NO MORE THAN 12 HOURS FROM SLAB PLACEMENT. /6 TYP CIPC SOB JOINTS SCALE: %4"=1' 0" TOW RAILING, SEE ARCH & CIVIL DWGS 4" MIN ALL SIDES EDGE OF EQUIPMENT PROVIDE 4" MIN CLEARANCE / / / / / / #6 HAIRPIN DETAIL 4 SCALE: %"=1'-0" CONC PIER SCHEDULE REINFORCING SIZE VERT TIES REMARKS 16"x16" (4) #6 #4 @ 12" OC TYPE A 16"x20" (4) #6 #4 @ 12" OC TYPE A 16"x22" (6) #6 #4 @ 12" OC TYPE B 18"x24" (8) #6 #4 @ 12" OC & CROSS TIE TYPE C 20"x32" (10) #6 (2&) #4CRO@SS 12" OTIEC TYPE D 28"x32" (12) #7 (3) #4 @ 12" OC TYPE E 28"x38" (12) #7 (3) #4 @ 12" OC TYPE E 32"x36" (12) #7 (3) #4 @ 12" OC TYPE F ADDITIONAL REMARKS: 1. PROVIDE (3) TIES WITHIN TOP 5" OF CONCRETE PIERS THAT RECEIVE THREADED ROD ANCHOR BOLTS. 2. CONTINUE HORIZONTAL WALL REINFORCING THROUGH PIER. 3. PROVIDE CORNER BARS AT CORNERS. EXT GRADE OR PAVING SEE CIVIL DWG'S SEE CIVIL DWGS #6 VERTS @ 12"0C #4 HORIZ REBAR @ 12"0C 2" WEEP @ 10'-0"0C %2" ISOLATION JOINT & CAULK EXT PAVING SEE CIVIL DWG'S TO PAVING SEE CIVIL DWGS TO FTG l'ISEE PLAN / 1'-6" •� 2" CLR 2'-10" o 4 • • 4 1 I I Ti #6 DOWEL@ 12"OC (48"x22" LLV) J 0 4 7j/\Y \/j (3) #5 HORIZ REBAR/\\ \\/y #5 HORIZ @ 12"OC EA WAY / IMPORTED — GRANULAR FILL PER GEOTECH REPORT _1 / 2" CLR PREPARE SLAB & FTG SUBGRADE AS PER THE GEOTECHNICAL REPORT EXTERIOR WALL EXTERIOR GRADE OR PAVING, SEE ARCH DWGS IN -SITE MTERIAL BACKHILL PER GEOTECHNICAL REPORT VA/ / /VA/ / VA/ VA/\\< • SITE EXCAVATION SLOPE & LIMITS PER OSHA BASED ON IN -SITU SOIL TYPES 4" PERFORATED PVC DRAIN TILE, SEE CIVIL DWGS & GEOTECHNICAL REPORT FOR DRAIN TILE REQUIREMENTS 4'-0" MIN PER GEOTECH SLOPE PIER TYPE A 4 1 1 14 I \/��/��/��/' III 111ll11 111 11 4 Q 4 14 ia 14 4 4 4 4 4 4 REBAR SCHEDULE SPLICE REBAR SIZE SPLICE IN CONCRETE HORIZ BAR VERT BAR #3 18" 14" #4 24" 28" #5 30" 24" #6 36" 28" #7 56" 44" #8 70" 54" #9 88" 68" je 1 '-0" TYP F— • • I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 PIER TYPE C —0— 1 1 1 1 1 1 PIER TYPE C PIER TYPE E —0- 11 y 1 1 IIL—r--'1—it IL— —� y PIER TYPE D NOTE: SEE GEOTECHNICAL REPORT FOR ALL FOOTING AND SLAB SUBGRADE PREPARATION REQUIREMENTS CONC SLAB -ON -GRADE, SEE PLAN 4 4144444.10 .4 I I • ---- N--- PIER TYPE F 44 • a � TOF EE PLANS CONCRETE FND WALL & FTG GRANULAR ENGINEERED FILL MATERIAL PER THE GEOTECHNICAL REPORT 4'-0" MIN PER GEOTECH \ { \\:\•\•• / • 4'-0" MIN AT FLR SLABS TOC SEE PLAN , I'%% �IIIIIIuss j4 `4 ��••• AEG. NG ••l �` • • • 6041 • • • • • • • •Z DA :z EPP Albertson Engineering Inc. 3202 W. MAIN, SUITE C RAPID CITY, SD 57702 605.343.9606 CONSULTANT PROJECT IDEN: MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA ISSUE BLOCK: NO ISSUE TYPE ISSUE DATE MANAGEMENT: PROJECT NO: 22-096 DRAWN BY: JRK CHECKED BY: DEL SHEET TITLE: SHEET IDENTIFICATION: TYP OPENING IN FOUNDATION WALL 8) STCYA LPE y4R.70,AHNING WALL DETAIL 9 TYP EXT WALL STRUCTURAL FILL LIMITS OF 2 3 4 Page 292 of 609 31 E. LONE ST. RD. WARP DR. T-90N LAM ST E. LAKE ST. T-89N RAIL WY. 'nH 33SH3n31 VICINITY MAP NOT TO SCALE (WATERLOO CORPORATE LIMITS) • PROJECT LOCATION 1-35 Ames Des Moines Council Bluffs Mason City MAGNUM TRUCKING Waterloo Marshalltown 32 WATERLOO MUNICIPAL AIRPORT Dubuque Cedar Rapids 1-80 Burlington LOCATION MAP Daeenpod MAGNUM TRUCKING WATERLOO, IOWA -2023- WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2023 EDITION (SUDAS) AND THE CITY OF WATERLOO STANDARD SPECIFICATIONS Clapsaddle-Garber Associates, Inc 16 East Main Street, P.O. Box 754 Marshalltown, Iowa 50158 Phone 641-752-6701 www.cgaconsultants.com SHEET NO. C.100 C.101 C.110 C.200 C.210 C.300 C.301 C.310 C.400 C.500 - C.502 INDEX OF SHEETS DESCRIPTION TITLE SHEET SYMBOLS, LEGEND AND GENERAL INFORMATION EXISTING CONDITIONS & REMOVALS OVERALL LAYOUT PLAN FUTURE BUILDING EXPANSION LAYOUT PLAN OVERALL GRADING PLAN CURRENT SITE AND FUTURE DEVELOPMENT GRADING STORM WATER PREVENTION AND POLLUTION PLAN LANDSCAPING PLAN TYPICAL DETAILS REVIEW PLAN SET: 02-21-2023 I hereby certify that this engineering document 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. Pages or sheets covered by this seal: CGA PROJECT NO. 5886 SHEET C.100 Page 293 of 609 SPH SPV 0000 LEGEND EXISTING it- 00MI®(i'jC2) ( LP SIGN EVERGREEN TREE DECIDUOUS TREE FRUIT TREE 5B SHRUBS(BUSHES) TREE LINE STUMP SWAMP CEMETERY GRAVE CAVE SINK HOLE WELL WINDMILL CISTERN SEPTIC TANK LP GAS TANK UNDERGROUND STORAGE TANK SATELLITE DISH SIGN (TYPE AS NOTED) FLAGPOLE • SOIL BORING MONITORING WELL ® PARKING METER MAILBOX O e POST ® ® BOLLARD SPRINKLER HEAD SPRINKLER HEAD VALVE GUARDRAIL (BEAM OR CABLE) FENCE TILE OUTLET DRAINAGE WAY EDGE OF WATER n--a--a—a— SILT FENCE CONTOUR LINE X PROPOSED 41) —0-0— SPOT ELEVATION BUILDING 1-800-292-8989 www.iowaonecall.com EXISTING W (`) Ext R FDC PIv San(*) St (*) PROPOSED W A w FDC PTV WATERLINE WATER VALVE FIRE HYDRANT WATER METER CURB STOP YARD HYDRANT FIRE DEPT. CONNECTION POST INDICATOR VALVE SANITARY SEWER LINE STORM SEWER LINE DT ---- ---- DT ---- DRAIN TILE SD API OH E (') FO(*) T(`) 6 - SD ---- SUBDRAIN OMANHOLE © CLEANOUT INTAKE BEEHIVE INTAKE • ROOF DRAIN • ROOF DRAIN (SURFACE) • ROOF DRAIN (UNDERGROUND) G GAS LINE ►4 GAS VALVE © GAS METER ICI OH E— OVERHEAD ELECTRICAL LINE E BURIED ELECTRICAL LINE • POWER POLE ® ELECTRICAL METER ELECTRICAL HIGHLINE TOWER - TRAFFIC SIGNAL STREET LIGHT j - LUMINAIRE • ELECTRICAL BOX/TRANSFORMER FO• FIBER OPTICS LINE ® FIBER OPTICS BOX FO FIBER PEDESTAL T TELEPHONE LINE • TELEPHONE POLE • TELEPHONE PEDESTAL ▪ TELEPHONE BOX © CABLE TELEVISION LINE N ---- TELEVISION PEDESTAL ❑1w TELEVISION BOX ▪ AIR CONDITIONER EXISTING PROPOSED ■ • • ABBREVIATIONS PCC ACC STM INT INT-MH STCO FES STP STFM SMH SACO SAP SAFM FH YH WV CS PIV FDC RCP CMP HDPE PVC DI CP BM SB MW PM SH GV GM PP EM TS LP EB FB TB TP CB AC CBU - - — SECTION/R.O.W. LINE BOUNDARY LINE PROPERTY LINE — — — EASEMENT LINE SETBACK LINE ▪ R.O.W. RAIL OR LOT CORNER ❑� CONCRETE MONUMENT A GOVERNMENT CORNER MONUMENT PARCEL OR LOT CORNER MONUMENT TEMP. CONSTRUCTION EASEMENT CORNER SURVEY CONTROL POINT PORTLAND CEMENT CONCRETE ASPHALT CEMENT CONCRETE STORM SEWER MANHOLE STORM SEWER INTAKE STORM SEWER INTAKE WITH MANHOLE STORM SEWER CLEANOUT STORM SEWER FLARED END SECTION STORM SEWER PIPE STORM SEWER FORCE MAIN SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN FIRE HYDRANT ASSEMBLY YARD HYDRANT ASSEMBLY WATER VALVE CURB STOP POST INDICATOR VALVE FIRE DEPT. CONNECTION REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE HIGH -DENSITY POLYETHYLENE PIPE POLYVINYL CHLORIDE PIPE DUCTILE IRON PIPE SURVEY CONTROL POINT SURVEY BENCHMARK SOIL BORING MONITORING WELL PARKING METER SPRINKLER HEAD GAS VALVE GAS METER POWER POLE ELECTRIC METER TRAFFIC SIGNAL LIGHT POLE/STREET LIGHT ELECTRICAL BOX/TRANSFORMER FIBER OPTICS BOX/PEDESTAL TELEPHONE BOX/PEDESTAL TELEPHONE POLE CABLE/TELEVISION BOX AIR CONDITIONER UNIT CLUSTER MAILBOX UNIT CONTROL POINTS: IOWA REGIONAL COORDINATE SYSTEM ZONE 5 NAD83(2011)(EPOCH 2010) IARTN DERIVED -US SURVEY FEET. IOWA NORTH COORDS GEOID 12B NUMBER NORTHING EASTING ELEV. 100 3666072.563 5213218.19 870.043 101 3666122.956 5213168.174 870.329 104 3667491.03 5213262.344 870.247 107 3672798.892 5213135.229 875.893 PROPOSED USE WAREHOUSE PROPERTY ADDRESS: LOT 5 TRACT "B" WATERLOO AIR AND RAIL PARK 1ST ADD. WARP DR. WATERLOO, IA50701 OWNER OF RECORD: MAGNUM LTD. 3000 7TH AVE N. FARGO, NORTH DAKOTA58103 SITE PLAN PREPARED BY: PROJECT MANAGER: ADAM DATERS CLAPSADDLE-GARBER ASSOCIATES, INC 16 EAST MAIN STREET MARSHALLTOWN, IOWA 50158 PH 641-752-6701 W W W.CGACONSULTANTS.COM DATE OF PREPARATION: 02-16-23 FIELD WORK COMPLETED: 12-08-22 NOTES: DESCRIPTION 1/21 N IP YLW CAP #8505 1/21 N IP YLW CAP #8505 2" DISC#8505 5\8 IP 1. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY. 3. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (") HAVE BEEN LOCATED PER THE FOLLOWING ASCE STANDARD GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA' : (A) - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B) -INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C) -INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D)- INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. UTILITY COMPANIES THE FOLLOWING UTILITIES ARE PRESENT ON THIS PROJECT CENTURYLINK TOM STURMER 720-578-8090 MEDIACOM BRIAN KADNER 845-867-0932 MIDAMERICAN (ELECTRIC) LUKE JOHNSON 319-291-4676 MIDAMERICAN (GAS) MOLLY BROUWER 319-291-4737 WATERLOO WATER WORKS CHAD COON 319-232-6280 CITY OF WATERLOO ENGINEERING JAMIE KNUTSON 319-291-4512 NOTE: TYPICAL DEPTH OF COVER ON WATERMAIN PIPE IN WATERLOO IS 6 FT. UNDERGROUND STRUCTURES, FACILITIES, AND UTILITIES HAVE BEEN PLATTED FROM AVAILABLE SURVEYS, RECORDS AND DEEDS. THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DRAWN: ---- CHECKED: -- APPROVED: -- DATE -- DATE -- MAGNUM TRUCKING WATERLOO, IOWA SYMBOLS, LEGEND, AND GENERAL INFORMATION PROJECT NO. 5886 SHEET NO. C.101 Page 294 of 609 ting Conditions.dwg - C.110 EXISTING CONDITIONS 7 7 EXISTING HYDRANT W(D) — — — so (D) — — So.)o) SD LOT 3 W(D LOT 4 EXISTING 8" DIP WATER MAIN 7 7 7 W(D)22',— — — — W(n) s1°' �\ _869 / \ 7 EXISTING 12"TRUSS I SANITARY SEWER a( ro LD) Ij II SD 8, 7 — \ / --- —_.., \ / 7 L 7 7 7 / 7 / 7 / / 7 \ \ \ \ 7 / \--7 lm 1 REMORE 205 S.F. OF /1 — CURB AND CUTTER FOR EXISTING HYDRANT EX STING FUTURE DRIVEWAY. _ — HYDRANT 24^ CONCRETE �� APRON '�'/ FL EL: 866.195 J — EXISTING INTAKE —RIM EL: 870.13 \ 7 \ / \ 7 / \_ — .A4Y 7 m LOT 5 / W(0) W(D) 1 �mO smrt0) W(0)---- w(0)— - --- — S. two _870 • —870--- / SETBACK LINE / 7 i / 7 EXISTING HYDRANT— / RELOCATEDTOBE 7 / W(D)— W(D) a> o� 81.5" s S.IDl 0e Om(D) aan� 7 SD SD CP #7000 — So T � EXISTING SUBDRAIN SD SD EXISTiNG-L" RCP STORM SEWER SD SW(D) EXISTING INTAKE_ RIM EL: 870.12 SD W(D) — —v W(o) D— SO WARP DR. san 1 as — SO SD W(o)---- WO)—r— —W(0 WtD1' en---- �— -- r — SD --L EXISTING 12"TRUSS _ — — _ SANITARY SEWER B>a. smror� 3.0) a���b — — ——SIS(D)/ / EXISTING SAN MH RIM EL: 870.09 SD SD — r SD SD 1s(o) — — — — -ts(o) 1 �/ 1 1 10 / = REMORE 205 S.F. OF r CURB AND CUTTER FOR - FUTURE DRIVEWAY. I— — — W(D)— SD Sn (D)— SD sni 81.5' tSp 76(D) 3 (D) EXISTNG 24" RCP STORM SEWER EXISTING INTAKE RIM EL: 870.56 — — W(D) 3 (D) SO W(0)— — —SD SD 5t5(0) S6(oj —EXISTING INTAKE -RIM EL: 870.55 Sai( / — 871— / EXISTING 8" DIP WATER MAIN EXISTING SAN MH RIM EL: 869.54 7 / 7 LOT 7 \\ 7 7 7 — W(0) — —w(o) W(D)— SO w —2SD- EXISTING HYDRANT 1 CP#7001 SD 50— -- SDLSD I sx(D)I SW(D) ---sW 1 \- — —sWf01— H I ▪ � ] EXISTING SAN MH EXISTING ST MH RIM EL: 868.45 RIM EL: 869.27 ,EXISTING GRAPHIC SCALE 0 30' 60' 90' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: ---- DATE. ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA EXISTING CONDITIONS & REMOVALS PROJECT NO. 5886 SHEET NO. C.110 Page 295 of 609 GENERAL UTILITY NOTES: 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. ALL SITE UTILITIES SHALL BE BROUGHT WITHIN 5' OF THE BUILDING TO CONNECT TO PLUMBING CONTRACTORS WORK 3. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES. 4. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. TRAFFIC CONTROL NOTES 1. ALL TRAFFIC CONTROL DEVICES & BARRIERS SHALL BE FURNISHED, ERECTED, MAINTAINED, & REMOVED BY THE CONTRACTOR. 2. ACCESS TO NEIGHBORING BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. 3. ALL UTILITY WORK WITHIN THE PUBLIC R.O.W. SHALL CONFORM TO THE CITY OF WATERLOO STANDARDS & THE CURRENT ADDITION OF THE MUTCD. 4. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ALONG WARP DRIVE. 5. THE CONTRACTOR SHALL USE CARE WHEN WORKING UNDER/OVER/AROUND ELECTRICAL LINES. GENERAL LAYOUT NOTES: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 3. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED & MULCHED UNLESS OTHERWISE NOTED IN PLANS. 4. ANY DAMAGE TO THE PAVEMENT NOT SHOWN FOR REMOVAL ON THE PLANS DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT. 5. ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. CONSTRUCTION DETAILS 6" PCC PAVEMENT SECTION 4" PCC SIDEWALK SECTION I@ 12" AGGREGATE SECTION WITH FABRIC 12" REINFORCED CC PAVEMENT SECTION Eh 6" STANDARD CURB & GUTTER 6" STANDARD PCC CURB WITH CLASS A SIDEWALK CONCRETE DRIVEWAY, TYPE B WITH RADII PARALLEL CURB RAMP FOR CLASS A SIDEWALK SIDEWALK DROP CURB CURB RUNOUT FOR ALL CURBS CURB CUT DETAIL INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING RIP -RAP FLUME AT CURB CUT CONSTRUCTION NOTES: INSTALL 2" DOMESTIC WATER SERVICE TO EXISTING 8" DIP WATER MAIN PER CITY OF WATERLOO SPECIFICATIONS. INSTALL 4" SANITARY SEWER SERVICE. SLOPE MUST BE 1% OR GREATER ® TWENTY NINE (29) 10 'X 20' PARKING STALLS PROVIDED. ® TWO (2) 13' X 20' ADA COMPLIANT HANDICAP STALLS PROVIDED. ®FENCE TO BE INSTALLED 1 FT INSIDE OF ADJACENT PROPERTY LINES. UNLESS OTHERWISE NOTED. PROPOSED CANTILEVER SLIDE GATE W(o)— So 5D EXISTING SUBDRAIN W(D) — — 41.50' EXISTING 15" RCP STORM SEWER E SNG HYDRANT 438.10' PROPOSED PEDESTRIAN GATE EXISTING 24" CONCRETE_ 0 APRON FL EL: 866.195 EXISTING INTAKE RIM EL: 870.13 s1s(o) EXISTING INTAKE RIM EL: 870.12 544.85' 0) OHO C2 0 0 0 0 �O_ O_ O CO N PROPOSED CONC. STOOP 10' EXISTING SAN MH RIM EL: 870.09 PROPOSED PEDESTRIAN GATE 5' 211.25' EXISTING HYDRANT— TO BE RELOCATED W(0)---- W(D)—r---W(D So EXISTING 12'' TRUSS WARP DRIVE SANITARY SEWER sts(D) sts(D) - lS(D) 41.50' StS( StS(D) EXISTNG 24" RCP STORM SEWER 101.81' PROPOSED CHAIN LINK FENCE PROPOSED CANTILEVER SLIDE GATE I } EXISTING INTAKE Tp RIM EL: 870.56 a sr6(D) EXISTING INTAKE RIM EL: 870.55 45' ACCESS EASEMENT /7- FOR BENEFIT OF LOT 6 W(0)— — — — W(D)— So SD CP 7 1— sD1 —s EXISTING ST MH RIM EL: 869.27 L0 EXISTING 8" DIP WATER MAIN EXISTING SAN MH RIM EL: 869.54 eae i--- (D)---- 001 — —sal) — —I� —sm(D) — — _ — —sw 5D sts(D) GRAPHIC SCALE 0 30' 60' 90' N0. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacansultants.com DATE -- DATE -- CHECKED: ---- DATE. ---- APPROVED: -- DATE. ---- DESIGNED: ---- DRAWN: ---- MAGNUM TRUCKING WATERLOO, IOWA OVERALL LAYOUT PROJECT N0. 5886 SHEET N0. C.200 Page 296 of 609 1 0 I 5 I r E LOT 3 LOT 4 EXISTING 8' DIP COSTING WATER MAIN HYDRANT mrAm 145.80' -4 0 75.00' FUTURE EDGE OF ROCK 220.00' LOT 6 70.00' FUTURE EDGE OF BUILDING 75.00' ro I--- 72.30 yI FUTURE EDGE OF PAVEMENT • FASTING I7 TRUSS SANITARY SEWER CP r7000 EASrNG SUBDRAIN Aml EXISTING 15' RCP STORM SEWER EA511AG HY3RANl; 75.OD' St �S S �EX6TING —24. CONCRETE. APRON FL EL- 866195 EASTNG Nr000 RIM EL 670.13 WARP DRIVE EXISTING INT RIPE EL. 870.12 — nm DOSTOI_G_ HYDRANT TO BE RELOCATED •un--t--.Tm-----n-m- EASTIN017 TRUSS SANITARY SEWER 50 COSTING SAN MH EOM El- 870.09 SD >.a so s0 ID EXISTNG 24' RCP STORM SEWER 4AC6 I 4 d d d 0 0 EASING NIASE RIM El 87056 m FASTING NM PoM El . 870.55 \ FUTURE PROPOSED SITE PLAN LOT 7 EXISTING 8' DIP WATER MAIN EXISTING SAN AN RIM EL 669.54 CP 07001 COSTING HYDRANT — — — — —S..:q _ _ — —s.0 EXISTNG SI RIM EL 869.27 EASTNG SAN MH NM EL 868.45 COSTING NEW RIM El. 868.63 -FUTURE - PROPOSED SITE PLAN EXISTING INTAKE RIP/ EL 868.66 EXISTING HYDRANT i GRAPIIC SCALE 40 ell 120 NO. REY/SON DAIS N0 REL, 510`. 46 DAZE CGA .n..adNisber Aaaocrba. Inc 16 toot Wn9fM Inerrnaloont kw&50151 Na 6.7620701 vow. conconstnasancsn DESIGNED -- DRAWN: --- CHECKED - DATE _: DATE DATE . APPROVED _— — °A'r MAGNUM TRUCKING WATERLOO, IOWA FUTURE BUILDING EXPANSION LAYOUT PLAN MICE NO 5886 SHEET N0. C ?,n Page 297 of 609 00 OVERALL GRADIN GENERAL GRADING NOTES 1. SLOPES SHALL NOT BE GREATER THAN 3:1 2. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 256. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 8") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. LEGEND TOC HP LP T/W B/W 2.0% TOP OF CURB HIGH POINT LOW POINT TOP OF WALL BOTTOM OF WALL PROPOSED SLOPE PROPOSED DRAINAGE PATTERN FINISHED FLOOR ELEVATIONS FINISHED FLOOR = 974.36 N -W(J) sw_ N 1 \ N 872.95 -;EGG% 00.00.7% o.o..4��o m. • =0=0=0404 EMIR_ .� o• ono o• o. o• ■■MI& .R • • • •• ■■ ■ 872.15 872.75 873 61 ........ . °% ;WENN' ' : . c'' i . c''• :A li" . I 1 1 Pli 872.89 4141112�■la■■�■ - - - 873.38 --872.98 (TOC) - 870.52 W(D)- MATCH E4S11NG 870.07 SD - - - -MATCH ENISPNG 8 0.10 MATCH EMI MG 871.37 - (TOC) 869.90 MATCH E%ISIING 873.19 873.84 (TOC) 873.60 (TOC) 1.5% 872.92 (TOC)_ `rg r872.22 871.77 ri 872.35 (TOC) 871.74 (TOC) 871.187' -S (TOC) _ 870.85 ` f (TOC) 869.92 \ MATCH 042114G 872.42 869:92 ----W(D)- MATCH MISTING 869.00 MATCH EASING 873.33 (TOC) 873.94 (TOC) 874.10 (TOC), 874.36 874.30 874.25 874.00 (TOC) 872.87 (TOC) WARP DR. i S 9(D) 871.26 871.61 2.0% 2.0% w 872.57 870.34 MATCH 1)9211NG 872.56 872.90 873.02/ (TOC) 871.41 (TOC) 870.53 (D) MATCH EMI80NG- W(D)--- pr;3. 870.34 MATCH E4S11NG 870.36 MATCH 15004G \ 874.36 874.36 874.20 874.10 (TOC) (TOC) 874.61�=873 874.15 874.20 874.04 2 (TOC)873 874.19 _(TOC) -Lo -97 - 874.10 873.16 (TOC) r872.86 (TOC) .8) 3 -- 50---- SD - (TOC) 873.10 873.37 1.5% 872.82 (TOC) 873.01 (TOC) 873.38 871.16 v (TOC)-----'(TOC) 871.39 (TOC) 871.05.. W(D)- - - -MATCH E)BSPNG_ SD-}--- V MATCH IXI8SIING70.59- 870.62 MATCH 690116G - so 0I0(o) o) -W(D)- Is(0 >74,'-o-.r•wY (D)- - t - - (D) So LOT 7 W(D) - GRAPHIC SCALE 30' 60' 90' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacen5ultants.com DESIGNED: ---- DRAWN: CHECKED: APPROVED: DATE -- ---- DATE - - -- DATE ---- DATE ---- MAGNUM TRUCKING WATERLOO, IOWA OVERALL GRADING PROJECT NO. 5886 SHEET NO. C.300 Page 298 of 609 GENERAL GRADING NOTES LOT 2 N 1. SLOPES SHALL NOT BE GREATER THAN 3:1 2. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( MINIMUM OF 8") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. ROUGH EARTHWORK NUMBERS CUT FILL + 30% BORROW EARTHWORK 29,512 CY 29,866 CY 353 CY GRADING LIMITS LOT 3 LOT 4 —W(D) W(0) Sal Th Sri i' 7,!•�C-�?� •rs��- �. I_ 1 MiNEEILIMAGGIMMOtirl 3. j -- - rrrTT � l J� t � a,�►l __ 1 1 ilj/U1 Lyam. 1It _��hi`S ,1 . CURRENT SITE DEVELOPMENT AREA GRAPHIC SCALE 50' 100' 150' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE: -- DRAWN: ---- DATE: CHECKED: -- DATE: ---- APPROVED: -- DATE: ---- MAGNUM TRUCKING WATERLOO, IOWA CURRENT SITE AND FUTURE DEVELOPMENT GRADING PROJECT NO. 5886 SHEET NO. C.301 Page 299 of 609 BLACK HAWK COUNTY, CITY OF WATERLOO POLLUTION PREVENTION PLAN ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A MANNER THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE SITE AS DESCRIBED BELOW. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF THE POLLUTION PREVENTION PLAN (PPP) FOR THEIR ENTIRE CONTRACT. THIS RESPONSIBILITY SHALL BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE WORK IS A SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THIS PPP. 1. SITE DESCRIPTION THIS POLLUTION PREVENTION PLAN (PPP) IS FOR THE MAGNUM TRUCKING SITE IN WATERLOO, IOWA INCLUDING REMOVALS, GRADING, PAVING, UTILITIES & BUILDING ERECTION. THIS PPP COVERS APPROXIMATELY 15.0 ACRES WITH AN ESTIMATED 15.0 ACRES BEING DISTURBED. THE PORTION OF THE PPP COVERED BY THIS CONTRACT HAS 15.0 ACRES BEING DISTURBED. THE PPP IS LOCATED IN AN AREA OF WIOTA SILTY CLAY LOAM & SPARTA LOAMY FINE SAND SOIL ASSOCIATION. REFER TO THIS SHEET, AND THE GRADING SHEET FOR LOCATIONS OF TYPICAL SLOPES, DITCH GRADES, AND MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS. A COPY OF THIS PLAN WILL BE ON FILE AT THE PROJECT ENGINEERS OFFICE. 2. POTENTIAL SOURCES OF POLLUTION SITE SOURCES OF POLLUTION GENERATED AS A RESULT OF THIS WORK RELATE TO SILTS AND SEDIMENT WHICH MAY BE TRANSPORTED AS A RESULT OF A STORM EVENT. HOWEVER, THIS PPP PROVIDES CONVEYANCE FOR OTHER NON -PROJECT RUNOFF THAT IS BEYOND THE CONTROL OF THIS PPP. POTENTIALLY THIS RUNOFF CAN CONTAIN VARIOUS POLLUTANTS RELATED TO SITE -SPECIFIC LAND USES. EXAMPLES ARE: COMMERCIAL AND INDUSTRIAL ACTIVITIES - RUNOFF FROM COMMERCIAL, INDUSTRIAL, AND COMMERCE LAND USE MAY CONTAIN CONSTITUENTS ASSOCIATED WITH THE SPECIFIC OPERATION. SUCH OPERATIONS ARE SUBJECT TO POTENTIAL LEAKS AND SPILLS WHICH COULD BE COMMINGLED WITH RUNOFF FROM THE FACILITY. POLLUTANTS ASSOCIATED WITH COMMERCIAL AND INDUSTRIAL ACTIVITIES ARE NOT READILY AVAILABLE SINCE THEY ARE TYPICALLY PROPRIETARY. 3. CONTROLS PRIOR TO BEGINNING GRADING, EXCAVATION, OR CLEARING AND GRUBBING OPERATIONS. VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION SHALL BE PRESERVED. AS AREAS REACH THEIR FINAL GRADE, ADDITIONAL SILT FENCES, SILT BASINS, COMPOST FILLED SOCKS, INTERCEPTING DITCHES, SOD FLUMES, LETDOWNS, BRIDGE EDGE DRAINS, AND EARTH DIKES SHALL BE INSTALLED AS SPECIFIED IN THE PLANS AND/OR AS REQUIRED BY THE PROJECT ENGINEER. THIS WILL INCLUDE USING SILT FENCE OR EQUIVALENT AS DITCH CHECKS AND TO PROTECT INTAKES. TEMPORARY STABILIZING MULCH SHALL BE COMPLETED AS THE DISTURBED AREAS ARE CONSTRUCTED. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS (0/14 DAY RULE). OTHER STABILIZING METHODS SHALL BE USED OUTSIDE THE SEEDING PERIOD. THIS WORK SHALL BE DONE IN ACCORDANCE WITH SECTION 9040 "EROSION CONTROL" OF THE URBAN STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENT (SUDAS). AS THE WORK PROGRESSES, ADDITIONAL EROSION CONTROL ITEMS SUCH AS STRAW BALE BARRIER, SEDIMENT TRAPS, AND OTHER APPROPRIATE MEASURES SHALL BE INSTALLED BY THE PRIME OR SUBCONTRACTOR AS DETERMINED BY THE ENGINEER AFTER FIELD INVESTIGATION. THE CONSTRUCTION WILL BE COMPLETED WITH THE ESTABLISHMENT OF PERMANENT PERENNIAL VEGETATION OF ALL DISTURBED AREAS. 4. OTHER CONTROLS CONTRACTOR DISPOSAL OF UNUSED CONSTRUCTION MATERIALS AND CONSTRUCTION MATERIAL WASTES SHALL COMPLY WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEM REGULATIONS. IN THE EVENT OF A CONFLICT WITH OTHER GOVERNMENTAL LAWS, RULES AND REGULATIONS, THE MORE RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY. 5. APPROVED STATE OR LOCAL PLANS DURING THE COURSE OF THIS CONSTRUCTION, IT IS POSSIBLE THAT SITUATIONS WILL ARISE WHERE UNKNOWN MATERIALS WILL BE ENCOUNTERED. WHEN SUCH SITUATIONS ARE ENCOUNTERED, THEY WILL BE HANDLED ACCORDING TO ALL FEDERAL, STATE AND LOCAL REGULATIONS IN EFFECT AT THE TIME. 6. MAINTENANCE THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES IN PROPER WORKING ORDER, INCLUDING CLEARING, REPAIRING, OR REPLACING THEM THROUGHOUT THE CONTRACT PERIOD. CLEANING OF SILT CONTROL DEVICES SHALL BEGIN WHEN THE FEATURES HAVE LOST 50% OF THEIR CAPACITY. 7. INSPECTIONS INSPECTIONS SHALL BE MADE JOINTLY BY THE CONTRACTOR AND THE CONTRACTING AUTHORITY EVERY SEVEN CALENDAR DAYS. THE CONTRACTOR SHALL IMMEDIATELY BEGIN CORRECTIVE ACTION ON ALL DEFICIENCIES FOUND. THE FINDINGS OF THIS INSPECTION SHALL BE RECORDED IN THE PROJECT DIARY. THIS PPP MAY BE REVISED BASED ON THE FINDINGS OF THE INSPECTION. THE CONTRACTOR SHALL IMPLEMENT ALL REVISIONS. ALL CORRECTIVE ACTIONS SHALL BE COMPLETED WITHIN 3 CALENDAR DAYS OF THE INSPECTION. 8. NON -STORM DISCHARGES THIS INCLUDES SUBSURFACE DRAINS (I.E. LONGITUDINAL AND STANDARD SUBDRAINS), SLOPE DRAINS AND BRIDGE END DRAINS. THE VELOCITY OF THE DISCHARGE FROM THESE FEATURES MAY BE CONTROLLED BY THE USE OF PATIO BLOCKS, CLASS A STONE OR EROSION STONE. 9. GENERAL NOTES A. THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN (SWPPP), BUT RATHER A PART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR. IT IS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR AND EPA GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES, CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP. ALL EROSION CONTROL ITEMS EXCEPT THE TURF REINFORCEMENT MAT SHALL BE REMOVED AT THE END OF THE PROJECT. B. ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED FOR A PERIOD EXCEEDING 14 CALENDAR DAYS (0/14 DAY RULE) MUST BE SEEDED OR OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES BY THE 14TH CALENDAR DAY (0/14 DAY RULE) AFTER STOCK PILING. STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER. C. THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL POLLUTION INCLUDING FUELING AREA, PORTABLE SANITARY FACILITIES, WASTE DEPOSITORY AREAS (DUMPSTER LOCATIONS), AND OTHER POLLUTION SOURCES. ALL AREAS WHERE CONCRETE TRUCKS ARE WASHED OUT SHALL BE DEFINED AND CONTAINED ON SITE. CONCRETE WASHOUT AREA SHALL BE CLEARLY MARKED AND THE CONTRACTOR SHALL CLEAN OUT THIS AREA PRIOR TO FINALIZING THE PROJECT (INCIDENTAL). ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. D. CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT, VEHICLES, AND PLANTING OPERATIONS DO NOT DISTURB OR DAMAGE EXISTING GRADES, WALLS, DRIVES, PAVEMENT, UTILITIES, PLANTS, LAWNS, IRRIGATION SYSTEMS, AND OTHER FACILITIES. REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM, WITHOUT ADDITIONAL COMPENSATION. E. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH, SILTATION, OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR PREVENTION. POLLUTION PREVENTION PLAN LEGEND: OA INSTALL SILT FENCE OR COMPOST FILLED SOCK - TO BE REMOVED AT THE END OF THE PROJECT. O INSTALL INLET PROTECTION - TO BE REMOVED AT THE END OF THE PROJECT. C I THE PROJECT. NSTALL CONCRETE WASH OUT AREA - TO BE REMOVED & RESTORED AT THE END OF O INSTALL EXCELSIOR MATT O INSTALL STABILIZED CONSTRUCTION ENTRANCE. O PIPE OUTLET EROSION PROTECTION - INSTALL PER SUDAS 9040.110 CLASS E RIP -RAP O INSTALL COMPOST TUBE SOCK - TO BE REMOVED AT END OF PROJECT - INSTALL PER SUDAS 9040.102 GRAPHIC SCALE 0 60 120' 180' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 w.wi.cgaconsultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: -- DATE. ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA STORM WATER PREVENTION AND POLLUTION PLAN PROJECT NO. 5886 SHEET NO. C.310 Page 300 of 609 LANDSCAPE NOTES: 1. PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BASING BID ACCORDINGLY. 2. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED. 3. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260-2004, OR MOST RECENT EDITION. 4. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE ENGINEER. 5. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 6. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE ENGINEER FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 7. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON DRAWINGS. 8. TAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 9. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SODDED WITH TYPE 1 LAWN MIXTURE AS APPROVED BY THE OWNER. PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY. SIZE Deciduous Overstory Trees AR Acer rubrum Red Maple 3 1" Container or 2" BB PT Populus tremuloides Quaking Aspen 2 6' CNT Evergreen Trees AC Abies concolor Concolor Fir 4 4' B&B Ornamental Trees SR Syringa reticula Ivory Silk' Ivory Silk Japanese Tree Lilac 3 1.5" BB Shrubs BGM Buxus x'Green Mountain' Green Mountain Boxwood 6 #5 CNT SB Forsythia x intermedia' lynnwood' Lynnwod Gold Forsythia 5 3.5" POT Perennials & Grasses CA Calamagrostis x acutiflora 'Karl Foerster Karl Foerster Grass 10 #1 (3' tall x 3' wide) PV Panicum virgatum Switchgrass 8 #1 (5' tall x 3' wide) MS Miscanthus sinensis purpurascens Purple Flame Grass 30 #1 (5' tall x 3' wide) GRAPHIC SCALE 0 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA LANDSCAPING PLAN PROJECT NO. 5886 SHEET NO. C.400 Page 301 of 609 00 TYPICAL DETAILS KEY i.l° CURB RAMP 1 TURNING SPACE OL 0PARALLEL CURB RAMP: TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS ��C� SLOPE OF 2.0%. THE LENGTH OF THE PARALLEL RAMP IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF RESULTING SLOPE. DO NOT EXCEED 8.3% SLOPE FOR PARALLEL 2' (MAX.) BACK OF CURB \ GUTTERLINE \ NQ AUR 5'-0' TRANg�(1ON CURB RUNOUT FOR ALL CURBPI CURBS o ao (VERTICAA 2CURB CUT SAW CUT ONLY) ss rn • o \ a ROAD SURFACE NOTES: ��/ RAMPS SHORTER THAN 15 FEET. IN, PARALLEL CURB RAMP O2 TURNING SPACE: TARGET SLOPE OF 1.5%, (FOR CLASS A SIDEWALK) WITH A MAXIMUM SLOPE PERPENDICULAR TO THE TRAVEL DIRECTIONS OF 2.0%. AT MID -BLOCK CROSSINGS, CROSS SLOPE OF LANDING MAY EXCEED 2.0% TO MATCH ROADWAY GRADE. MINIMUM 4 FEET BY 4 FEET. T LEVEL LINE SIDEWALK DROP CURB T AT SIDEWALK DROP CURB ELEVATION.1. EO NOT CUT DEEPER THAN ROAD SURFACE 2. ALL CURB OPENINGS SHALL BE MADE BY SAW CUT METHOD CURB CUT DETAIL PARALLEL CURB RAMP FOR CLASS A SIDEWALK 0 00 00 0 I 4" (TYP)NOTES: CURB PARKING STALLS1. 4" (TYPICAL) PLACE ENGINEERING FABRIC UNDER ALL RIP -RAP. 2' WIDE CURB CUT 2. WRAP ENGINEERING FABRIC A MINIMUM OF 18" OVER ALL RIP -RAP EDGES. 3. THE MAXIMUM CHUTE SLOPE IN ALL DIRECTION OF FLOW SHALL BE 3:1. THE MAXIMUM SIDE SLOPES OF THE CHUTE SHALL BE 2:1. 4. THE OUTLET SECTION SHALL BE FLAT (0% GRADE). 4" (BORDER OPTIONAL)�j �-4SEEWHEELCHAIRSYMBOL -CENTERLINE i �_— 0 2x— a a /� -a /____ a / a /� -a /� %NOTES: o a 1. PAVEMENT MLRBINMA (STRIPING) SHALL BE MADE 1 ! WITH TRAFFIC PAINT OR PERMANENT TAPE. PLAN ALONG CENTERLINE Z = 4 SEE SEE SEE ENGINEERING H B = 2 FT (— PLANS PLANS PLANS FOR WIDTH FOR WIDTH FOR WIDTH CURB CUT FABRIC 6" NOMINAL SIZE AGGREGATE CROSS SECTION OF CHUTE SECTION — 1' IGN FACE - BLUE LENGTH CALCUTIONS 1 SEE PLAN FOR ELEV H.C. SYMBOL & LETTERING ROCK CHUTE THICKNESS = 12" RIP RAP g x 20' OR 10' x 18' ACCESS ISLE = 160' OF 4" STRIPING PER STATE OF IOWA _ 5' x 20' ACCESS ISLE = 108' OF 4" STRIPING REQUIREMENTS. WHITE 5' x 18' ACCESS ISLE = 114' OF 4" STRIPING REFLECTIVE VINYL COPY. m 1 1 5' HANDIC PPED 9' x 20' ACCESS ISLE = 184' OF 4" STRIPING 4' STRIPE - WHITE 12' x 36' PAINTED PAVEMENT MARKING = 373' OF 4" STRIPING NSTALL R7-8 WHERE INDICATED `� sq" oo�R , i„ WHITE BORDER • �' BOTTOM OF o a SEE CHUTE �� SWALE/BASIN csi 0.5 ACC S IBLE NSTALL R7-8a SIGN WHERE INDICATED ANCHOR DETAIL GEOTEXTILE GEOTEXTILE 5' TO PARKING SURFACE � 8'-0" STEEL POST I�2.0'�39' "WIDE PAINTED BARS j 4' INLET 20' CHUTE 7' OUTLET "CRUSHED (TRAFFIC PAINT) CHUTE ANCHOR DETAIL 3.0' z STONE I PROFILE ALONG CENTERLINE — SIGNAGE 34" —I PAVEMENT MARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING RIP -RAP FLUME AT CURB CUT 00 00 N0. REVISION BY DATE N0. REVISION BY DATE CGA Clapsaddle-Garber Assoc.., Inc DESIGNED: ---- DATE' -- MAGNUM TRUCKING WATERLOO, IOWA TYPICAL DETAILS PROJECT NO. 5886 DRAWN: ---- DATE' -- CHECKED: ---- DATE ---- SHEET NO. C.500 Toll Free (eoo)sazaye, www.cgaconsuitants.com APPROVED: DATE ---- Page 302 of 609 01 TYPICAL DETAILS SLOPE AS PER PLANS SLOPE AS PER PLANS SLOPE AS PER PLANS 2'-6" (OR AS SPECIFIED) 6" PCC PAVEMENT SLOPE AS qa PCC PER PLANS 12" PCC PAVEMENT 4" GRANULAR SURFACE (IOWA DOT 4120.04) PAVEMENT 6 �-72 q1_n 2 R3" AS 1.. �, �, _ • ;�������0 Oaresdresdresaii6" LATAPIvl� AP l� GRANULAR SUBBASES 4" GRANULAR SUBBASE � � O OOP (MINIMUM) 8" OF 3" ROAD 6" GRANULAR SUBBASE (MINIMUM) TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY (SPD) 2.0' BEYOND STONE ENGINEERING FABRIC COMPLYING WITH IDOT 4196.01, B.3. (MINIMUM)1. TOP 12" OF SUBGRADE (MINIMUM) TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY (SPD) 2.0' BEYOND MINIMUM (MINIMUM) TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY (SPD) 2.0' BEYOND EDGE OF PAVEMENT FORM + PSLOPE ER PLANS 8 GRADE ELEV. f PROPOSED R3" PAVEMENT 6" STANDARD CURB & GUTTER EDGE OF PAVEMENT SHALL BE COMPACTED TO EDGE OF PAVEMENT 6" PCC PAVEMENT SECTION 95% STANDARD PROCTOR 4" PCC SIDEWALK PAVEMENT SECTION 12" AGGREGATE DENSITY (SPD) 2.0' BEYOND EDGE OF PAVEMENT SECTION W/ FABRIC 12" REINFORCED PCC PAVEMENT SECTION OS 02, 03 04 01 SUDAS REFERENCED DETAILS 1/2" EXPANSION JOINT EYWAY FIGURE NUMBER NAME -- 2.0%MAX. i SAW EXISTING PAVEMENT ROADWAY PAVEMENT 3010.101 TRENCH BEDDING & BACKFILL ZONES SIDEWALK -; 1 4" MIN. FULL DEPTH AND REMOVE RIGID GRAVITY PIPE TRENCH BEDDING 3010.102 f P4' 3010.103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING ADJACENT PAVEMENT ©R 3010.104 PRESSURE PIPE TRENCH BEDDING L 12 18 'RT' ®SIDEWALK } 4010.201 SANITARY SEWER SERVICE STUB JOINT 4030.221 PCR APRON SECTION FOOTING BACK OF CURB f 4040.231 SUBDRAINS DRIVEWAY 4040.232 SUBDRAIN CLEANOUTS 18" 12" BT-3 JOINT 6010.301 CIRCULAR SANITARY SEWER MANHOLE 'BT-3' JOINT T+1 MIN 6010.401 CIRCULAR STORM SEWER MANHOLE 6010.505 DOUBLE GRATE INTAKE DETAIL B SECTION A -A 6010.506 DOUBLE GRATE INTAKE WITH MANHOLE pR 6010.507 SINGLE OPEN -THROAT CURB INTAKE, SMALL BOX 6" STANDARD PCC CURB WITH CLASS A SIDEWALK Op F9 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES 06 B' JOINT 4/4/��� 6010.602 CASTINGS FOR STORM SEWER MANHOLES 6010.603 CASTINGS FOR GRATE INTAKES \ 0 7010.101 JOINTS 'E' JOINT AS 0 0CROSS SLOPE AT SIDEWALK SHALL NOT EXCEED SPECIFIED / �. 2% 7010.102 PCC CURB DETAILS . 7010.103 MANHOLE BOXOUTS IN PCC PAVEMENT © TRANSITION THE CURB HEIGHT TO 0 INCHES AT END OF TAPER/RADIUS OR AT THE FRONT EDGE 7030.102 CONCRETE DRIVEWAY, TYPE B 'C' JOINT OF SIDEWALK. DO NOT EXTEND RAISED CURB 7030.201 CLASSES OF SIDEWALK 'C' OR — ACROSS SIDEWALK. 7030.204 GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK JOINT ��` ® PAVEMENT THICKNESS = 8". 7030.207 CURB RAMP FOR CLASS B OR C SIDEWALK ' OQ��\aG pJe� :OXOUT ® SIDEWALK THICKNESS THROUGH DRIVEWAY TO 7030.210 DETECTABLE WARNING PLACEMENT REFER TO ©R DETAIL B MATCH THICKNESS OF DRIVEWAY. 9040.102 FILTER BERM & FILTER SOCK BACK OF CURB ® IF LONGITUDINAL JOINT IS LOCATED 48 INCHES 9040.110 RIP RAP FOR PIPE OUTLET ONTO FLAT GROUND OR LESS FROM THE BACK OF CURB, EXTEND 9040.119 SILT FENCE BOXOUT TO JOINT LINE. FULL DEPTH SAW CUT IS STILL REQUIRED. 9040.120 STABILIZED CONSTRUCTION ENTRANCE DRIVEWAY RADIUS (R) AS SPECIFIED IN THE CONSTRUCTION DOCUMENTS CONCRETE DRIVEWAY, TYPE B WITH RADII 07 NO. REVISION BY DATE NO. REVISION BY DATE /� Cla saddle -Garber Associates, Inc DESIGNED: ---- DATE' -- /per MAGNUM TRUCKING \V A TER OO TO`IT A t1 WATERLOO, 1 P�1�L f IOWA TYPICAL DETAILS PROJECT NO. 5886 DRAWN:DATE -- CI _A 16EasMainsvee \\JJ CHECKED: -- DATE' ---- SHEET NO. C.501 Marshalltmvn, lava 50159 Ph sa1-7526701 w.wi.cgacansultaMs.wm APPROVED: -- DATE. ---- Page 303 of 609 02 TYPICAL DETAILS SEE PLANS FOR SPACING VARIABLE (20' FOR A NORMAL 10' WIDE DITCH.) FABRIC ORFS�OP POST SPACING POST SPACING i OQ R''.. FLOW i�`�.MAX)(5'-0" ♦.��..��.�' (5'-0" MAX. MAX.) i�') _ 0 INSERT 12 IN. OF FABRIC A MINIMUM OF 6IN. DEEP ` �:■� �/jy/� (FABRIC MAY BE FOLDED BELOW THE GROUND LINE) 4i��iOJO♦�i♦D��. ���♦�Qi�� tAte���♦�p�i���, ••••♦••••♦�••�•��`�`w•�`i�`i 3� © I �iiiiii!■i ,���i���■� �■ - C 7�'i 02 COMPACT GROUND BY DRIVING ALONG EACH SIDE OF •♦�•`♦♦�'`♦�•`i� �� ®♦�♦OOiii •`•:`e_:`i�`N�A 2♦i♦i♦i♦i ♦�� i♦OOOOii♦i♦OOOOOi r000000♦p400000 :"��• n' �4• L:,••■■ •�■gin■�' — © O THE SILT FENCE AS SUFFICIENTLY SECURE THE FABRIC REQUIRED TRENCH TO PREVENT PULLOUT AND FLOW UNDER THE FENCE. • �•`�:�.`' • ', 000000 ��� •♦•♦♦♦♦♦♦♦I�♦:♦♦♦♦♦♦♦♦♦:♦:♦:♦:♦:♦:♦:♦. ���♦♦♦♦♦♦•♦♦♦• i♦Oi♦OOOOi♦i♦i♦Oi00` T' STEEL ��' I,. O FENCE POST 1 4'-0" MINIMUM _ GROUND LINE ® IN DITCHES, EXTEND SILT FENCE UP SIDE SLOPE SO THE BOTTOM ELEVATION AT THE END OF THE FENCE IS 2 IN. HIGHER THAN THE OF THE GENERAL NOTES: /� INSTALL SILT FENCE ACCORDING TO THE TYPICAL SILT FENCE DITCH CHECK REQUIREMENTS OF SECTION 311000 AND AT � F NICEINT ELOWPOINTOFTHEDTCH.F 0 I ® ® STEEL POSTS TO BE EMBEDDED 20 IN. UNLESS TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES OTHERWISE ALLOWED BY THE JURISDICTIONAL LOCATIONS SHOWN IN THE CONTRACT ENGINEER. DOCUMENTS OR AS DIRECTED BY THE (Profile View) JURISDICTIONAL ENGINEER. ® SECURE TOP OF ENGINEERING FABRIC TO STEEL POSTS INSTALL PARALLEL TO INSTALL "J-HOOK" AT EACH END OF AN USING WIRE OR PLASTIC TIES (50 LB. MIN.). SEE GROUND CONTOUR INDIVIDUAL SECTION OF SILT FENCE DETAILS OF "ATTACHMENT TO POSTS." GROUND FABRI LINE 8'-0"SPACING 910 ��i,, %' WIRE OR ��i�� CABLE TIES 1 908 c���.�.�: \._ _ iir.�.�.1/ ♦OOOOi�■i♦OOOOOOOOi♦i♦iJOi •i• 906 36" ,i♦i ♦ ♦iiiiii♦iiiiii•♦♦iiiiiiii: ♦i ♦00 r--- •• i, ��♦��� !i� ;00�!�♦�♦�♦Oi��O♦00�♦♦♦OOOD 904 FABRI ♦♦♦ i♦i♦i♦Oi7�i♦i� i♦ii♦i♦i♦i♦Oi�i'♦'i♦iii♦i♦i♦i♦i�0 •��• ii������ 902 i�0000 QO���, ®� ��000i • DETAILS 0 OF SILT FENCE ON LONGITUDINAL SLOPES 200' MAX. LENGTH PER SECTION ATTACHMENT TO POST *REDUCE POST SPACING TO 5'-0" AT WATER (600' IF SLOPE IS FLATTER THAN 5%) CONCENTRATION AREAS, OR AS REQUIRED TO TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES POST ADEQUATELY SUPPORT FENCE SILT FENCE 01 Compact trench spoil against uphill side of sock. \ 9" (nominal) dia. or as specified. \ \ 2-4" Trench \ may• a-� II - /—// / /�/ 7i�� �� N. �y:�/I� II j�t .r/ ��° 41/4 1' �I� II \\ \, S�'•'• .,,, itidocuments. ll• ` \ \ 1 'at.. 1.0 Space as specified in \� the contract documents. \V. o ae /�� II �I Joint Wrap Turn uphill. VC I,I•' \ \ • Stakes 0311' Disturbed Area ` . 0 Entrance length: 50 foot minimum (30 foot for single family residential), or as specified in the contract Length of entrance may be increased if sediment track -out 16 �r vi occurs. 0`0�9 Thickness as specified (6" min.). 0 STABILIZED CONSTRUCTION ENTRANCE m} R o 03 P�4 t o Wattle gc"o,� O`� • Area to be Protected ■ • • ■ COMPOST FILLED SOCK 02 NO. REVISION BY DATE NO. REVISION BY DATE /� Cla saddle -Garber Associates, Inc 1sEasMainsvee DESIGNED: ---- DATE' -- /per MAGNUM TRUCKING WATERLOO, A TER OO TO`IT A t1 YV ti 1 P�1�L f IOWA TYPICAL DETAILS PROJECT NO. 5886 DRAWN DATE' -- CI _A \\JJ CHECKED: -- DATE' ---- SHEET NO. C.502 Marshalltmvn, lava 50158 Ph sa1-7526701 APPROVED: -- DATE ---- w.w------ansultaMs.wm Page 304 of 609 March 14, 2023 REQUEST: APPLICANT(S): 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: Request by Magnum Trucking for a Site Plan Amendment to construct a new 14,000 square foot industrial building along with a 21,000 square foot expansion in the "M-2,P" Planned Industrial District located northeast of 2510 Leversee Road on Warp Drive. Magnum Trucking, 3000 7th Avenue North, Fargo, ND 58102 The applicant is requesting to construct a new 14,000 square foot building for a trucking company in the Waterloo Air and Rail Park, with a proposed future expansion. The request to construct the trucking facility would not appear to have a negative impact upon the surrounding area as it would appear to be compatible with other proposed industrial development in the area. The proposed site plan amendment would not appear to have a negative impact upon vehicular or pedestrian traffic conditions in the area. The site is served by Warp Drive which is classified as a Local street and Leversee Road, which is classified as a Collector. There are no trails or sidewalks in the immediate project area. The area in question has been zoned "M-2,P" Planned Industrial District since June 7, 2010, when the land was rezoned from "A-1" Agricultural District. Surrounding land uses and their zoning designations are as follows: North — Vacant Land and Waterloo Regional Airport, zoned "M-2,P" Planned Industrial District. South — Vacant Land, zoned "M-2,P" Planned Industrial District. East — Vacant Land and Waterloo Regional Airport, zoned "M- 2,P" Planned Industrial District. West — New Industrial Development, Residential and vacant land in the City of Cedar Falls No screening is required in relation to this request. It will be necessary that a SWPPP storm water detention plan is submitted to the Engineering Department for review and approval. The proposed request would not appear to have a negative impact upon drainage in the area if proper storm SPA-N and E of 2510 Leversee Road Page 1 of 8 Page 305 of 609 March 14, 2023 DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: water detention techniques are put in place for the two proposed drainage ponds. The surrounding area is vacant land to the north, south and east. The homes to the west in the City of Cedar Falls were built between the 1930's and 1980's. None of the property is located in the 100-year flood plain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 0166F, dated July 18, 2011. No schools are located within the vicinity of the site. Big Woods Lake recreation area is located 1/2 mile to the west of the site. There are no parks in the immediate vicinity. UTILITIES: WATER, There is a 12" water line located along the east side of SANITARY SEWER, Leversee Road and an 8" water line along the north side of STORM SEWER, ETC. Warp Drive, a 12" Sanitary Sewer line located underneath Warp Drive and on the east side of Leversee Road, and a 24" Storm Sewer along the south side of Warp Drive. RELATIONSHIP TO The Future Land Use Map designates this area as Industrial. COMPREHENSIVE The proposed site plan amendment would be in conformance LAND USE PLAN: with the Comprehensive Plan and Future Land Use Map for this area. GENERAL al,' NOTES: TRAFFIC CONTNOL NOTES GENERAL LAYOUT NOTES CONSTRUCTION ON DETAILS wNsmucrlau NOTE, Seale S ) - • ai MONISM SEG GTE PIPKGE GTE '. _ µ711 ,me ff CGA MAGNUM TRUCKING WATERLOO, IOWA OVERALL LAYOUT Plan 1 — Phase 1 project plan. SPA -NE of 2510 Leversee Road Page 2 of 8 Page 306 of 609 March 14, 2023 r rME NOM FunvnE Mgr 1l wrs MAGNUM TRUCKING WATERLOO, IOWA NentAth es.. FUTURE BUILDING EXPANSION LAYOUT PLAN Plan 2 — Phase 2 addition. 6111111 .ol 0,0 MAGNUM TRUCKING WATn10,1OWA LANDSCAPING PLAN Plan 3 — Landscaping plan. SPA -NE of 2510 Leversee Road Page 3 of 8 Page 307 of 609 March 14, 2023 MAIN FLOOR PLAN Final Set For Construction L.S. FLOOR PLAN P L` �L Main Floor Plan A1.1 Plan 4 — Interior Layout. I I II In 111 1 11 4,,. 4 EXTERIOR ELEVATION 7 II II 1111 =III II II '.I III 11s1 11 1 II 1 11 -11 :; EXTERIOR ELEVATION A2.' e.t�rio II III IIEI 11 11,1 III II 1= °EXTERIOR ELEVATION i L II II $ II II III II II I IId111 11 .1 11IIII 1II II II II II 111a 1 11 11!I I III I9.1 II I II 'T,EXTERIOR ELEVATION Final Set For Construction 8 Exterior Elevations A2.1 Plan 5 — Side Elevations. SPA -NE of 2510 Leversee Road Page 4 of 8 Page 308 of 609 March 14, 2023 STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: TECHNICAL REVIEW COMMITTEE The applicant is requesting to construct a 14,000 square foot facility for a trucking company, with a 21,000 square foot future expansion. The area in question is zoned "M-2,P" Planned Industrial District, and this zoning is designed to permit the establishment of industrial parks and to provide for the orderly planned growth of industries on large tracts of land, and allowing greater flexibility and diversification of land uses and building locations. It is also intended that such industrial parks be developed to maximize the potentials of industrial areas and at the same time minimize any adverse effect upon adjacent properties in other zoning districts. The Zoning Ordinance requires 1 space for every 250 SF of office floor area and 1 space for very two persons employed on maximum shift. The submitted site plan shows 31 parking spaces and it will need to be determined during the building permit process whether it is sufficient for the use. The building elevations show a rectangular building with an office facing Warp Drive. Most of the building will have metal siding with split -faced brick veneer along the lower portion of the building in the area where the office will be. The front of the building has one standard door and 6 windows. The west side has 12 overhead doors, one regular door, and 3 windows at the front of the building where the office will be located. The east side will have 11 overhead doors along with one regular door and 3 windows in the office area. The site plan also shows an expansion which will be 21,000 square feet. The applicants are not planning to subdivide the property. The Fire Department noted that the building would most likely need sprinklers, fire alarms, and gate access for the Fire Department and could possibly need additional fire hydrants. The building department noted that they would need stamped drawings. The detention plan needs to be worked out. SPA -NE of 2510 Leversee Road Page 5 of 8 Page 309 of 609 March 14, 2023 Picture 1: Magnum Location from Warp Drive. Picture 2: Looking west toward Leversee Road with the Magnum site on the right. SPA -NE of 2510 Leversee Road Page 6 of 8 Page 310 of 609 March 14, 2023 Picture 3: Looking northwest from the corner of Warp Drive and Leversee Road. Picture 4: Looking at the corner of Leversee Road and Warp Drive. SPA -NE of 2510 Leversee Road Page 7 of 8 Page 311 of 609 March 14, 2023 STAFF Therefore, staff recommends that the request by Magnum RECOMMENDATION: Trucking for a Site Plan Amendment to construct a new 14,000 square foot industrial building in addition to a 21,000 square foot expansion in the "M-2, P" Planned Industrial District located northeast of 2510 Leversee Road on Warp Drive, be approved for the following reasons: 1. The request is in conformance with the Comprehensive Plan and Future Land Use Map for this area. 2. The request would appear not appear to have a negative impact on traffic conditions in the area, as this will be another addition to the industrial park. 3. The request would not have a negative impact upon the surrounding area. And with 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, setbacks, etc. SPA -NE of 2510 Leversee Road Page 8 of 8 Page 312 of 609 31 E. LONE ST. RD. WARP DR. T-90N LAM ST E. LAKE ST. T-89N RAIL WY. 'nH 33SH3n31 VICINITY MAP NOT TO SCALE (WATERLOO CORPORATE LIMITS) • PROJECT LOCATION 1-35 Ames Des Moines Council Bluffs Mason City MAGNUM TRUCKING Waterloo Marshalltown 32 WATERLOO MUNICIPAL AIRPORT Dubuque Cedar Rapids 1-80 Burlington LOCATION MAP Daeenpod MAGNUM TRUCKING WATERLOO, IOWA -2023- WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2023 EDITION (SUDAS) AND THE CITY OF WATERLOO STANDARD SPECIFICATIONS Clapsaddle-Garber Associates, Inc 16 East Main Street, P.O. Box 754 Marshalltown, Iowa 50158 Phone 641-752-6701 www.cgaconsultants.com SHEET NO. C.100 C.101 C.110 C.200 C.210 C.300 C.301 C.310 C.400 C.500 - C.502 INDEX OF SHEETS DESCRIPTION TITLE SHEET SYMBOLS, LEGEND AND GENERAL INFORMATION EXISTING CONDITIONS & REMOVALS OVERALL LAYOUT PLAN FUTURE BUILDING EXPANSION LAYOUT PLAN OVERALL GRADING PLAN CURRENT SITE AND FUTURE DEVELOPMENT GRADING STORM WATER PREVENTION AND POLLUTION PLAN LANDSCAPING PLAN TYPICAL DETAILS REVIEW PLAN SET: 02-21-2023 I hereby certify that this engineering document 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. Pages or sheets covered by this seal: CGA PROJECT NO. 5886 SHEET C.100 Page 313 of 609 SPH SPV 0000 LEGEND EXISTING it- 00MI®(i'jC2) ( LP SIGN EVERGREEN TREE DECIDUOUS TREE FRUIT TREE 5B SHRUBS(BUSHES) TREE LINE STUMP SWAMP CEMETERY GRAVE CAVE SINK HOLE WELL WINDMILL CISTERN SEPTIC TANK LP GAS TANK UNDERGROUND STORAGE TANK SATELLITE DISH SIGN (TYPE AS NOTED) FLAGPOLE • SOIL BORING MONITORING WELL ® PARKING METER MAILBOX O e POST ® ® BOLLARD SPRINKLER HEAD SPRINKLER HEAD VALVE GUARDRAIL (BEAM OR CABLE) FENCE TILE OUTLET DRAINAGE WAY EDGE OF WATER n--a--a—a— SILT FENCE CONTOUR LINE X PROPOSED 41) —0-0— SPOT ELEVATION BUILDING 1-800-292-8989 www.iowaonecall.com EXISTING W (`) Ext R FDC PIv San(*) St (*) PROPOSED W A w FDC PTV WATERLINE WATER VALVE FIRE HYDRANT WATER METER CURB STOP YARD HYDRANT FIRE DEPT. CONNECTION POST INDICATOR VALVE SANITARY SEWER LINE STORM SEWER LINE DT ---- ---- DT ---- DRAIN TILE SD API OH E (') FO(*) T(`) 6 - SD ---- SUBDRAIN OMANHOLE © CLEANOUT INTAKE BEEHIVE INTAKE • ROOF DRAIN • ROOF DRAIN (SURFACE) • ROOF DRAIN (UNDERGROUND) G GAS LINE ►4 GAS VALVE © GAS METER ICI OH E— OVERHEAD ELECTRICAL LINE E BURIED ELECTRICAL LINE • POWER POLE ® ELECTRICAL METER ELECTRICAL HIGHLINE TOWER - TRAFFIC SIGNAL STREET LIGHT j - LUMINAIRE • ELECTRICAL BOX/TRANSFORMER FO• FIBER OPTICS LINE ® FIBER OPTICS BOX FO FIBER PEDESTAL T TELEPHONE LINE • TELEPHONE POLE • TELEPHONE PEDESTAL ▪ TELEPHONE BOX © CABLE TELEVISION LINE N ---- TELEVISION PEDESTAL ❑1w TELEVISION BOX ▪ AIR CONDITIONER EXISTING PROPOSED ■ • • ABBREVIATIONS PCC ACC STM INT INT-MH STCO FES STP STFM SMH SACO SAP SAFM FH YH WV CS PIV FDC RCP CMP HDPE PVC DI CP BM SB MW PM SH GV GM PP EM TS LP EB FB TB TP CB AC CBU - - — SECTION/R.O.W. LINE BOUNDARY LINE PROPERTY LINE — — — EASEMENT LINE SETBACK LINE ▪ R.O.W. RAIL OR LOT CORNER ❑� CONCRETE MONUMENT A GOVERNMENT CORNER MONUMENT PARCEL OR LOT CORNER MONUMENT TEMP. CONSTRUCTION EASEMENT CORNER SURVEY CONTROL POINT PORTLAND CEMENT CONCRETE ASPHALT CEMENT CONCRETE STORM SEWER MANHOLE STORM SEWER INTAKE STORM SEWER INTAKE WITH MANHOLE STORM SEWER CLEANOUT STORM SEWER FLARED END SECTION STORM SEWER PIPE STORM SEWER FORCE MAIN SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN FIRE HYDRANT ASSEMBLY YARD HYDRANT ASSEMBLY WATER VALVE CURB STOP POST INDICATOR VALVE FIRE DEPT. CONNECTION REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE HIGH -DENSITY POLYETHYLENE PIPE POLYVINYL CHLORIDE PIPE DUCTILE IRON PIPE SURVEY CONTROL POINT SURVEY BENCHMARK SOIL BORING MONITORING WELL PARKING METER SPRINKLER HEAD GAS VALVE GAS METER POWER POLE ELECTRIC METER TRAFFIC SIGNAL LIGHT POLE/STREET LIGHT ELECTRICAL BOX/TRANSFORMER FIBER OPTICS BOX/PEDESTAL TELEPHONE BOX/PEDESTAL TELEPHONE POLE CABLE/TELEVISION BOX AIR CONDITIONER UNIT CLUSTER MAILBOX UNIT CONTROL POINTS: IOWA REGIONAL COORDINATE SYSTEM ZONE 5 NAD83(2011)(EPOCH 2010) IARTN DERIVED -US SURVEY FEET. IOWA NORTH COORDS GEOID 12B NUMBER NORTHING EASTING ELEV. 100 3666072.563 5213218.19 870.043 101 3666122.956 5213168.174 870.329 104 3667491.03 5213262.344 870.247 107 3672798.892 5213135.229 875.893 PROPOSED USE WAREHOUSE PROPERTY ADDRESS: LOT 5 TRACT "B" WATERLOO AIR AND RAIL PARK 1ST ADD. WARP DR. WATERLOO, IA50701 OWNER OF RECORD: MAGNUM LTD. 3000 7TH AVE N. FARGO, NORTH DAKOTA58103 SITE PLAN PREPARED BY: PROJECT MANAGER: ADAM DATERS CLAPSADDLE-GARBER ASSOCIATES, INC 16 EAST MAIN STREET MARSHALLTOWN, IOWA 50158 PH 641-752-6701 W W W.CGACONSULTANTS.COM DATE OF PREPARATION: 02-16-23 FIELD WORK COMPLETED: 12-08-22 NOTES: DESCRIPTION 1/21 N IP YLW CAP #8505 1/21 N IP YLW CAP #8505 2" DISC#8505 5\8 IP 1. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY. 3. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (") HAVE BEEN LOCATED PER THE FOLLOWING ASCE STANDARD GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA' : (A) - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B) -INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C) -INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D)- INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. UTILITY COMPANIES THE FOLLOWING UTILITIES ARE PRESENT ON THIS PROJECT CENTURYLINK TOM STURMER 720-578-8090 MEDIACOM BRIAN KADNER 845-867-0932 MIDAMERICAN (ELECTRIC) LUKE JOHNSON 319-291-4676 MIDAMERICAN (GAS) MOLLY BROUWER 319-291-4737 WATERLOO WATER WORKS CHAD COON 319-232-6280 CITY OF WATERLOO ENGINEERING JAMIE KNUTSON 319-291-4512 NOTE: TYPICAL DEPTH OF COVER ON WATERMAIN PIPE IN WATERLOO IS 6 FT. UNDERGROUND STRUCTURES, FACILITIES, AND UTILITIES HAVE BEEN PLATTED FROM AVAILABLE SURVEYS, RECORDS AND DEEDS. THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DRAWN: ---- CHECKED: -- APPROVED: -- DATE -- DATE -- MAGNUM TRUCKING WATERLOO, IOWA SYMBOLS, LEGEND, AND GENERAL INFORMATION PROJECT NO. 5886 SHEET NO. C.101 Page 314 of 609 ting Conditions.dwg - C.110 EXISTING CONDITIONS 7 7 EXISTING HYDRANT W(D) — — — so (D) — — So.)o) SD LOT 3 W(D LOT 4 EXISTING 8" DIP WATER MAIN 7 7 7 W(D)22',— — — — W(n) s1°' �\ _869 / \ 7 EXISTING 12"TRUSS I SANITARY SEWER a( ro LD) Ij II SD 8, 7 — \ / --- —_.., \ / 7 L 7 7 7 / 7 / 7 / / 7 \ \ \ \ 7 / \--7 lm 1 REMORE 205 S.F. OF /1 — CURB AND CUTTER FOR EXISTING HYDRANT EX STING FUTURE DRIVEWAY. _ — HYDRANT 24^ CONCRETE �� APRON '�'/ FL EL: 866.195 J — EXISTING INTAKE —RIM EL: 870.13 \ 7 \ / \ 7 / \_ — .A4Y 7 m LOT 5 / W(0) W(D) 1 �mO smrt0) W(0)---- w(0)— - --- — S. two _870 • —870--- / SETBACK LINE / 7 i / 7 EXISTING HYDRANT— / RELOCATEDTOBE 7 / W(D)— W(D) a> o� 81.5" s S.IDl 0e Om(D) aan� 7 SD SD CP #7000 — So T � EXISTING SUBDRAIN SD SD EXISTiNG-L" RCP STORM SEWER SD SW(D) EXISTING INTAKE_ RIM EL: 870.12 SD W(D) — —v W(o) D— SO WARP DR. san 1 as — SO SD W(o)---- WO)—r— —W(0 WtD1' en---- �— -- r — SD --L EXISTING 12"TRUSS _ — — _ SANITARY SEWER B>a. smror� 3.0) a���b — — ——SIS(D)/ / EXISTING SAN MH RIM EL: 870.09 SD SD — r SD SD 1s(o) — — — — -ts(o) 1 �/ 1 1 10 / = REMORE 205 S.F. OF r CURB AND CUTTER FOR - FUTURE DRIVEWAY. I— — — W(D)— SD Sn (D)— SD sni 81.5' tSp 76(D) 3 (D) EXISTNG 24" RCP STORM SEWER EXISTING INTAKE RIM EL: 870.56 — — W(D) 3 (D) SO W(0)— — —SD SD 5t5(0) S6(oj —EXISTING INTAKE -RIM EL: 870.55 Sai( / — 871— / EXISTING 8" DIP WATER MAIN EXISTING SAN MH RIM EL: 869.54 7 / 7 LOT 7 \\ 7 7 7 — W(0) — —w(o) W(D)— SO w —2SD- EXISTING HYDRANT 1 CP#7001 SD 50— -- SDLSD I sx(D)I SW(D) ---sW 1 \- — —sWf01— H I ▪ � ] EXISTING SAN MH EXISTING ST MH RIM EL: 868.45 RIM EL: 869.27 ,EXISTING GRAPHIC SCALE 0 30' 60' 90' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: ---- DATE. ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA EXISTING CONDITIONS & REMOVALS PROJECT NO. 5886 SHEET NO. C.110 Page 315 of 609 GENERAL UTILITY NOTES: 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. ALL SITE UTILITIES SHALL BE BROUGHT WITHIN 5' OF THE BUILDING TO CONNECT TO PLUMBING CONTRACTORS WORK 3. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES. 4. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. TRAFFIC CONTROL NOTES 1. ALL TRAFFIC CONTROL DEVICES & BARRIERS SHALL BE FURNISHED, ERECTED, MAINTAINED, & REMOVED BY THE CONTRACTOR. 2. ACCESS TO NEIGHBORING BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. 3. ALL UTILITY WORK WITHIN THE PUBLIC R.O.W. SHALL CONFORM TO THE CITY OF WATERLOO STANDARDS & THE CURRENT ADDITION OF THE MUTCD. 4. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ALONG WARP DRIVE. 5. THE CONTRACTOR SHALL USE CARE WHEN WORKING UNDER/OVER/AROUND ELECTRICAL LINES. GENERAL LAYOUT NOTES: 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 3. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED & MULCHED UNLESS OTHERWISE NOTED IN PLANS. 4. ANY DAMAGE TO THE PAVEMENT NOT SHOWN FOR REMOVAL ON THE PLANS DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT. 5. ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. CONSTRUCTION DETAILS 6" PCC PAVEMENT SECTION 4" PCC SIDEWALK SECTION I@ 12" AGGREGATE SECTION WITH FABRIC 12" REINFORCED CC PAVEMENT SECTION Eh 6" STANDARD CURB & GUTTER 6" STANDARD PCC CURB WITH CLASS A SIDEWALK CONCRETE DRIVEWAY, TYPE B WITH RADII PARALLEL CURB RAMP FOR CLASS A SIDEWALK SIDEWALK DROP CURB CURB RUNOUT FOR ALL CURBS CURB CUT DETAIL INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING RIP -RAP FLUME AT CURB CUT CONSTRUCTION NOTES: INSTALL 2" DOMESTIC WATER SERVICE TO EXISTING 8" DIP WATER MAIN PER CITY OF WATERLOO SPECIFICATIONS. INSTALL 4" SANITARY SEWER SERVICE. SLOPE MUST BE 1% OR GREATER ® TWENTY NINE (29) 10 'X 20' PARKING STALLS PROVIDED. ® TWO (2) 13' X 20' ADA COMPLIANT HANDICAP STALLS PROVIDED. ®FENCE TO BE INSTALLED 1 FT INSIDE OF ADJACENT PROPERTY LINES. UNLESS OTHERWISE NOTED. PROPOSED CANTILEVER SLIDE GATE W(o)— So 5D EXISTING SUBDRAIN W(D) — — 41.50' EXISTING 15" RCP STORM SEWER E SNG HYDRANT 438.10' PROPOSED PEDESTRIAN GATE EXISTING 24" CONCRETE_ 0 APRON FL EL: 866.195 EXISTING INTAKE RIM EL: 870.13 s1s(o) EXISTING INTAKE RIM EL: 870.12 544.85' 0) OHO C2 0 0 0 0 �O_ O_ O CO N PROPOSED CONC. STOOP 10' EXISTING SAN MH RIM EL: 870.09 PROPOSED PEDESTRIAN GATE 5' 211.25' EXISTING HYDRANT— TO BE RELOCATED W(0)---- W(D)—r---W(D So EXISTING 12'' TRUSS WARP DRIVE SANITARY SEWER sts(D) sts(D) - lS(D) 41.50' StS( StS(D) EXISTNG 24" RCP STORM SEWER 101.81' PROPOSED CHAIN LINK FENCE PROPOSED CANTILEVER SLIDE GATE I } EXISTING INTAKE Tp RIM EL: 870.56 a sr6(D) EXISTING INTAKE RIM EL: 870.55 45' ACCESS EASEMENT /7- FOR BENEFIT OF LOT 6 W(0)— — — — W(D)— So SD CP 7 1— sD1 —s EXISTING ST MH RIM EL: 869.27 L0 EXISTING 8" DIP WATER MAIN EXISTING SAN MH RIM EL: 869.54 eae i--- (D)---- 001 — —sal) — —I� —sm(D) — — _ — —sw 5D sts(D) GRAPHIC SCALE 0 30' 60' 90' N0. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacansultants.com DATE -- DATE -- CHECKED: ---- DATE. ---- APPROVED: -- DATE. ---- DESIGNED: ---- DRAWN: ---- MAGNUM TRUCKING WATERLOO, IOWA OVERALL LAYOUT PROJECT N0. 5886 SHEET N0. C.200 Page 316 of 609 1 0 I 5 I r E LOT 3 LOT 4 EXISTING 8' DIP COSTING WATER MAIN HYDRANT mrAm 145.80' -4 0 75.00' FUTURE EDGE OF ROCK 220.00' LOT 6 70.00' FUTURE EDGE OF BUILDING 75.00' ro I--- 72.30 yI FUTURE EDGE OF PAVEMENT • FASTING I7 TRUSS SANITARY SEWER CP r7000 EASrNG SUBDRAIN Aml EXISTING 15' RCP STORM SEWER EA511AG HY3RANl; 75.OD' St �S S �EX6TING —24. CONCRETE. APRON FL EL- 866195 EASTNG Nr000 RIM EL 670.13 WARP DRIVE EXISTING INT RIPE EL. 870.12 — nm DOSTOI_G_ HYDRANT TO BE RELOCATED •un--t--.Tm-----n-m- EASTIN017 TRUSS SANITARY SEWER 50 COSTING SAN MH EOM El- 870.09 SD >.a so s0 ID EXISTNG 24' RCP STORM SEWER 4AC6 I 4 d d d 0 0 EASING NIASE RIM El 87056 m FASTING NM PoM El . 870.55 \ FUTURE PROPOSED SITE PLAN LOT 7 EXISTING 8' DIP WATER MAIN EXISTING SAN AN RIM EL 669.54 CP 07001 COSTING HYDRANT — — — — —S..:q _ _ — —s.0 EXISTNG SI RIM EL 869.27 EASTNG SAN MH NM EL 868.45 COSTING NEW RIM El. 868.63 -FUTURE - PROPOSED SITE PLAN EXISTING INTAKE RIP/ EL 868.66 EXISTING HYDRANT i GRAPIIC SCALE 40 ell 120 NO. REY/SON DAIS N0 REL, 510`. 46 DAZE CGA .n..adNisber Assno.b.. Inc 16 toot Wn9fM Inerrnaloont kw&50151 NI 6.7624701 .r.,., eonconst ar.nan, DESIGNED -- DRAWN: --- CHECKED - DATE _: DATE DATE . APPROVED _— — °A'r MAGNUM TRUCKING WATERLOO, IOWA FUTURE BUILDING EXPANSION LAYOUT PLAN MICE NO 5886 SHEET N0. C„n Page 317 of 609 00 OVERALL GRADIN GENERAL GRADING NOTES 1. SLOPES SHALL NOT BE GREATER THAN 3:1 2. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 256. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 8") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. LEGEND TOC HP LP T/W B/W 2.0% TOP OF CURB HIGH POINT LOW POINT TOP OF WALL BOTTOM OF WALL PROPOSED SLOPE PROPOSED DRAINAGE PATTERN FINISHED FLOOR ELEVATIONS FINISHED FLOOR = 974.36 N -W(J) sw_ N 1 \ N 872.95 -;EGG% 00.00.7% o.o..4��o m. • =0=0=0404 EMIR_ .� o• ono o• o. o• ■■MI& .R • • • •• ■■ ■ 872.15 872.75 873 61 ........ . °% ;WENN' ' : . c'' 1 . c''• :A li" . I 1 1 Pli 872.8982 I�il Ro�� ■■■a■la■■■ - - - 873.38 --872.98 (TOC) - 870.52 W(D)- MATCH E4S11NG 870.07 SD - - - -MATCH ENISPNG 8 0.10 MATCH EMI MG 871.37 - (TOC) 869.90 MATCH E%ISIING 873.19 873.84 (TOC) 873.60 (TOC) 1.5% 872.92 (TOC)_ `rg r872.22 871.77 ri 872.35 (TOC) 871.74 (TOC) 871.187' -S (TOC) _ 870.85 ` f (TOC) 869.92 \ MATCH 042114G 872.42 869:92 ----W(D)- MATCH MISTING 869.00 MATCH EASING 873.33 (TOC) 873.94 (TOC) 874.10 (TOC), 874.36 874.30 874.25 874.00 (TOC) 872.87 (TOC) WARP DR. i S 9(D) 871.26 871.61 2.0% 2.0% w 872.57 870.34 MATCH 1)9211NG 872.56 872.90 873.02/ (TOC) 871.41 (TOC) 870.53 (D) MATCH EMI80NG- W(D)--- pr;3. 870.34 MATCH E4S11NG 870.36 MATCH 15004G \ 874.36 874.36 874.20 874.10 (TOC) (TOC) 874.61�=873 874.15 874.20 874.04 2 (TOC)873 874.19 _(TOC) -Lo -97 - 874.10 873.16 (TOC) r872.86 (TOC) .8) 3 -- 50---- SD - (TOC) 873.10 873.37 1.5% 872.82 (TOC) 873.01 (TOC) 873.38 871.16 v (TOC)-----'(TOC) 871.39 (TOC) 871.05.. W(D)- - - -MATCH E)BSPNG_ SD-}--- V MATCH IXI8SIING70.59- 870.62 MATCH 690116G - so 0I0(o) o) -W(D)- Is(0 >74,'-o-.r•wY (D)- - t - - (D) So LOT 7 W(D) - GRAPHIC SCALE 30' 60' 90' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 601-7526701 www.cgacen5ultants.com DESIGNED: ---- DRAWN: CHECKED: APPROVED: DATE -- ---- DATE - - -- DATE ---- DATE ---- MAGNUM TRUCKING WATERLOO, IOWA OVERALL GRADING PROJECT NO. 5886 SHEET NO. C.300 Page 318 of 609 GENERAL GRADING NOTES LOT 2 N 1. SLOPES SHALL NOT BE GREATER THAN 3:1 2. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( MINIMUM OF 8") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. ROUGH EARTHWORK NUMBERS CUT FILL + 30% BORROW EARTHWORK 29,512 CY 29,866 CY 353 CY GRADING LIMITS LOT 3 LOT 4 —W(D) W(0) Sal Th Sri i' 7,!•�C-�?� •rs��- �. I_ 1 MiNEEILIMAGGIMMOtirl 3. j -- - rrrTT � l J� t � a,�►l __ 1 1 ilj/U1 Lyam. 1It _��hi`S ,1 . CURRENT SITE DEVELOPMENT AREA GRAPHIC SCALE 50' 100' 150' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE: -- DRAWN: ---- DATE: CHECKED: -- DATE: ---- APPROVED: -- DATE: ---- MAGNUM TRUCKING WATERLOO, IOWA CURRENT SITE AND FUTURE DEVELOPMENT GRADING PROJECT NO. 5886 SHEET NO. C.301 Page 319 of 609 BLACK HAWK COUNTY, CITY OF WATERLOO POLLUTION PREVENTION PLAN ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A MANNER THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE SITE AS DESCRIBED BELOW. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF THE POLLUTION PREVENTION PLAN (PPP) FOR THEIR ENTIRE CONTRACT. THIS RESPONSIBILITY SHALL BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE WORK IS A SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THIS PPP. 1. SITE DESCRIPTION THIS POLLUTION PREVENTION PLAN (PPP) IS FOR THE MAGNUM TRUCKING SITE IN WATERLOO, IOWA INCLUDING REMOVALS, GRADING, PAVING, UTILITIES & BUILDING ERECTION. THIS PPP COVERS APPROXIMATELY 15.0 ACRES WITH AN ESTIMATED 15.0 ACRES BEING DISTURBED. THE PORTION OF THE PPP COVERED BY THIS CONTRACT HAS 15.0 ACRES BEING DISTURBED. THE PPP IS LOCATED IN AN AREA OF WIOTA SILTY CLAY LOAM & SPARTA LOAMY FINE SAND SOIL ASSOCIATION. REFER TO THIS SHEET, AND THE GRADING SHEET FOR LOCATIONS OF TYPICAL SLOPES, DITCH GRADES, AND MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS. A COPY OF THIS PLAN WILL BE ON FILE AT THE PROJECT ENGINEERS OFFICE. 2. POTENTIAL SOURCES OF POLLUTION SITE SOURCES OF POLLUTION GENERATED AS A RESULT OF THIS WORK RELATE TO SILTS AND SEDIMENT WHICH MAY BE TRANSPORTED AS A RESULT OF A STORM EVENT. HOWEVER, THIS PPP PROVIDES CONVEYANCE FOR OTHER NON -PROJECT RUNOFF THAT IS BEYOND THE CONTROL OF THIS PPP. POTENTIALLY THIS RUNOFF CAN CONTAIN VARIOUS POLLUTANTS RELATED TO SITE -SPECIFIC LAND USES. EXAMPLES ARE: COMMERCIAL AND INDUSTRIAL ACTIVITIES - RUNOFF FROM COMMERCIAL, INDUSTRIAL, AND COMMERCE LAND USE MAY CONTAIN CONSTITUENTS ASSOCIATED WITH THE SPECIFIC OPERATION. SUCH OPERATIONS ARE SUBJECT TO POTENTIAL LEAKS AND SPILLS WHICH COULD BE COMMINGLED WITH RUNOFF FROM THE FACILITY. POLLUTANTS ASSOCIATED WITH COMMERCIAL AND INDUSTRIAL ACTIVITIES ARE NOT READILY AVAILABLE SINCE THEY ARE TYPICALLY PROPRIETARY. 3. CONTROLS PRIOR TO BEGINNING GRADING, EXCAVATION, OR CLEARING AND GRUBBING OPERATIONS. VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION SHALL BE PRESERVED. AS AREAS REACH THEIR FINAL GRADE, ADDITIONAL SILT FENCES, SILT BASINS, COMPOST FILLED SOCKS, INTERCEPTING DITCHES, SOD FLUMES, LETDOWNS, BRIDGE EDGE DRAINS, AND EARTH DIKES SHALL BE INSTALLED AS SPECIFIED IN THE PLANS AND/OR AS REQUIRED BY THE PROJECT ENGINEER. THIS WILL INCLUDE USING SILT FENCE OR EQUIVALENT AS DITCH CHECKS AND TO PROTECT INTAKES. TEMPORARY STABILIZING MULCH SHALL BE COMPLETED AS THE DISTURBED AREAS ARE CONSTRUCTED. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS (0/14 DAY RULE). OTHER STABILIZING METHODS SHALL BE USED OUTSIDE THE SEEDING PERIOD. THIS WORK SHALL BE DONE IN ACCORDANCE WITH SECTION 9040 "EROSION CONTROL" OF THE URBAN STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENT (SUDAS). AS THE WORK PROGRESSES, ADDITIONAL EROSION CONTROL ITEMS SUCH AS STRAW BALE BARRIER, SEDIMENT TRAPS, AND OTHER APPROPRIATE MEASURES SHALL BE INSTALLED BY THE PRIME OR SUBCONTRACTOR AS DETERMINED BY THE ENGINEER AFTER FIELD INVESTIGATION. THE CONSTRUCTION WILL BE COMPLETED WITH THE ESTABLISHMENT OF PERMANENT PERENNIAL VEGETATION OF ALL DISTURBED AREAS. 4. OTHER CONTROLS CONTRACTOR DISPOSAL OF UNUSED CONSTRUCTION MATERIALS AND CONSTRUCTION MATERIAL WASTES SHALL COMPLY WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEM REGULATIONS. IN THE EVENT OF A CONFLICT WITH OTHER GOVERNMENTAL LAWS, RULES AND REGULATIONS, THE MORE RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY. 5. APPROVED STATE OR LOCAL PLANS DURING THE COURSE OF THIS CONSTRUCTION, IT IS POSSIBLE THAT SITUATIONS WILL ARISE WHERE UNKNOWN MATERIALS WILL BE ENCOUNTERED. WHEN SUCH SITUATIONS ARE ENCOUNTERED, THEY WILL BE HANDLED ACCORDING TO ALL FEDERAL, STATE AND LOCAL REGULATIONS IN EFFECT AT THE TIME. 6. MAINTENANCE THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES IN PROPER WORKING ORDER, INCLUDING CLEARING, REPAIRING, OR REPLACING THEM THROUGHOUT THE CONTRACT PERIOD. CLEANING OF SILT CONTROL DEVICES SHALL BEGIN WHEN THE FEATURES HAVE LOST 50% OF THEIR CAPACITY. 7. INSPECTIONS INSPECTIONS SHALL BE MADE JOINTLY BY THE CONTRACTOR AND THE CONTRACTING AUTHORITY EVERY SEVEN CALENDAR DAYS. THE CONTRACTOR SHALL IMMEDIATELY BEGIN CORRECTIVE ACTION ON ALL DEFICIENCIES FOUND. THE FINDINGS OF THIS INSPECTION SHALL BE RECORDED IN THE PROJECT DIARY. THIS PPP MAY BE REVISED BASED ON THE FINDINGS OF THE INSPECTION. THE CONTRACTOR SHALL IMPLEMENT ALL REVISIONS. ALL CORRECTIVE ACTIONS SHALL BE COMPLETED WITHIN 3 CALENDAR DAYS OF THE INSPECTION. 8. NON -STORM DISCHARGES THIS INCLUDES SUBSURFACE DRAINS (I.E. LONGITUDINAL AND STANDARD SUBDRAINS), SLOPE DRAINS AND BRIDGE END DRAINS. THE VELOCITY OF THE DISCHARGE FROM THESE FEATURES MAY BE CONTROLLED BY THE USE OF PATIO BLOCKS, CLASS A STONE OR EROSION STONE. 9. GENERAL NOTES A. THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN (SWPPP), BUT RATHER A PART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR. IT IS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR AND EPA GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES, CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP. ALL EROSION CONTROL ITEMS EXCEPT THE TURF REINFORCEMENT MAT SHALL BE REMOVED AT THE END OF THE PROJECT. B. ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED FOR A PERIOD EXCEEDING 14 CALENDAR DAYS (0/14 DAY RULE) MUST BE SEEDED OR OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES BY THE 14TH CALENDAR DAY (0/14 DAY RULE) AFTER STOCK PILING. STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER. C. THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL POLLUTION INCLUDING FUELING AREA, PORTABLE SANITARY FACILITIES, WASTE DEPOSITORY AREAS (DUMPSTER LOCATIONS), AND OTHER POLLUTION SOURCES. ALL AREAS WHERE CONCRETE TRUCKS ARE WASHED OUT SHALL BE DEFINED AND CONTAINED ON SITE. CONCRETE WASHOUT AREA SHALL BE CLEARLY MARKED AND THE CONTRACTOR SHALL CLEAN OUT THIS AREA PRIOR TO FINALIZING THE PROJECT (INCIDENTAL). ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. D. CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT, VEHICLES, AND PLANTING OPERATIONS DO NOT DISTURB OR DAMAGE EXISTING GRADES, WALLS, DRIVES, PAVEMENT, UTILITIES, PLANTS, LAWNS, IRRIGATION SYSTEMS, AND OTHER FACILITIES. REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM, WITHOUT ADDITIONAL COMPENSATION. E. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH, SILTATION, OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR PREVENTION. POLLUTION PREVENTION PLAN LEGEND: OA INSTALL SILT FENCE OR COMPOST FILLED SOCK - TO BE REMOVED AT THE END OF THE PROJECT. O INSTALL INLET PROTECTION - TO BE REMOVED AT THE END OF THE PROJECT. C I THE PROJECT. NSTALL CONCRETE WASH OUT AREA - TO BE REMOVED & RESTORED AT THE END OF O INSTALL EXCELSIOR MATT O INSTALL STABILIZED CONSTRUCTION ENTRANCE. O PIPE OUTLET EROSION PROTECTION - INSTALL PER SUDAS 9040.110 CLASS E RIP -RAP O INSTALL COMPOST TUBE SOCK - TO BE REMOVED AT END OF PROJECT - INSTALL PER SUDAS 9040.102 F•.�.P ia®1• =■ ••mu• WINN 1111 MUNN ■MMEN iY •_•_•_•Im o■ GRAPHIC SCALE 0 60 120' 180' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 w.wi.cgaconsultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: -- DATE. ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA STORM WATER PREVENTION AND POLLUTION PLAN PROJECT NO. 5886 SHEET NO. C.310 Page 320 of 609 LANDSCAPE NOTES: 1. PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BASING BID ACCORDINGLY. 2. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED. 3. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260-2004, OR MOST RECENT EDITION. 4. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE ENGINEER. 5. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 6. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE ENGINEER FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 7. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON DRAWINGS. 8. TAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 9. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SODDED WITH TYPE 1 LAWN MIXTURE AS APPROVED BY THE OWNER. PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY. SIZE Deciduous Overstory Trees AR Acer rubrum Red Maple 3 1" Container or 2" BB PT Populus tremuloides Quaking Aspen 2 6' CNT Evergreen Trees AC Abies concolor Concolor Fir 4 4' B&B Ornamental Trees SR Syringa reticula Ivory Silk' Ivory Silk Japanese Tree Lilac 3 1.5" BB Shrubs BGM Buxus x'Green Mountain' Green Mountain Boxwood 6 #5 CNT SB Forsythia x intermedia' lynnwood' Lynnwod Gold Forsythia 5 3.5" POT Perennials & Grasses CA Calamagrostis x acutiflora 'Karl Foerster Karl Foerster Grass 10 #1 (3' tall x 3' wide) PV Panicum virgatum Switchgrass 8 #1 (5' tall x 3' wide) MS Miscanthus sinensis purpurascens Purple Flame Grass 30 #1 (5' tall x 3' wide) GRAPHIC SCALE 0 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50156 Ph 601-7526701 www.cgacansultants.com DESIGNED: ---- DATE. -- DRAWN: ---- DATE. -- CHECKED: ---- APPROVED: -- DATE. ---- MAGNUM TRUCKING WATERLOO, IOWA LANDSCAPING PLAN PROJECT NO. 5886 SHEET NO. C.400 Page 321 of 609 N) N ELEV. N) 00 N) 00 t) 6' CONC. STOOP W/- STEPS (V.I.F.) 0 8'-6" X 25' 33'-4g" 30' WATER FOUNTAIN W/BOTTLE FILLER BREAK ROOM ENTRY AREA 8 CONFERENCE MAIN FLOOR PLAN SCALE: 1/8" = 1'-0" Final Set For Construction • (108) OFFICE 16' iD MECH 18' RAMP (102) SEE L.S. PLAN FOR INTERIOR DIMENSIONS GUARD RAILING METAL STAIRCASE W/LANDING MENS 6 0 8'-6„ Ln LOCKERS LOCKERS CLEAR FLOOR SPACE 2'-6"x4'-0" MIN. AT SINK & URNINAL (VERIFY WITH CODE) CLEAR FLOOR SPACE 5'-0"x8'-0" MIN. (VERIFY WITH CODE) L.S. FLOOR PLAN SCALE: 1/4 = 1'-0" (166 ) GUARD RAILING - VERIFY LOCATION ON SITE NOTE: WALL NEEDS TO BE 1 HOUR (NO FIRE SUPPRESSION SYSTEM REQ'D DUE TO WALL RATING BETWEEN SPACES) GUARD RAILING - VERIFY LOCATION ON SITE VIEWING WINDOW VERIFY LOCATION (VERIFY FIRE RATING FOR 1 HOUR WALL RATING) 0 O • Dime' I I O Ong 9 I� 0 I1 I METAL STAIRCASE W/LANDING ELEV. (123 ) (142) RETAINING WALL 0 111 0 (124) DOCK LEVELER W/PIT (156) (143) (144 ) 198' (157 ) O (158 ) 8" CONC. SLAB ELEV. = 100'-0" (145) (146) (159 ) 5/8" PLYWOOD BACKING BETWEEN DOCK DOORS WHERE THERE IS NO COLUMN (147 ) (160 ) (148) O (161 ) O (162) (149) (150 ) (163) (151 ) O (164) GUARD RAILING TO EACH SIDE OF DOOR - VERIFY LOCATION ON SITE (152) Proj ■ E 0) E 0 2 Josiah Scull N N 0 N cc Fax 605-348-4041 CeII 605-209-0169 co C'7 I CY) O co U 0 05 L_ �-J V Z spE r i N z� LLJ Q m A1.1 Drawing Number Page 322 of 609 �s 98'-0" 96'-0" 99'-4" SSR ROOF SYSTEM A100'-0" F.F. ELEV. 114'-0" 3/8" 3/8" 6 104'-0" 3'-0" CANOPY 3/8" 1'-0" REFINISHED METAL WALL PANEL 3'-0" CANOPY (4\EXTERIOR ELEVATION A2.1 SCALE 1/8" = 1'-0" 6.2 6.1 O (A ) 3/8" 6 PREFINISHED METAL WALL PANEL 1' 08'- II W1 114'—O" STONE LINTEL 104'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SPLITFACED BRICK VENEER (3\EXTERIOR ELEVATION "k2.1 SCALE 1/8" = 1'-0" RED/GREEN LIGHTS 0 ALONGSIDE DOORS 100'-0" F.F. ELEV. 99'-4" 96'-0" 98'—O" 0 0 0 c METAL STAIRCASE W/LANDING ( 164) ( 163) D 67) CI ( 161) 0 (160) CI ( 159) D (T573) 157 0 (156) CI _ (121) 0 ( 123) ( 1 66 ) CI 0 0 PREFINISHED METAL WALL PANEL 114'-0" 4,1 108'-0" 104'-0" 4,1 4,1 STONE LINTEL . STONE LINTEL 100'-0" F.F. ELEV. SPLITFACED BRICK VENEER 96'-0" (100 0 0 RED/GREEN LIGHTS / ALONGSIDE DOORS (142 ) 0 (143 ) CI (2\EXTERIOR ELEVATION A2.1 SCALE 1/8" = 1'-0" (144 ) CI (145 ) CI 0 (146 ) CI J x-SSR ROOF SYSTEM (147 ) 0 EXTERIOR ELEVATION SCALE 1/8" = 1'-0" (148 ) 0 L_ RAMP (149 ) CI J �SPLITFACED BRICK VENEER 96'-0" (150 ) 0 CI 0 100'-0" F.F. ELEV. iW METAL STAIRCASE /LANDING Final Set For Construction O ^5 W CC 0 U N a) 0 a) c 0 0 z Project Number 202201 7 E 0 2 N N 0 N co ■ U 0 U-rn° 0 U U Josiah Scull Fax 605-348-4041 CeII 605-209-0169 c 0 Te. ^/ W W 0 X W A2.1 Drawing Number Page 323 of 609 3x3x1/4" EDGE ANGLE D BOLLARD AT TRUCK DOCK DOORS 1'-0" THICKENED EDGE 2"" RIGID INSULATION DOCK DOOR EDGE DETAIL SCALE 1" = 1'-0" 96'-0" ARCH METAL ROOF PANEL (NBVP) METAL TRUSSES SOFFIT PANEL 108'-0" T.O.B. AIR INFILTRATION BARRIER- 7/8" HORZ. HAT CHANNEL 4" CONT. PERFORATED INSUL. PINCHED BEHIND PANEL PRE -FINISHED METAL WALL PANEL PRE -FINISHED METAL BASE TRIM STONE LINTEL 1/2" FIRE TREATED PLYWOOD EXTERIOR GRADE GYP. SHEATHING AIR INFILTRATION BARRIER 3/4" RIGID INSUL. 1/2" AIR SPACE BRICK VENEER 104'-0" 100'-0" F.F. ELEV. 96'-6" 95'-6" 12 d 3' OVERHANG DOCK DOOR SEAL AIL 100'-0" F.F. ELEV. 92'-6" 7 4" UNF OVER PERLINS W/8.5" UNF BETWEEN BANDING & VAPOR BARRIER (FALL PROTECTION) cA) 3/8" 1 —0" ttt►ttttttttttttt '1lttttttttttt.tttttttttttttt��t��tt���ttt�tt��t� ttt�tt-tt���r ���tttt�ttttt�ttt Ark Al ttlttt tttttt�tt�tj���t�tttt�t�t�t�t�t�tA�t�t�t�t�t�t�t�t�t�t1��.11/ A��.��1.��.1A.1.1.1►�.�.1AY.���.�A�������.�����t%iw����1.�1.��.1.���`����1.���������Ar1 INTERIOR DOOR BOLLARDS ® EACH DOOR 8»CONCRETE SLAB 2" RIGID INSULATION 8" POURED FOUNDATION, RE: STRUCT. DWG'S • 91 BLOWN -IN INSUL. 5/8" GYP. BD. CEILING 6" STEEL STUDS ® 16" 0.C. W/ MIN. R-19 GLASS-BATT INSUL. 5/8" GYP. BD. 6 MIL. VAPOR BARRIER TAPE SEAMS AND OVERLAP MIN. 2 STUDS TERMINATION BAR DRAINAGE MAT SILL SEALER 4"CONCRETE SLAB 2" RIGID INSULATION FOUNDATION & FOOTING, RE: STRUCT. DWG'S VESTIBULE WALL SECTION SCALE 1/2" = 1'-0" FOUNDATION & FOOTING BEYOND FOR COLUMNS, RE: STRUCT. DWG'S 3' OVERHANG DOCK DOOR SEAL BEYOND AIL 100'-0" F.F. ELEV. s 1 107'-5 1 /4" �, A.F.F. BLOCKING . 104'-0" A.F.F. BLOCKING /u u 9.5" INSULATION W/6 MIL. POLY & THERM TAPE OUTSIDE FACE OF GIRTS (FULL HEIGHT LINER PANELS) (iBUILDING SECTION "k3.1 SCALE 1/4" = 1'-0" 2x4 WOOD BLOCKING ATTACH TO GIRTS 5/8" PLYWOOD FOR BACKING SUPPORT 2x4 WOOD BLOCKING ATTACH TO GIRTS INTERIOR DOOR BOLLARDS BEYOND WALL BACKING SECTION SCALE 1/2" = 1'-0" 114'-0" 3' OVERHANG STRUCTURAL SPANDREL BEAM (BY VP) STEEL STUDS ATTACH TO BEAM 110'-0" BEAM 109'-0" CLG. HGT. 6" STEEL STUDS © 16" 0.C. W/ MIN. R-19 GLASS-BATT INSUL. AIR INFILTRATION BARRIER 7/8" HORZ. HAT CHANNEL 4" CONT. PERFORATED INSUL. PINCHED BEHIND PANEL PRE -FINISHED METAL WALL PANEL PRE -FINISHED METAL BASE TRIM 104'-0" STONE LINTEL 5/8" FIRE TREATED PLYWOOD EXTERIOR GRADE GYP. SHEATHING AIR INFILTRATION BARRIER 3/4" RIGID INSUL. 1/2" AIR SPACE BRICK VENEER 100'-0" F.F. ELEV. 96'-6" 95'-6" 4 t • 1 1 1 1 GYP. BD. 6 MIL. VAPOR BARRIER TAPE SEAMS AND OVERLAP MIN. 2 STUDS TERMINATION BAR DRAINAGE MAT SILL SEALER 4 4 M d 4 a 4"CONCRETE SLAB 2" RIGID INSULATION FOUNDATION & FOOTING, RE: STRUCT. DWG'S ° a 4 ° OFFICE WALL SECTION SCALE 1/2" = 1'-0" ACT • Z. Final Set For Construction c 0 W cC 0 0_ 0 N 0 0 0 c 0 0 z Project Number 202201 E 0 C a as E 0 E z 0 I..L a_ 2 ■ U Josiah Scull Fax 605-348-4041 CeII 605-209-0169 co M co C) L) U 0 c ■ CO cri J J 0 fl U V J 2 i z� w 0 2 m A3.1 1'-0" 3/8" Drawing Number Page 324 of 609 RETAINING WALL, SEE TYPICAL RETAINING WALL SECTIONS AND CIVIL DWGS FOR ADD'L DETAILSi. A 0001111118 t'R ° F E S SI° ���I', ����Oe••"'•••-1 �• •(-- •• -EG. NO. •• . •• 6041 i ' • v ,<F�i• �• 0 ••••••••• ��I �n i izz �// ,�� 61111111110* ID 0 0 4 198 -0" 0 6'-0" Al0 8'-6" 25'-0" 16'-0" Al6 26'-0" 26'-0" 26'-0" 26'-0" 27'-0" 26'-0" 5'-0" ��� 4'-8" O O �` c<` F` F �` �� �� �� �� �< i?O"' % O,o+"?cP% 00 SIM 1 O C' �G ��'� ��` GQ OA Q ,�O O , 0"' %?p"' %OS"' >, 6',, �76"' �G es (<, C_, GQ 0 O,o+O� CO O �u' C' 04 +p ° O +0 C� p +r, o .o �,. O �'," O .o �,, O ,o O, O Q ,�O 3 O `-'0, C' `-'0, C' O C' O C' 7,-) C' r- III I. Albertson Engineering Inc. 3202 W. MAIN,SUITE C RAPID CITY, SD57702 605.343.9606 6" TYP p0o�C' 4 G�OQO,7i5 �p,-wo TOF 'p,'LC, p0�'i `l,G `OQ (j S5.1 p.'LC, S5.1 A A c�,�, - — zi-- I "� —— 4- "i A oo F,p A S5.1 'A —C<Ks'cs A A A '—Z— 'f' — — F) 'ss,i, -'r —— II— A C GL1i LL_LL1 iL1 ei Ll II A (B)i �_ _ _ 7 2 , 92 I , , I , I row I I „ 1 2 FND WALL J _ T -1-7— T -I- J O T T 6 O T T O I J T T 100' o" T T OC 3'-10" 1'-6" O TOF L____ Q O // / IM 1 I sr, ,o �, F 0 z SIM ___J 94'-0" - S5.1 TYP DOORS @ OH UNO (D) S5.1 I To°ti N 8" FND WALL Arco 5'-0" 4'-0" 96 oF� // o TOF I 7p /� 9 CONSULTANT Cc'.I ,G� 96'-0� I O 00' 4" SLAB 8" SLAB 1 8 1 1 S5.1 O� 76,," iO + '� �A 0 '' O TOW > S5.1 RECESS FOR DOCK LEVELER, COORDIN TE G ��,. �Q� Q� p 7�j C'O I O•,'1'C/ I c� I 100'-0" I J FINAL DIMENSIONS DOCK LEVELER MFR V// TIE BEAM, SCHEDULE SEE TIE BEAM AND DETAIL #6 HAIRPIN, SEE ENLARGED DETAIL ON SHEET ADD'L DETAILS, TYP 36.1 FOR L Q� �G ,\po O • NOC'OQ t\o ® \ ySS S5.1 1 �� 1541 B GO •O O oo, oNG P s Xs� l (A) 1 I ss 5'�5 N 1 r —F'\�,0z \ ' OQ 96 0 J @._ — — VESTIBULE, SEE I _ _ _ ENLARGED VESTIBULE o 0 0 0 0 0 0 0 0 o I I I PLAN ON SHEET I S2.1 m a� m a� rn m a� rn m a� rn m o� rn 8" CONC SLAB ON GRADE m a a� rn m rn Co I I I I I J 8" FND WALL H II m 0 ~ + +il m 0 ~ „ ~ ,I m 0 ~ + - + i� m 0 W/ #5 @ 18"0C CENTERED0 EACH WAY ~ - „ m -1 ~ +— -II m 0 METAL STAIRS SEE ENLARGED STAIR I PLAN ON SHEET S2.1 @_:3 t— — — l I HsS 5 X5'41„ TOC I \ 'yS o �S� J I J $100'-0" s g �4„ , -. TpA96 PROJECT IDEN: Co \AS TOC �cA MAGNUM TRUCKING FACILITY AEI PROJECT NO 2022-096 BOX ELDER, SOUTH DAKOTA o 100'-0° 10 FR 0 \ B + + I 1 SO Q\Q,Q- 1 ICENTERED 4" CONC SLAB W/ #4 @ 24"OC ON GRADE EACH WAY ''� r" I 6 ,, 4 GO\' �G 0,0 ''O� SIM KA) SLAB JOINT, TYP UNO TOW 6',, is A7 4, C' A QQ, +0`1.�00 1 4" SLAB 8" SLAB $ 100 \ Op,F,��, f\ INN 1 • 2 I0 KID) O-, S5.0 TOF N TOF Q TOF 96'-0" 1'-7" 96'-0" 9" TOF _ 1'-4" 1' 8" 92'-0" z i i // 94'-0" o - 9 !i z0 1 S5.1 Or 2 O� O TYP OH O TOW 1 L OC @ L L � KB �� L_ SIM J L� J L J L J L J L. �,� L J ISSUE BLOCK: _—_ — — nI r / f fr"F T 1 TT 1: I:I rf fr fr"F T 1:' I:I I:I :1 > la I:I I:I rf tr ' NO ISSUE TYPE ISSUE DATE CD \ D — —I— _—.\Q' K4 SIM L J c�0, 'p,, cep, \ A > c'p, 5 �'6,, TO F� Os A ) 76 1 �t�Q' — Q +p A +p +p A A 3 +p + 92'-0" + 4 S5.1 �'D,, A 0',, A + gyp,, A G \. G GO Off S5.1 GO O? Q? ,, G p Q$ G '' = 4 -8 cD% 0 F� T OA, .0 O.O D,, c,, 0 F� O F� T OA, .0 T OA, .0 O'o CO O'o c0 �,, S5.1 C' F4 C' F4 0 F/i T OA, .0 T OA, .0 1, OA, 6 O'o CO O'o c0 OA CO 0 1, O,L Om- F4 c0 l<' Q•+ ti� 6) l<,, r593 p0 ,\ Q + t 'pQ `lbog C',p O 7p /� O' 'Q o,, L',p L',p 7p /< 70 /� <' O' 'Q O' 'Q o,, o,, L',p C',p OA 7p // 7p /� 7p 4‹. O' 'Q O' 'Q O' 'Q o,, 0,, 0,, L',p 7p �% O' 'Q 0,, 0 © © _/_ 4 0 6 RETAINING WALL, SEE TYPICAL RETAINING WALL SECTIONS AND CIVIL DWGS FOR ADD'L DETAILS 0 8 9 z = FOUNDATION PLAN a° 1 SCALE: Y8"=1'-0" GENERAL SHEET NOTES SHEET LEGEND MANAGEMENT: FOUNDATION & FLOOR SLAB PLAN NOTES PROJECT NO: 22-096 DRAWN BY: JRK • CENTER STOOPS ON OPENINGS UNLESS SHOWN OTHERWISE. SEE ARCHITECTURAL • PROVIDE VAPOR RETARDER BELOW 4" CONCRETE SLAB ON GRADE xx" xx" • SEE SHEETS SO.1 FOR GENERAL STRUCTURAL NOTES WITHIN THE ENTRY AND OFFICE AREAS. VAPOR RETARDER NOT DRAWINGS FOR EXACT LOCATIONS. REQUIRED BELOW 8" CONCRETE SLABS IN THE WAREHOUSE AREAS. < • > DENOTES CHANGE IN SLAB THICKNESS OR PHASE OF PROJECT FOOTING SCHEDULE CHECKED BY: DELDENOTES CONCRETE SLAB CONTROL • VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL, CIVIL, • MECHANICAL & EQUIPMENT PADS NOT SHOWN, SEE MECHANICAL DRAWINGS FOR SIZE co JOINTS (SJ) MARK FTG SIZE (L x W x D) REINFORCING REMARKS MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE CONSTRUCTION & LOCATION. COMMENCES. 0 DENOTES FOOTING, SEE PLAN & SCHEDULE (A) CONT x 2' - 0" x 1' - 0" (3) #5 CONT (W/ CORNERS) BOTTOM SHEET TITLE: FOUNDATION PLAN • SEE ARCHITECTURAL DRAWINGS FOR ALL VERTICAL & HORIZONTAL RIGID INSULATION • ELEVATIONS ON THE STRUCTURAL DRAWINGS REFER TO THE TOP OF REQUIREMENTS. CONCRETE REFERENCE ELEVATION SET AT 100' -0" (MAIN FLOOR) = CIVIL (B) 3' - 0" x 3' - 0" x 1' - 0" (3) #5 EACH WAY BOTTOM ELEVATION 3109.30'. • FOR FOOTING SIZE AND REINFORCING REQUIREMENTS, SEE FOOTING SCHEDULE ON SLOPE DENOTES DIRECTION OF SLOPE IN CONCRETE SLAB C O 6 0 x 6 0 x 1 0" (7) #5 EACH WAY BOTTOM THIS SHEET. • CENTERLINE OF FOOTING SHALL COINCIDE WITH THE FOUNDATION WALL, PIER, AND COLUMN CENTERLINE UNLESS SHOWN OTHERWISE. • ANCHOR BOLTS ON PRE-ENGINEERED METAL BUILDING (PEMB) SHALL BE SIZED BY THE +F++ COLUMN AND / OR PIER SIZE, SEE PIER SCHEDULE ON SHEET (D) CONT x 6' - 0" x 1' - 0" SEE DETAILS SEE DETAILS ANCHORDENOTES • CAST -IN -PLACE FOUNDATION WALL REINFORCING SHALL BE CONTINUOUS BOLTS SHALL BE ASTM A36, AND SHALL HAVE A 3%2" MINIMUM DIMENSION FROM AROUND CORNERS. EXTERIOR FACE OF CONCRETE TO CENTERLINE OF BOLT AND SHALL BE SPACED NO SERIES S6.x. TIGHTERTHAN CENTER. PEMB DESIGN SHALL ACCOUNT THIS • ALL TOP OF PIER ELEVATIONS SHALL BE 100'-0" UNLESS NOTED REQUIREMENT (N/A REGARD TO JAMB COLUMNS). BIDDING WITH OPENING FOR TB1 DENOTES TIE BEAM, SEE PLAN & SCHEDULE TIE BEAM SCHEDULE OTHERWISE. PURPOSES, PROVIDE THE MINIMUM EMBEDMENT LENGTHS INDICATED BELOW FOR ALL • BACKFILL & COMPACT BOTH SIDES OF FOUNDATION WALLS ANCHORS. PRIOR TO FOUNDATION CONSTRUCTION FINAL BOLT EMBEDMENT SHALL BE MARK SIZE REINFORCING REMARKS VERIFIED AND/OR MODIFIED BY ALBERTSON ENGINEERING, INC. BASED UPON FINAL SIMULTANEOUSLY. SEALED DRAWINGS PROVIDED BY THE PEMB MANUFACTURER: TB1 8" x 20" (2) #8 CONT 6'-0" MIN LAP, SEE NOTE • SLAB ON GRADE CONTROL JOINTS SHALL BE TOOLED OR SAWCUT. THE ANCHOR DIAMETER EMBEDMENT NOTE: JOINT PATTERN SHALL BE APPROXIMATELY SQUARE AS SHOWN AND Y2" 12" LIMITED TO AN AREA NOT TO EXCEED 225S.F. (JOINTS TO BE CUT WITHIN 8 e HOURS OF POURING SLAB, MAXIMUM) /8" 18" %4" 24" • PROVIDE MECH REBAR SPLICES OR MIN LAP AS INDICATED. SPLICES TO BE STAGGERED. MAINTAIN MIN 2" CLEAR COVER AROUND MECH SPLICES. • FOR TYPICAL SLAB JOINTS, SEE SHEET SERIES S6.x. 7/8" 30" 1" 36" • SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN > 1" 42" SHEET IDENTIFICATION: LOCATIONS IN FLOOR SLABS. PROVIDE #4x36" DOWELS AT 24" ON CENTER ALONG ALL SLAB • ALL PIER AND FOOTING SIZES MUST BE VERIFIED BY ENGINEER OF RECORD BASED ON • CONSTRUCTION JOINTS. FINAL PEMB DRAWINGS PRIOR TO CASTING FOOTINGS AND PIERS. • • S 1 . 1 • SEE CIVIL DRAWINGS FOR EXTERIOR GRADES. • SEE SHEETSERIES S6.x FOR CONCRETE PIER SCHEDULE. FOR TYPICAL FOUNDATION RELATED DETAILS SEE SHEET SERIES S6.x, INCLUDING BUT TIE BEAM • • WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND NOT LIMITED TO TYPICAL PIPE CROSSING DETAIL, AND TYPICAL EQUIPMENT PAD THROUGH CONCRETE PIERS. DETAILS. 04 OF 08 1 2 3 4 Page 325 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Director Human Resources Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving the Professional Services Agreement with Gov HR, USA, for a Compensation and Classification Study for non -bargaining employees, in an amount not to exceed, $28,500.00, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Gov HR Professional Services Contract Page 326 of 609 Page 327 of 609 GovHR USA GOVTEMPS USA CONTRACT WATERLOO, IOWA and GovHR USA, LLC The City of Waterloo agrees to retain GovHR USA, LLC ("GovHR") to conduct a Classification and Compensation Study in accordance with GovHR's proposal dated April 3, 2023. The terms of the proposal are incorporated herein and shall become a part of this contract. Total Cost: $28,500 Payment Terms: 40% of the professional fees ($11,400) will be due after the initial project meeting, 40% ($11,400) after delivery of the preliminary findings approximately 10 weeks into the Study, and the balance of fees ($5,700) will be billed after the Study is completed. Invoices will be sent to the City and are payable within 30 days of receipt. ACCEPTED: WATERLOO, IOWA By: Title: Date: Billing Contact: Billing Email: GovHR USA, LLC By: Title: Date: 630 Dundee Road, Suite 225, Northbrook, IL 60062 847.380.3240 I GovHRusa.com EXECUTIVE RECRUITMENT INTERIM STAFFING MANAGEMENT AND HUMAN RESOURCE CONSULTING Page 328 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Greg Ahlhelm, Building Offical Building Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving award of bid to Trane U.S. Inc., of Clive, Iowa, in the amount of $626,245.00, approving the contract, bond, and certificate of insurance, in conjunction with the Trane Temperature Controls Update of all city buildings, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Trane U.S. Inc„ is our current vendor for temperature controls for all City Buildings. This project will consist of needed upgrades to the temperature controls due to old and obsolete controllers , elimination of pneumatic controls, securing remote access and remote service support for all City Buildings. This will provide the City of Waterloo with the capability to significantly reduce operating costs and improve comfort conditions in our facilities. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES GO Bond Monies ALTERNATIVE ACTION LEGAL DESCRIPTION Page 329 of 609 ATTACHMENTS 1. Trane Temp Control Contract Page 330 of 609 TRAIVE" Trane Temperature Controls Proposal Proposal For: City Of Waterloo Local Trane Office: Trane U.S. Inc. 2220 NW 108th Street Clive, IA 50325 Local Trane Representative: Doug Stephens E-mail: ddstephens@trane.com Cell: (319) 533-4052 Office Phone: (515) 270-0004 Proposal ID: 3138821 Omnia Partners Quote Number: R5-JoZAAW-22-001 Date: November 17, 2022 ©2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 1 of 13 Page 331 of 609 Proposal ID: 3138821 TRANE TURNKEY PROPOSAL Executive Summary Trane is pleased to present a solution to help City of Waterloo reach its performance goals and objectives. This proposed project will enhance your operation by helping you to optimize your resources, improve the comfort in your facilities, and reduce energy costs. We appreciate the effort from City of Waterloo to assist in the HVAC system analysis and business discussions. Because of your efforts, we were able to develop a proposal that offers building automation systems to eliminate much of your obsolete DDC and pneumatic controls, Based on Trane system knowledge and application expertise we have developed a scope of work and proposal for each of (8) City buildings. As your partner, Trane is committed to providing building automation systems to help achieve a comfortable building environment for the people who occupy the building. For the people who own, manage and maintain the building, Trane is committed to providing reliable HVAC systems and products that improve performance. Some key features and benefits City of Waterloo should expect from this project are highlighted below. • Elimination of old and obsolete controllers and cybersecurity risks due to obsolete network controllers. • Elimination of pneumatic controls • Cloud -based Enterprise level management of buildings for centralized alarming, dashboards, and scheduling. • Provide secure remote access and remote service support. • Ability to easily integrate building power meters for energy management and demand limiting. • Ability to provide an 'add on' package for centralized maintenance management/work order management if desired by the City of Waterloo. • Updated control systems are fully BACnet compatible • All pricing adheres to the Omnia Partners Purchasing Cooperative Trane appreciates the opportunity to earn your business. This investment will provide City of Waterloo with the capability to significantly reduce operating costs and improve comfort conditions in your facility. We look forward to partnering with City of Waterloo for your building automation and HVAC needs. I will be contacting you soon to discuss the proposal and to schedule the next steps WE VALUE THE CONFIDENCE YOU HAVE PLACED IN TRANE AND LOOK FORWARD TO PARTNERING WITH YOU. Doug Stephens Trane U.S. Inc. © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 2 of 13 Page 332 of 609 Proposal ID: 3138821 Prepared For: City Of Waterloo Job Name: City of Waterloo Tracer Migration Delivery Terms: Freight Allowed and Prepaid — F.O.B Factory TRANS` Date: November 17, 2022 Proposal Number: 3138821 Payment Terms: Net 30 Proposal Expiration Date: 30 Days Scope of Work "Scope of Work" and notations within are based on the following negotiated scope of work with City of Waterloo and based on the site surveys performed on 10/19/2022 and 10/26/2022. City Hall Summary: Replace existing Niagara controller with Tracer SC+, replace all existing obsolete/proprietary DX- 9100 controllers with current BACnet programmable controllers. Connect updated control system to new Ensemble Cloud Enterprise BAS. Existing end devices that are compatible with the new programmable controllers will remain and any failed devices will be noted. Repair or replacement of failed end devices is not included. Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller • Provide and setup licensing for Tracer devices • Provide and install (7) Programmable UC controller to replace the existing/obsolete DX-9100 controllers that serve the existing AHU-1, 2, 3, 4, 5, 6, A, C. The Boiler Room Controller, Chiller, AHU-B, and VAV boxes will remain and are already new/current BACnet controllers. Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace BLX JACE with Tracer SC+. • Provide and install (7) new Tracer UC600/UC400 controllers and expansion I/O to replace existing DX- 9100 controllers. The existing DX-9100 controllers are obsolete and replacement parts or panels are no longer available. These controllers also have a proprietary communication protocol (not compatible with non-JCI systems). • Control System Programming & Graphics (equipment graphics for AHU's, VAVs, HW/CW loop system graphics, and building floorplan graphics). • Commissioning and checkout of now head end controller, new programmable controllers, and user interface • 1st year warranty on newly installed Tracer SC and UC controllers. • Owner Control System Operational Training 'Temperature Controls Upgrade Price -• City Hall Total Net Price (Excluding Sales Tax) $ 91,375.00 ® 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 3 of 13 Page 333 of 609 Proposal ID: 3138821 Youth Pavilion/Center for the Arts Summary: Replace existing JCI NAE controller with Tracer SC+, replace all existing obsolete/proprietary DX- 9100 controllers with current BACnet programmable controllers, replace all existing obsolete/proprietary VAV controllers with current BACnet VAV controllers. Connect updated control system to new Ensemble Cloud Enterprise BAS. Existing end devices that are compatible with the new programmable controllers will remain and any failed devices will be noted. Repair or replacement of failed end devices is not included. Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller • Provide and install (19) Programmable UC controllers and expansion I/O to replace the existing/obsolete DX-9100 controllers that serve the existing Arts AHU-1-3, and 5-11, BC-1 thru 3, RTU- 1 & 2, Arts Boiler Room and Youth Pavilion Boiler Room, Chiller Room, AHU-9, and Lighting Control. • Provide and install (22) retrofit VAV controllers with new damper actuators and new zone sensors Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace NAE with Tracer SC+. • Provide and install (19) new Tracer UC600/UC400 controllers and expansion I/O to replace existing DX- 9100 controllers. The existing DX-9100 controllers are obsolete and replacement parts or panels are no longer available. These controllers also have a proprietary communication protocol (not compatible with non-JCI systems). • Provide and install (22) new BACnet VAV controllers and zone sensors to replace existing AS-VAV controllers. The existing AS-VAV controllers are obsolete and replacement parts or panels are no longer available. These controllers also have a proprietary communication protocol (not compatible with non-JCI systems). • Control System Programming & Graphics (equipment graphics for RTU's, Blower Coils, AHU's, VAVs, HW/CW loop systems graphics, and building floorplan graphics). • Commissioning and checkout of new head end controller, new programmable controllers, and user interface • 15' year warranty on newly installed Tracer SC and UC controllers. • Owner Control System Operational Training Temperature Controls Upgrade Price — Youth Pavilion/Center for the Arts Total Net Price (Excluding Sales Tax) $ 240,600.00 Public Library Summary: Replace existing Niagara controller with Tracer SC+. Connect updated control system to new Ensemble Cloud Enterprise BAS. Repair or replacement of failed end devices is not included. Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller & Lon Module • Provide and install BACnet UC controllers to replace existing programmable I/O connected to existing JACE. • The existing equipment controllers are already current LonTalk controllers. Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace BLX DACE with Tracer SC+. • Provide and install new Tracer UC600/UC400 controllers and expansion I/O to replace existing programmable I/O controller connected to the existing JACE. These controllers also have a proprietary communication protocol (not compatible with non -Niagara systems). • Control System Programming & Graphics (equipment graphics for AHU's, VAVs, HW/CW loop system graphics, and building floorplan graphics). © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 4 of 13 Page 334 of 609 Proposal ID: 3138821 • Commissioning and checkout of new head end controller, new programmable controllers, and user interface • 1st year warranty on newly installed Tracer SC+ controller. • Owner Control System Operational Training Temperature Controls Upgrade Price - Public Library Total Net Price (Excluding Sales Tax) $ 39,750.00 Young Arena Summary: Replace existing Niagara controller with Tracer SC+. Connect updated control system to new Ensemble Cloud Enterprise BAS. Repair or replacement of failed end devices is not included. Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller & Lon Module • The existing equipment controllers are already current LonTalk controllers. Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace BLX JACE with Tracer SC+. • Control System Programming & Graphics (equipment graphics for RTUs, AHUs, VAVs, and building floorplan graphics). • Commissioning and checkout of new head end controller, new programmable controllers, and user interface • 151 year warranty on newly installed Tracer SC+ controller. • Owner Control System Operational Training Temperature Controls Upgrade Price - Young Arena Total Net Price (Excluding Sales Tax) $ 32,700.00 5 Sullivan Brothers Center Summary: This building has a Tracer SC+ controller installed that will be reconfigured to be the head end controller. The existing Niagara controllers will now serve as a gateway for the remaining JCI N2 controllers in the building (AHU-6 and 34 VAV controllers). Connect updated control system to new Ensemble Cloud Enterprise BAS. Existing end devices that are compatible with the new programmable controllers will remain and any failed devices will be noted. Repair or replacement of failed end devices is not included. An option to replace existing pneumatic actuators is outlined below. Controls systems and equipment • Tracer SC+ device licenses Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control System Integration, Programming & Graphics (equipment graphics for AHU's, VAVs, HW/CW loop system graphics, and building floorplan graphics). • Commissioning and checkout of new head end controller and user interface • Owner Control System Operational Training Temperature Controls Upgrade Price - 5 Sullivan Brothers Center Total Net Price (Excluding Sales Tax) $ 44,580.00 © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 5 of 13 Page 335 of 609 Proposal ID: 3138821 Option #1 for Five Sullivan Brothers: replace remaining pneumatic controls in penthouse mechanical room/ Summary: Demo/remove the remaining pneumatic damper actuators and valve actuators on AHU-3 and 4 and replace with new Belimo actuators. install additional control power transformers and extend low voltage wiring (using existing conduit/pathways). Provide and install fan safety relays and connect fire alarm interlock on two fans. Provide and install control relays and CT's to monitor/control (3) exhaust fans serving the kitchen. Controls systems and equipment • Provide and install (15) electric damper actuators, (3) retrofit valve actuators and associated wiring and installation hardware. • Provide and install control power transformers to power new electric actuators. • Provide and install fan safety relays for (2) fire alarm system interlocks. • Provide and install (3) control relays and (3) current switches to monitor/control (3) kitchen exhaust fans. Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation • Commissioning and checkout of newly installed components. • 1st year warranty on newly installed components Controls systems services not included • Demolition/removal or replacement of any existing standalone pneumatic controls devices that are not currently tied to the DDC system. Option #1 Pricing for Pneumatic to Electonic Retrofit - Five Sullivan Brothers Total Net Price (Excluding Sales Tax) $ 38,230.00 Fire Station #1 Summary: Replace existing Niagara controller with Tracer SC+, Replace proprietary I/O controller connected to JACE Connect updated control system to new Ensemble Cloud Enterprise BAS. Repair or replacement of failed end devices is not included. • Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller • Provide and install BACnet UC controllers to replace existing programmable I/O connected to existing JACE. • Provide and setup licensing for Tracer devices • Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace BLX JACE with Tracer SC+. • Provide and install new Tracer UC600/UC400 controllers and expansion I/O to replace existing programmable I/O controller connected to the existing JACE. These controllers also have a proprietary communication protocol (not compatible with non -Niagara systems). • Control System Programming & Graphics (equipment graphics for AHU's, HW/CW loop system graphics, and building floorplan graphics). • Commissioning and checkout of new head end controller, new programmable controller, user interface • 1st year warranty on newly installed Tracer SC+ controller. • Owner Control System Operational Training Temperature Controls Upgrade Price - Fire Station Total Net Price (Excluding Sales Tax) $ 28,490.00 ID 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 6 of 13 Page 336 of 609 Proposal ID: 3138821 Carnegie Building Summary: Replace existing Niagara controller with Tracer SC+. Replace proprietary l/O controller connected to JACE Connect updated control system to new Ensemble Cloud Enterprise BAS. Repair or replacement of failed end devices is not included. • Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller • Provide and install BACnet UC controller to replace existing programmable I/O connected to existing JACE. • Provide and setup licensing for Tracer devices • Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to replace BLX JACE with Tracer SC+. • Provide and install new Tracer UC controller and expansion I/O to replace existing programmable 110 controller connected to the existing JACE. This controller uses a proprietary communication protocol (not compatible with non -Niagara systems). • Control System Programming & Graphics (equipment graphics for AHU's, HW/CW loop system graphics, and building floorplan graphics). • Commissioning and checkout of new head end controller, new programmable controllers, and user interface • 151 year warranty on newly installed Tracer SC+ controller. • Owner Control System Operational Training Additional Controls systems services included • 15t Year Support — Tracer Support (Remote Technical Support) Temperature Controls Upgrade Price — Carnegie Building Total Net Price (Excluding Sales Tax) $ 22,135.00 Public Works Summary: Provide a building automation system for this building that is currently operating on standalone controls. Connect the existing Trane RTU's, VAV boxes, and Johnson MAU's to the new building automation system. Monitor the maintenance garage and IT room temperatures. Inspect the existing CO/ND2 monitoring/control system and determine what is needed to re -commission this system. Connect updated control system to new Ensemble Cloud Enterprise BAS. Existing end devices that are compatible with the new programmable controllers will remain and any failed devices will be noted. Repair or replacement of failed end devices is not included. Controls systems and equipment • Provide and install (1) Trane Tracer SC+ controller, (1) Trane Comm 3/4 bridge • Provide and install zone sensor in the Data/IT room for monitoringlalanning. • Provide and install (3) new BACnet controllers to enable/disable and monitor the existing MAU's. • Provide and install BACnet communication interface boards for existing standalone Trane BTU's (RTU- 1,2, and 5). • Provide and install wireless communications coordinators and wireless communications interfaces on RTU's and MAU's. • Provide and install (2) wireless zone sensors in the maintenance bay. ©2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 7 of 13 Page 337 of 609 Proposal ID: 3138821 Controls systems services included • Project Management • Engineered Control As -Built Drawing • Control Panel(s) and Low Voltage Wiring installation to install/mount Tracer SC+ controller, I10 module, and Comm 3/ bridge • Integrate the existing RTU-3, RTU-4, and VAV controllers. • Control System Programming & Graphics (equipment graphics for RTU's, VAVs, and MAU's graphics, and building floorplan graphics). • Commissioning and checkout of new head end controller, new programmable controllers, and user interface • lst year warranty on newly installed Tracer SC, controllers, sensors, and wireless communications devices. • Owner Control System Operational Training • 2-day on -site inspection and calibration of the CO/NO2 control system. Provide owner with detailed report of the system status and a quote for sensor replacement and repairs. Temperature Controls Upgrade Price — Public Works Total Net Price (Excluding Sales Tax) $ 69,085.00 Enterprise System Summary: Cloud -based Tracer Ensemble Enterprise System is a SaaS solution to provide a single user interface for all buildings, global alarming/scheduling, and dashboards. Temperature Controls Upgrade Price — One Time Fee for Setup Total Net Price (Excluding Sales Tax) $ 11,100.00 Annual Tracer Ensemble Cloud Service (for up to 10 buildings) Total Net Price (Excluding Sales Tax) $ 8,200.00 Applicable to All Buildings: Controls systems services not included • Dernolition/removal or replacement of existing devices/sensors quoted as "assumed" to be in working condition (controllers that are to remain, sensors, actuators, valves, relays, transformers, etc.) • This proposal assumes existing wiring (18/2 RS-485 communication links and wiring to end devices) is in good condition and will be reused. • Any temporary controls • Repair or replacement of any equipment being controlled Proposal Notes/ Clarifications • All work to be performed during normal business hours (8am to 5pm, M-F, non -holidays). Proposal does not include "Premium Time" or Price Contingency therefor • Owner to provide CAD or PDF floor plan layout of the building and mechanical system prints so that we can create custom floor plan graphics for the site. • Equipment Order Release and Services rendered are dependent on receipt of PO/Subcontract and credit approval. Lead time on these controllers is currently ranging from 12-16 weeks but is subject to change based on supply. We will communicate estimated ship dates and coordinate the work on -site once we have the material. • Controls for any systems not listed above are excluded • Trane will not perform any work if working conditions could endanger or put at risk the safety of our employees or subcontractors • The customer is requested to provide Trane with an Ethernet connection. The cable and actual connection will be provided by the customer to ensure all necessary network conditions and © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 8 of 13 Page 338 of 609 Proposal ID: 3138821 requirements for cabling meet the integrity of the customer's network and security is not compromised. This connection process is provided to ensure proper integration with the customer's network infrastructure. Trane will require an lP address from the customer's IT department for each Trane Facility Infrastructure network device installed on the customer's network. Trane will provide the customer with a Mac address for each network device needed. If this is not feasible, an option for a cellular router is provided below. • In an effort to ensure the customer will be provided with proactive service and facility issue resolutions, Trane is requesting access to the Tracer SC controller through outgoing ports 443 and 1194.. The intent is to provide the customer with infrastructure support from our local or national Trane Intelligent Services Staff. Trane will provide secure remote access via TraneConnect unless other arrangements are made. Financial items not included • Bid Bond • Payment and Performance Bond • Guarantee of any energy, operational, or other savings Respectfully submitted, Doug Stephens Trane U.S. Inc. E-mail: ddstephens@trane.com Office Phone: (515) 270-0004 02022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 9 of 13 Page 339 of 609 Proposal ID: 3138821 TRANE ACCEPTANCE This proposal is subject to Customer's acceptance of the attached Trane Terms and Conditions (Installation). We value the confidence you have placed in Trane and look forward to working with you. Retention withheld 5% on installation, 0% on Equipment; rate reduced per the contract documents and released no later than the date of Trane substantial completion. COVID-19 NATIONAL EMERGENCY CLAUSE The parties agree that they are entering into this Agreement while the nation is in the midst of a national emergency due to the Covid-19 pandemic ("Covid-19 Pandemic"). With the continued existence of Covid-19 Pandemic and the evolving guidelines and executive orders, it is difficult to determine the impact of the Covid- 19 Pandemic on Trane's performance under this Agreement. Consequently, the parties agree as follows: 1. Each party shall use commercially reasonable efforts to perform its obligations under the Agreement and to meet the schedule and completion dates, subject to provisions below; 2. Each party will abide by any federal, state (U.S.), provincial (Canada) or local orders, directives, or advisories regarding the Covid-19 Pandemic with respect to its performance of its obligations under this Agreement and each shall have the sole discretion in determining the appropriate and responsible actions such party shall undertake to so abide or to safeguard its employees, subcontractors, agents and suppliers; 3. Each party shall use commercially reasonable efforts to keep the other party informed of pertinent updates or developments regarding its obligations as the Covid-19 Pandemic situation evolves; and 4. If Trane's performance is delayed or suspended as a result of the Covid-19 Pandemic, Trane shall be entitled to an equitable adjustment to the project schedule and/or the contract price. Submitted By: Doug Stephens Cell: (319) 533-4052 Office: (515) 270-0004 Proposal Date: November 17, 2022 TRANE ACCEPTANCE Trane U.S. Inc. CUSTOMER ACCEPTANCE City of Waterloo Authorized Representative Authorized Representative Printed Name Printed Name Title Title Purchase Order Acceptance Date: Signature Date © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 10 of 13 Page 340 of 609 Proposal ID: 3138821 TERMS AND CONDITIONS —COMMERCIAL INSTALLATION "Company" shall mean Trane U.S. Inc. 1. Acceptance; Agreement. These terms and conditions are an integral part of Company's offer and form the basis of any agreement (the "Agreement") resulting from Company's proposal (the "Proposal") for the commercial goods andlor services described (the "Work"). COMPANY'S TERMS AND CONDITIONS AND EQUIPMENT PRICES ARE SUBJECT TO PERIODIC CHANGE OR AMENDMENT. The Proposal is subject to acceptance in writing by the party to whom this offer is made or an authorized agent ("Customer') delivered to Company within 30 days from the dale of the Proposal. Prices in the Proposal are subject to change at any time upon notice to Customer. If Customer accepts the Proposal by placing an order, without the addition of any other terms and conditions of sale or any other modification, Customer's order shall be deemed acceptance of the Proposal subject to Company's terms and conditions. If Customer's order is expressly conditioned upon Company's acceptance or assent to terms andlor conditions other than those expressed herein, return of such order by Company with Company's terms and conditions attached or referenced serves as Company's notice of objection to Customers terms and as Company's counteroffer to provide Work in accordance with the Proposal and the Company terrns and conditions. If Customer does not reject or object in writing to Company within 10 days, Company's counteroffer will be deemed accepted. Nolwithstanding anything to the contrary herein, Customer's acceptance of the Work by Company will in any event constitute an acceptance by Customer of Company's terms and conditions. This Agreement is subject to credit approval by Company. Upon disapproval of credit, Company may delay or suspend performance or, at its option, renegotiate prices andlor terms and conditions with Customer. If Company and Customer are unable to agree on such revisions, this Agreement shall be cancelled without any liability, other than Customers obligation to pay for Work rendered by Company to the date of cancellation. 2. Connected Services. In addition to these terms and conditions, the Connected Services Terms of Service ("Connected Services Terms"), available at https:llwww.crane.comrTraneConnectedServicesTefms, as updated from time to time, are incorporated herein by reference and shall apply to the extent that Company provides Customer with Connected Services, as defined in the Connected Services Terms. 3. Title and Risk of Loss. All Equipment sales with destinations to Canada or the U.S. shall be made as follows: FOB Company's U.S. manufacturing facility or warehouse (full freight allowed). Title and risk of loss or damage to Equipment will pass to Customer upon tender of de€ivory of such to carrier at Company's U.S. manufacturing facility or warehouse. 4. Pricing and Taxes. Unless otherwise noted, the price in the Proposal includes standard ground transportation and, if required by law, all sales, consumer, use and similar taxes legally enacted as of the date hereof for equipment and material installed by Company. Tax exemption is contingent upon Customer furnishing appropriate certificates evidencing Customers tax-exempt status. Company shall charge Customer additional costs for bonds agreed to be provided. Equipment sold on an uninstalled basis and any taxable labor/labour do not include sales tax and taxes will be added. Within thirty (30) days following Customer acceptance of the Proposal without addition of any other terms and conditions of sale or any modification, Customer shall provide notification of release for immediate production at Company's factory. Prices for Work are subject to change at any time prior to shipment to reflect any cost increases related to the manufacture, supply, and shipping of goods. This includes, but is not limited to, cost increases in raw materials, supplier components, labor, utilities, freight, logistics, wages and benefits, regulatory compliance, or any other event beyond Company's control. ff such release is riot received within 6 months after date of order receipt, Company reserves the right to cancel any order. If shipment is delayed due to Customer's actions, Company may also charge Customer storage fees. Company shall be entitled to equitable adjustments in the contract price to reflect any cost increases as set forth above and will provide notice to Customer prior to the date for which the increased price is to be in effect for the applicable customer contract. In no event will prices be decreased. 5. Exclusions from Work. Company's obligation is limited to the Work as defined and does not include any modifications to the Work site under the Americans With Disabilities Act or any other law or building code(s). In no event shall Company be required to perform work Company reasonably believes is outside of the defined Work without a written change order signed by Customer and Company. 6. Performance. Company shall perform the Work in accordance with industry standards generally applicable in the area under similar circumstances as of the time Company performs the Work. Company may refuse to perform any Work where working conditions could endanger property or pal at risk the safety of persons. Unless otherwise agreed to by Customer and Company, at Customer's expense and before the Work begins, Customer will provide any necessary access platforms, catwalks to safely perform the Work in compliance with OSHA or stale industrial safety regulations. 7. Payment. Customer shall pay Company's invoices within net 30 days of invoice date. Company may invoice Customer for all equipment or material furnished, whether delivered to the installation site or to an off -site storage facility and for all Work performed on -site or off -site. No retention shall be withheld from any payments except as expressly agreed in writing by Company, in which case retention shall be reduced per the contract documents and released no later than the date of substantial completion. Under no circumstances shall any retention be withheld for the equipment portion of the order. If payment is not received as required, Company may suspend performance and the time for completion shall be extended for a reasonable period of time not less than the period of suspension. Customer shall be liable to Company for all reasonable shutdown, standby and start-up costs as a result of the suspension. Company reserves the right to add to any account outstanding for more than 30 days a service charge equal to 1.5% of the principal amount due at the end of each month. Customer shalt pay all costs (including attorneys' fees) incurred by Company in attempting to collect amounts due and otherwise enforcing these terms and conditions. 11 requested, Company will provide appropriate lien waivers upon receipt of payment. Customer agrees that, unless Customer makes payment in advance, Company will have a purchase money security interest in all equipment from Company to secure payment in full of all amounts due Company and its order for the equipment, together with these terms and conditions, form a security agreement. Customer shalt keep the equipment free of all taxes and encumbrances, shall not remove the equipment from its original installation point and shall not assign or transfer any interest in the equipment until all payments due Company have been made, a. Time for Completion. Except to the extent otherwise expressly agreed in writing signed by an authorized representative of Company, all dates provided by Company or its representatives for commencement, progress or completion are estimates only. While Company shall use commercially reasonable efforts to meet such estimated dates, Company shall not be responsible for any damages for its failure 10 do so. Delivery dates are approximate and not guaranteed. Company will use commercially reasonable efforts to deliver the Equipment on or before the estimated delivery date, will notify Customer lithe estimated delivery dates cannot be honored, and will deliver the Equipment and services as soon as practicable thereafter. In no event will Company be liable for any damages or expenses caused by delays in delivery. 9. Access. Company and its subcontractors shall be provided access to the Work site during regular business hours, or such other hours as may be requested by Company and acceptable to the Work site' owner or tenant for the performance of the Work, including sufficient areas for staging, mobilization, and storage. Company's access to correct any emergency condition shall not be restricted. Customer grants to Company the right to remotely connect (via phone modem, Internet or other agreed upon means) to Customer's building automation system (BAS) and or HVAC equipment to view, extract, or otherwise collect and retain data from the BAS, HVAC equipment, or other building systems, and to diagnose and remotely make repairs at Customer's request. 10. Completion. Notwithstanding any other term or condition herein, when Company informs Customer that the Work has been completed, Customer shall inspect the Work in the presence of Company's representative, and Customer shall either (a) accept the Work in its entirety in writing, or (b) accept the Work in part and specifically identify, in writing, any exception items. Customer agrees to re -inspect any and all excepted items as soon as Company informs Customer that all such excepted items have been completed. The initial acceptance inspection shall take place within ten (10) days frorn the date when Company informs Customer that the Work has been completed. Any subsequent re -inspection of excepted items shall take place within five (5) days from the date when Company informs Customer that the excepted items have been completed. Customer's failure to cooperate and complete any of said inspections within the required (fine limits shall constitute complete acceptance of the Work as of ten (10) days from dale when Company informs Customer that the Work, or the excepted items, if applicable, has/have been completed. 11. Permits and Governmental Fees. Company shall secure (with Customer's assistance) and pay for building and other permits and governmental fees, licenses, and inspections necessary for proper performance and completion of the Work which are legally required when bids from Company's subcontractors are received, negotiations thereon concluded, or the effective date of a relevant Change Order, whichever is later. Customer is responsible for necessary approvals, easements, assessments and charges for construction, use or occupancy of permanent structures or for permanent changes to existing facilities. if the cost of such permits, fees, licenses and inspections are not included in the Proposal, Company will invoice Customer for such costs. 12. Utilities During Construction. Customer shall provide without charge to Company all water, heat, and utilities required for performance of the Work. 13. Concealed or Unknown Conditions. in the performance of the Work, if Company encounters conditions at the Work site that are (i) subsurface or otherwise concealed physical conditions that differ materially from those indicated on drawings expressly incorporated herein or (ii) unknown physical conditions of an unusual nature that differ materially from those conditions ordinarily found to exist and generally recognized as inherent in construction activities of the type and character es the Work, Company shall notify Customer of such conditions promptly, prior to significantly disturbing same. If such conditions differ materially and cause an increase in Company's cost of, or time required for, performance of any part of the Work, Company shall be entitled to, and Customer shall consent by Change Order to, an equitable adjustment In the Contract Price, contract time, or both. 14. Pre -Existing Conditions. Company is not liable for any claims, damages, losses, or expenses, arising from or related to conditions that existed in, on, or upon the Work site before the Commencement Date of this Agreement ("Pre -Existing Conditions"), including, without limitation, damages, losses, or expenses involving Pre -Existing Conditions of building envelope issues, mechanical issues, plumbing issues, andlor indoor air quality issues involving mold/mould andlor O 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 11 of 13 Page 341 of 609 Proposal ID: 3138821 fungi. Company also is not liable for any claims, damages, losses, or expenses, arising from or related to work done by or services provided by individuals or entities That are not employed by or hired by Company. 15. Asbestos and Hazardous Materials. Company's Work and other services in connection with this Agreement expressly excludes any identification, abatement, cleanup, control, disposal, removal or other work connected with asbestos, polychlorinated biphenyl (`PCB"), or other hazardous materials (hereinafter, collectively, "Hazardous Materials'). Customer warrants and represents that, except as set forth in a writing signed by Company, there are no Hazardous Materials on the Work site (hat will in any way affect Company's Work and Customer has disclosed to Company the existence and location of any Hazardous Materials in at areas within which Company will be performing the Work. Should Company become aware of or suspect the presence of Hazardous Materials, Company may immediately stop work in the affected area and shall notify Customer. Customer will be exclusively responsible for taking any and all action necessary to correct the condition in accordance with all applicable laws and regulations. Customer shall be exclusively responsible for and, to the fullest extent permitted by law, shall indemnify and hold harmless Company (including its employees, agents and subcontractors) from and against any loss, claim, liability, fees, penalties, injury (including death) or liability of any nature, and the payment thereof arising out of or relating to any Hazardous Materials on or about the Work site, not brought onto the Work site by Company. Company shall be required to resume performance of the Work in the affected area only in the absence of Hazardous Materials or when the affected area has been rendered harmless. In no event shall Company be obligated to transport or handle Hazardous Materials, provide any notices to any governmental agency, or examine the Work site for the presence of Hazardous Materials, 16. Force Majeure. Company's duty to perform under this Agreement is contingent upon the non-occurrence of an Event of Force Majeure. If Company shall be unable to carry out any material obligation under this Agreement due to an Event of Force Majeure, this Agreement shall at Company's election (i) remain in effect but Company's obligations shall be suspended until the uncontrollable event terminates or (ii) be terminated upon 10 days' notice to Customer, in which event Customer shall pay Company for all parts of the Work furnished to the date of termination. An "Event of Force Majeure" shall mean any cause or event beyond the control of Company. Without limiting the foregoing, "Event of Force Majeure" includes: acts of God; acts of terrorism, war or the public enemy; flood; earthquake; tornado; storm; fire; civil disobedience; pandemic Insurrections; riots; tabor/labour disputes; labor/labour or material shortages; sabotage; restraint by court order or public authority (whether valid or invalid), and action or non -action by or inability to obtain or keep in force the necessary governmental authorizations, permits, licenses, certificates or approvals if not caused by Company; and the requirements of any applicable government in any manner that diverts either the materiat or the finished product to the direct or indirect benefit of the government. 17. Customer's Breach. Each of the following events or conditions shall constitute a breach by Customer and shall give Company the right, without an election of remedies, to terminate this Agreement or suspend performance by delivery of written notice: (1) Any failure by Customer to pay amounts when due; or (2) any general assignment by Customer for the benefit of its creditors, or if Customer becomes bankrupt or insolvent or takes the benefit of any statute for bankrupt or insolvent debtors, or makes or proposes to make any proposal or arrangement with creditors, or if any steps are taken for the winding up or other termination of Customer or the liquidation of its assets, or if a trustee, receiver, or similar person is appointed over any of the assets or interests of Customer; (3) Any representation or warranty furnished by Customer in this Agreement is false or misleading in any material respect when made; or (4) Any failure by Customer to perform or comply with any material provision of This Agreement. Customer shall be liable to Company for all Work furnished to date and alt damages sustained by Company (including lost profit and overhead) 18. Indemnity. To the fullest extent permitted by law, Company and Customer shall indemnify, defend and hold harmless each other from any and all claims, actions, costs, expenses, damages and liabilities, including reasonable attorneys' fees, resulting from death or bodily injury or damage to real or tangible personal property, to the extent caused by the negligence or misconduct of their respective employees or other authorized agents in connection with their activities within the scope of this Agreement. Neither party shall indemnify the other against claims, damages, expenses or liabilities to the extent attributable to the acts or omissions of the other party. If the parties are both at fault, the obligation to indemnify shall be proportional to their relative fault. The duty to indemnify will continue in full force and effect, notwithstanding the expiration or early termination hereof, with respect to any claims based on facts or conditions that occurred prior to expiration or termination. 19. Limitation of Liability. NOTWITHSTANDING ANYTHING TO THE CONTRARY, IN NO EVENT SHALL COMPANY BE LIABLE FOR ANY SPECIAL, INCIDENTAL, INDIRECT CONSEQUENTIAL, OR PUNITIVE OR EXEMPLARY DAMAGES (INCLUDING WITHOUT LIMITATION BUSINESS INTERRUPTION, LOST DATA, LOST REVENUE, LOST PROFITS, LOST DOLLAR SAVINGS, OR LOST ENERGY USE SAVINGS, INCLUDING CONTAMINANTS LIABILITIES, EVEN IF A PARTY HAS BEEN ADVISED OF SUCH POSSIBLE DAMAGES OR IF SAME WERE REASONABLY FORESEEABLE AND REGARDLESS OF WHETHER THE CAUSE OF ACTION IS FRAMED IN CONTRACT, NEGLIGENCE, ANY OTHER TORT, WARRANTY, STRICT LIABILITY, OR PRODUCT LIABILITY). In no event will Company's liability in connection with the provision of products or services or otherwise under this Agreement exceed the entire amount paid to Company by Customer under this Agreement. 20. CONTAMINANTS LIABILITY The transmission of COVID-19 may occur in a variety of ways and circumstances, many of the aspects of which are currently not known. HVAC systems, producls, services and other offerings have not been tested for their effectiveness in reducing the spread of COVID-19, including through the air in closed environments. IN NO EVENT WILL COMPANY BE LIABLE UNDER THIS AGREEMENT OR OTHERWISE FOR ANY INDEMNIFICATION, ACTION OR CLAIM, WHETHER BASED ON WARRANTY, CONTRACT, TORT OR OTHERWISE, FOR ANY BODILY INJURY (INCLUDING DEATH), DAMAGE TO PROPERTY, OR ANY OTHER LIABILITIES, DAMAGES OR COSTS RELATED TO CONTAMINANTS (INCLUCING THE SPREAD, TRANSMISSION, MITIGATION, ELIMINATION, OR CONTAMINATION THEREOF) (COLLECTIVELY, "CONTAMINANT LIABILITIES") AND CUSTOMER HEREBY EXPRESSLY RELEASES COMPANY FROM ANY SUCH CONTAMINANTS LIABILITIES, 21. Patent Indemnity. Company shall protect and indemnify Customer from and against all claims, damages, judgments and loss arising from infringement or alleged infringement of any United States patent by any of the goods manufactured by Company and delivered hereunder, provided that in the event of suit or Threat of suit for patent infringement, Company shall promptly be notified and given full opportunity to negotiate a settlement. Company does not warrant against infringement by reason of Customer's design of the articles or the use thereof in combination with other materials or in lire operation of any process. In the event of litigation, Customer agrees to reasonably cooperate with Company. In connection with any proceeding under the provisions of this Section, all parties concerned shall be entitled to be represented by counsel at their own expense. 22. Limited Warranty. Company warrants for a period of 12 months from the date of substantial completion (`Warranty Period') commercial equipment manufactured and installed by Company against failure due to defects in material and manufacture and that the laborltabour furnished is warranted to have been properly performed (the 'Limited Warranty"). Trane equipment sold on an uninstalled basis is warranted in accordance with Company's standard warranty for supplied equipment. Product manufactured by Company that includes required startup and Is sold in North America will not be warranted by Company unless Company performs the product start-up. Substantial completion shall be the earlier of the date that the Work is sufficiently complete so that the Work can be utilized for its intended use or the date that Customer receives beneficial use of the Work. If such defect is discovered within the Warranty Period, Company will correct the defect or furnish replacement equipment (or, at its option, parts therefor) and, if said equipment was installed pursuant hereto, labor/labour associated with the replacement of parts or equipment not conforming to this Limited Warranty. Defects must be reported to Company within the Warranty Period, Exclusions from this Limited Warranty include damage or failure arising from: wear and tear; corrosion, erosion, deterioration; Customer's failure to follow the Company -provided maintenance plan; refrigerant not supplied by Company; and modifications made by others to Company's equipment. Company shalt not be obligated to pay for the cost of lost refrigerant. Notwithstanding the foregoing, all warranties provided herein terminate upon termination or cancellation of this Agreement. No warranty liability whatsoever shall attach to Company until the Work has been paid for in full and then said liability shall be limited to the lesser of Company's cost to correct the defective Work andlor the purchase price of the equipment shown to be defective. Equipment, material andlor parts that are not manufactured by Company ("Third -Party Producl(s)" are not warranted by Company and have such warranties as may be extended by the respective manufacturer. CUSTOMER UNDERSTANDS THAT COMPANY IS NOT THE MANUFACTURER OF ANY THIRD -PARTY PRODUCT(S) AND ANY WARRANTIES, CLAIMS, STATEMENTS, REPRESENTATIONS, OR SPECIFICATIONS ARE THOSE OF THE THIRD -PARTY MANUFACTURER, NOT COMPANY AND CUSTOMER IS NOT RELYING ON ANY WARRANTIES, CLAIMS, STATEMENTS, REPRESENTATIONS, OR SPECIFICATIONS REGARDING THE THIRD -PARTY PRODUCT THAT MAY BE PROVIDED BY COMPANY OR ITS AFFILIATES, WHETHER ORAL OR WRITTEN. THE WARRANTY AND LIABILITY SET FORTH IN THIS AGREEMENT ARE IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES, WHETHER IN CONTRACT OR IN NEGLIGENCE, EXPRESS OR IMPLIED, IN LAW OR IN FACT, INCLUDING IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AND/OR OTHERS ARISING FROM COURSE OF DEALING OR TRADE. COMPANY MAKES NO REPRESENTATION OR WARRANTY .OF ANY KIND, INCLUDING WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE. ADDITIONALLY, COMPANY MAKES NO REPRESENTATION OR WARRANTY OF ANY KIND REGARDING PREVENTING, ELIMINATING, REDUCING OR INHIBITING ANY MOLD, FUNGUS, BACTERIA, VIRUS, MICROBIAL GROWTH, OR ANY OTHER CONTAMINANTS (INCLUDING COVED-19 OR ANY SIMILAR VIRUS) (COLLECTIVELY, "CONTAMINANTS"), WHETHER INVOLVING OR IN CONNECTION WITH EQUIPMENT, ANY COMPONENT THEREOF, SERVICES OR OTHERWISE. IN NO EVENT SHALL COMPANY HAVE ANY LIABILITY FOR THE PREVENTION, ELIMINATION, REDUCTION OR INHIBITION OF THE GROWTH OR SPREAD OF SUCH CONTAMINANTS INVOLVING OR IN CONNECTION WITH ANY EQUIPMENT, THIRD -PARTY PRODUCT, OR ANY COMPONENT THEREOF, SERVICES OR OTHERWISE AND CUSTOMER HEREBY SPECIFICALLY ACKNOWLDGES AND AGREES THERETO. © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 12 of 13 Page 342 of 609 Proposal ID: 3138821 23. Insurance. Company agrees to maintain the following insurance while the Work is being performed with Ilmits not less than shown below and will, upon request from Customer, provide a Certificate of evidencing the following coverage: Commercial General Liability $2,000,000 per occurrence Automobile Liability $2,000,000 CSL Workers Compensation Statutory Limits If Customer has requested to be named as an additional insured under Company's insurance policy, Company will do so but only subject io Company's manuscript additional insured endorsement under its primary Commercial General Liability policies. In no event does Company waive its right of subrogation. 24. Commencement of Statutory Limitation Period. Except as to warranty claims, as may be applicable, any applicable statutes of limitation for acts or failures to act shall commence to run, and any alleged cause of action stemming therefrom shall be deemed to have accrued, in any and all events not later than the last date that Company or its subcontractors physically performed work on the project site. 25. General. Except as provided below, to the maximum extent provided by law, this Agreement is made and shall be interpreted and enforced in accordance with the laws of the state or province in which the Work is performed, without regard to choice of law principles which might otherwise call for the application of a different state's or province's law. Any dispute arising under or relating to this Agreement that is not disposed of by agreement shall be decided by litigation in a court of competent jurisdiction located in the state or province in which the Work is performed. Any action or suit arising out of or related to this Agreement must be commenced within one year after the cause of action has accrued. To the extent the Work site is owned and/or operated by any agency of the Federal Government, determination of any substantive issue of law shall be according to the Federal common law of Government contracts as enunciated and applied by Federal judicial bodies and boards of contract appeals of the Federal Government. This Agreement contains all of the agreements, representations and understandings of the parties and supersedes all previous understandings, commitments or agreements, oral or written, related to the subject matter hereof. This Agreement may not be amended, modified or terminated except by a writing signed by the parties hereto. No documents shall be incorporated herein by reference except to the extent Company is a signatory thereon. if any term or condition of this Agreement is invalid, illegal or incapable of being enforced by any rule of law, all other terms and conditions of this Agreement will nevertheless remain in futl force and effect as long as the economic or legal substance of the transaction contemplated hereby is not affected in a manner adverse to any party hereto. Customer may not assign, transfer, or convey This Agreement, or any part hereof, or its right, title or interest herein, without the written consent of the Company. Subject to the foregoing, this Agreement shall be binding upon and inure to the benefit of Customer's permitted successors and assigns. This Agreement may be executed in several counterparts, each of which when executed shall be deemed to be an original, but all together shall constitute but one and the same Agreement. A fully executed facsimile copy hereof or the several counterparts shall suffice as an original. 26. Equal Employment Opportunity/Affirmative Action Clause. Company is a federal contractor that complies Cully with Executive Order 11246, as amended, and the applicable regulations contained in 41 C.F.R. Parts 60-1 through 60-60, 29 U.S.C. Section 793 and the applicable regulations contained in 41 C.F.R. Part 60-741; and 38 U.S.C. Section 4212 and the applicabte regulations contained in 41 C.F.R. Part 60-250 Executive Order 13496 and Section 29 CFR 471, appendix A to subpart A, regarding the notice of employee rights in the United States and with Canadian Charter of Rights and Freedoms Schedule B to the Canada Act 1982 (U.K.) 1982, c. 11 and applicable Provincial Human Rights Codes and employment law in Canada. 27. U.S. Government Work. The following provision applies only to direct sales by Company to the US Government. The Parties acknowledge that all items or services ordered and delivered under this Agreement are Commercial Items as defined under Part 12 of the Federal Acquisition Regulation (FAR). In particular, Company agrees to be bound only by those Federal contracting clauses that apply to `commercial" suppliers and that are contained in FAR 52.212-5(e)(1). Company complies with 52.219-8 or 52,219-9 in its service and installation contracting business. The following provision applies only to indirect sales by Company to the US Government. As a Commercial Item Subcontractor, Company accepts only the following mandatory flow down provisions in effect as of the date of this subcontract: 52.203-19; 52.204-21; 52.204-23; 52.219-8; 52.222-21; 52.222-26; 52.222-35; 52.222-36; 52,222-50; 52,225-26; 52.247-64. tithe Work is in connection with a U.S. Government contract, Customer certifies that it has provided and will provide current, accurate, and complete information, representations and certifications to all government officials, including but not limited to the contracting officer and officials of the Small Business Administration, on all matters related to the prime contract, including but not limited to all aspects of its ownership, eligibility, and performance. Anything herein notwithstanding, Company will have no obligations to Customer unless and until Customer provides Company with a true, correct and complete executed copy of the prime contract. Upon request, Customer will provide copies to Company of all requested written communications with any government official related to the prime contract prior to or concurrent wilta the execution thereof, including but not limited to any communications related to Customer's ownership, eligibility or performance of the prime contract. Customer will obtain written authorization and approval from Company prior to providing any government official any information about Company's performance of the work that is the subject of the Proposal or this Agreement, other than the Proposal or this Agreement. 28. Limited Waiver of Sovereign Immunity. If Customer is an Indian tribe (in the U.S.) or a First Nation or Band Council (in Canada), Customer, whether acting in its capacity as a government, governmental entity, a duly organized corporate entity or otherwise, for itself and for its agents, successors, and assigns: {1) hereby provides this limited waiver of its sovereign immunity as to any damages, c€aims, lawsuit, or cause of action {herein "Action") brought against Customer by Company and arising or alleged to arise out of the furnishing by Company of any product or service under this Agreement, whether such Action is based in contract, tort, strict liability, civil liability or any other legal theory; (2) agrees that jurisdiction and venue for any such Action shall be proper and valid (a) if Customer is in the U.S., in any state or United States court located in the state in which Company is performing this Agreement or (b) if Customer is in Canada, in the superior court of the province or territory in which the work was performed; (3) expressly consents to such Action, and waives any objection to jurisdiction or venue; (4) waives any requirement of exhaustion of tribal court or administrative remedies for any Action arising out of or related to this Agreement; and (5) expressly acknowledges and agrees that Company is not subject to the jurisdiction of Customer's tribal court or any similar tribal forum, that Customer will not bring any action against Company in tribal court, and that Customer will not avail itself of any ruling or direction of the tribal court permitting or directing it to suspend its payment or other obligations under this Agreement. The individual signing on behalf of Customer warrants and represents that such individual is duty authorized to provide this waiver and enter into this Agreement and that this Agreement constitutes the valid and legally binding obligation of Customer, enforceable in accordance with its Terms. 1-26.251-10(1221) Supersedes 1-26.251-10(0821) © 2022 Trane Technologies All rights reserved Confidential and Proprietary Information of Trane U.S. Inc. Page 13 of 13 Page 343 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving construction plans for grading, paving, and utilities serving the San Marnan Business Park Addition, as submitted by the Clapsaddle-Garber Associates, Inc., Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and final acceptance of construction plans subject to the review and acceptance by the Department of Natural Resources, and authorizing the Mayor to execute said documents. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION These construction plans have been reviewed by the Engineering Department. They appear to meet current design standards and specifications, therefore they are recommended for approval by the City Council. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 344 of 609 ATTACHMENTS 1. San Marnan Business Park IA DNR Wastewater Permit 3.6.23 - updated 2. San Marnan Business Park 04-05-23 Update - signed Page 345 of 609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form CASHIER'S USE ONLY 0945-542-N PDE-CP-0570 32-3202 Owner Owner Name: John and Dan Properties LLC Address: 7404 University Ave City, State, Zip: Cedar Falls, Iowa, 50613 Project Identification: San Marnan Business Park First Addition • $100 Fee enclosed Please sign and return this form with a check or money order payable to "Iowa Department of Natural Resources". Place it and the check or money order on top of other Construction Permit Application documents. Effective beginning July 1, 2006, Applications for Construction Permits for wastewater disposal systems required by Iowa Code 4556.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa Code 4556.197 and Iowa Administrative Code 567 IAC 64.16(3)"c". The fee is $100 for each application, regardless of project size and project type including sanitary sewers, pump stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents necessary to apply for a construction permit (plans, specifications and related application schedules A, F, and G as well as the appropriate schedules indentified on page 2 of Schedule A). The construction permitting process is initiated as planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility plans precedes submittal of technical documents necessary to constitute a construction permit application. The application fee is not necessary when submitting a planning document but must accompany construction permit application documents. A fee should accompany each permit application received on or after July 1, 2006. Failure to submit a fee with the application may delay the processing of a construction permit. If you have any questions regarding the application fee, please contact Donna Gomm at 515-725-8427 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: Printed Name: Chris Fischels jelze;i-77,6tae4- dotloop verified 02/28/23 3:20 PM CST KUMC-PPCD-AE8G-G1 NT Telephone or email contact: 319-830-5000 or chris@crfre.com Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 11/2014 cmc DNR Form 542-1245 Page 346 of 609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp Iowa Department of Natural Resources Wastewater Section Construction Permit Application Sewage Treatment Agreement INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities. However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT Owner: John and Dan Properties LLC ENGINEER Firm: Clapsaddle-Garber & Associates Address: Representative: Phone Number: 7404 Unversity Ave. Cedar Falls, IA 50613 Address: 5106 Nordic Drive Cedar Falls, IA, 50701 Chris Fischels Project Officer: Adam Daters 319-830-5000 Phone Number: 319-266-0258 Project Identification: Owner and San Marnan Business Park First Addition System Receiving Wastes: Waterloo City of STP - 790001 CERTIFICATION I am the authorized representative of the owner identified above constructed in accordance with the plans and specifications treatment system identified above. and and all tle: state that the proposed sanitary sewage facilities shall be wastes contributed by this project shall be discharged to the Broker 02 28 2 Date 023 Signature �+ ���/ dotloop verified %/�L%A 02/28/23 3:20 PM CST 7809-J9GW-U30J-ARA3 I am the authorized sanitary sewage adequate the rules of sewer service Name: Signature AGREEMENT TO PROVIDE representative of the owner of the system facilities identified above is approved by the treatment of all wastes contributed by this project, the Department of Natural Resources. This agreement agreements, or fee systems entered into between Title: identified owner, in accordance the SEWAGE TREATMENT above and state that the connection of the proposed and that the owner accepts responsibility for providing with the provisions of Chapter 455B, Code of Iowa, and shall not be construed in any way to affect any local ordinances, parties. Date Phone: 9/2018 cmc DNR F1551023g3,9cti9609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A, Construction Permit Application Exhibit 11A APPLICANT Owner: John and Dan Properties LLC ENGINEER Firm: Clapsaddle-Garber & Associates Address: 7404 Unversity Ave. Cedar Falls, IA 50613 Address: 5106 Nordic Drive Cedar Falls, IA, 50701 Representative: Chris Fischels Project Officer: Adam Daters Phone Number: 319-830-5000 Phone Number: 319-266-0258 Email: chris@crfre.com Email: adaters@cgaconsultants.com Project Identification: San Marnan Business Park -First Addition IEstimated Start Date*: 04/01/2023 Estimated Completion Date: 11/01/2023 I PLEASE RESPOND TO ALL QUESTIONS 1. Has an engineering report, facilities plan or other information previously been submitted for this project? If Yes: Project Identity: Date Submitted: 2. Does the project and construction permit application, as submitted, follow the recommendations, design loadings, construction schedule, permit limits, and conclusions of the approved engineering report or facilities plan? If No: Provide the design basis and technical information justifying all changes. 3. Are there three complete sets of plans and specifications accompanying this application? Yes No ❑X a ❑ a ❑ For a minor gravity sewer extension within the meaning of 4556.183.3 Code of Iowa and Design Standard 11.1, two complete sets will be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a part of this application? If Yes: Approved Standard Specifications of (municipality or firm): SUDAS 2022 Edition Date Approved: 5. Does each set of plans and specifications or engineering report accompanying this application contain a "professional engineering seal" executed in conformance with 5426.16, Code of Iowa? If No: Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. Is this a joint wastewater and water supply project? ❑X ❑ ❑X ❑ a ❑ If Yes: A construction permit application for the water supply project should be submitted separately to the Water Supply Section. A Water Supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? ❑ If No: A Sewage Treatment Agreement executed by the authority providing treatment must accompany this form. 8. Is a new or amended operation permit necessary to use the facilities described in this application? If Yes: A new or amended permit to operate may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet; or any private or public well, lake, or public recreation area located within 400 feet of the proposed construction? If Yes: Identify and locate the facility(ies) relative to the proposed construction. 10. Will construction inspection be conducted by a licensed engineer employed by the applicant? If No: Name of Engineering Firm Conducting Inspection: Clapsaddle-Garber & Associates 11. Will this project utilize CWSRF loan funds? CERTIFICATION o X❑ APPLICANT I certify that I am the authorized representative of the owner and state that the project identified above is approved by the owner. Signature, ENGINEER I certify that all aspects of the design included in this application conform to applicable standards contained in Chapter 567 IAC 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application and, to the best of my knowledge, such information is complete and accurate. Signature - -' Date 4/12/2022 *Estimated Construction Start Date: Complete applications must be submitted at least 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 Please complete the Schedule Checklist on the following page of this form. 04/2016 cmc DNR Fort S$& 3 4 ? 609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp DOCUMENT CHECKLIST Identify all categories included in this project. Also, identify schedules attached to this application. Schedule Title B Collection System C Lateral Sewer Extension D Trunk & Interceptor Sewer E Wastewater Pump Station F Treatment Project Site Selection G Treatment Project Design Data H1 Schematic Flow Diagram H2 Treatment Process Loading and Removal Efficiency H3 Mechanical Plant Reliability Screening, Grit Removal and Flow Measurement J Septic Tank System K1 Controlled Discharge Pond K2 Aerated Pond K3 Anaerobic Lagoon L Setting Tanks M Fixed Film Reactor -Stationary Media N Rotating Biological Contactor O Aeration Tanks or Basins P Gas Chlorination Q Sludge Digestion and Holding R1 Sludge Dewatering and Disposal R2 (A&B) Low Rate Land Application of Sludge R3 Land Application of Sewage Sludge (To be developed) S Land Application of Wastewater (To be developed) Sewage Treatment Agreement Attached Included in Project Submittal Date O 0000000111 ❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑ Identify any categories included in this project which are not provided in the above list of schedules. 11/2015 cmc DNR For 5d 3 4 ? 609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B, Collection System DNR USE ONLY Project No. Permit No. Date Prepared 02/14/2023 Date Revised Project Identity San Marnan Business Park First Addition 1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from entering the system. If no portion is subject to flooding, state none. Segment N/A N/A Flooding Protection *2. Indicate hydraulic capacity of: 1) the nearest downstream main or interceptor; 2) the nearest downstream lift station; and 3) all downstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data. Segment Segment Segment Location Design Capacity, MGD Peak Hourly Dry weather Flow MGD (actual) Peak Hourly Wet weather Flow MGD (actual) 8" Main @ 0.40%, west along Tower Park Dr MHN 36051 8" Main @ 130%, east along Tower Park Dr MI431686 0.40 0.71 0.001 0.001 0.012 0.015 *3. Identify treatment facility, the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility Name and Number Waterloo City of STP - 790001 Facility Loading Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) MGD #BOD5/day 34.8 88,000 24.53 31,500 60+ 48,000 (Avg. Day) Peak Day Provide projected design loading increase, which will be added to this facility as a result of this project. Design Loading Initial Design Year (2033 ) Residential Service Area Acres Population Persons Flow (100 GPCD) GPD BOD5 (0.17/#/d/cap) #/day Industrial Service Area Acres Rated Flow GPD BOD5 #/day Other Commercial Acres Rated Flow GPD BOD5 #/day Total BOD5 #/day Total Flow GPD Peak Hourly Flow GPD 17.5 87,500 149 149 87,500 350,000 Acres Persons GPD #/day Acres GPD #/day Acres GPD #/day #/day GPD GPD *Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. 11/2015 cmc DNR Form 542-3095; 28B Page 350 of 609 dotloop signature verification: dtlp.us/RLnI-NKYI-WHGp Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DNR USE ONLY Project No. Permit No. Date Prepared 02/14/2023 Date Revised Project Identity San Marnan Business Park First Addition 1. Design Basis Initial Design Year ( 2033) Residential Service Area Acres Acres Population Persons Persons Flow (100 GPCD) GPD GPD BOD5 (0.17/#/d/cap) #/day #/day Industrial Service Area Acres Acres Rated Flow GPD GPD BOD5 #/day #/day Other Commercial Acres 17.5 Acres Rated Flow GPD 87,500 GPD BOD5 #/day 149 #/day Total BOD5 #/day 149 #/day Total Flow GPD 87,500 GPD Peak Hourly Flow GPD 350,000 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material TRUSS Joint Bell & Spigot Minimum Slope 0.40 Maximum Manhole Space 271 ft. ft. ft. Total Sewer Length 1510 ft. ft. ft. Maximum Cover 13.5 ft. ft. ft. Minimum Cover 9.2 ft. ft. ft. 3. Construction specifications (indicate ASTM Number or other standard included in the specifications). A brief description is required in each part. A. Bedding class SUDAS Section 3010 B. Pipe laying C. Compaction D. Manhole SUDAS Section 4010 SUDAS Section 4010 SUDAS Section 6010 E. Specified maximum infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures Low Pressure Air G. Alignment & grade test procedures (1) During construction Stake & batterboard (2) After construction tamping H. Deflection test procedures Mandrel Test, SUDAS Section 4060 3.05 Laser X Other Television 4. Are detailed manhole drawings included: // Yes ❑ No Typical frame and cover assembly NEENAH R-1642 Self Sealing Are manhole covers nonvented: // Yes n No Manhole diameter 48 in. Manhole opening diameter 27 (SUDAS Typ) In Material Cast Iron 5. Minimum sewer & water main separation: Horizontal 9 Are specifications included SUDAS 2022 ft. Vertical 20 in. 6. Stream, road, or railroad crossing protection N/A Are specifications included 11/2015 cmc DNR Form 542-3096; 28C Page 351 of 609 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA 2023 II I 1MIE E RIDGEWAY AVE W RIDGEWAY AVE i rilimil• 4 1 1. %,' 5 I Pal I �. • W SAN MARNAN DR i/I.: - ^� j ll II AN DR �j� L LV I W 15 Ill, ANSBOROUGH AVE PROJECT LOCATION a J Q m ,Do� c w r w Q VICINITY MAP NOT TO SCALE I-35 / Ames Des Moines Council Bluffs Mason City Dubuque WATERLOO Cedar Rapids Marshalltown 1-80 Burlington LOCATION MAP Davenport GRADING, PAVING AND UTILTIES WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2022 EDITION (SUDAS) AND WATERLOO WATER WORKS STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAINS (8-22-2007) CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Dr. Cedar Falls, Iowa 50613 Phone 319-266-0258 www.cgaconsultants.com SHEET NO. A.01 A.02 A.03 B.01-B.03 B.04 C.01-C.03 C.04 C.05 C.06 C.07 D.00 D.01-D.03 D.04-D.05 E.01-E.02 J.01 M.00 M.01-M.06 MSA.01-MSA.04 MWM.01-MWM.05 RR.01 RR.02 X.01-X.08 INDEX OF SHEETS DESCRIPTION TITLE SHEET SYMBOLS, LEGEND AND GENERAL INFORMATION EXISTING CONDITIONS AND DEMOLITION PLAN TYPICAL SECTION AND DETAILS SWPPP DETAILS ESTIMATE OF QUANTITIES AND REFERENCE INFORMATION STORM SEWER TABULATIONS SANITARY SEWER TABULATIONS SANITARY SEWER SERVICE TABULATIONS WATER MAIN TABULATIONS OVERALL GRADING PLAN TOWER PARK DRIVE PLAN AND PROFILE HURST DRIVE PLAN AND PROFILE DETAILED DETENTION BASINS GRADING PLAN TRAFFIC CONTROL AND SIGNAGE PLAN OVERALL UTILITY PLAN STORM SEWER PLAN AND PROFILE SANITARY SEWER PLAN AND PROFILE WATER MAIN PLAN AND PROFILE PRE CONSTRUCTION SWPPP POST CONSTRUCTION SWPPP CROSS SECTIONS PLAN SET ISSUE DATE: 04-05-2023 I hereby certify that this engineering document 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 Adam C. Deters, PE Iowa License Number 19579 My license renewal date is December 31, 2024 Pages or sheets covered by this seal: ALL SHEETS PER INDEX THIS SHEET Y119/2 3 Date CGA PROJECT NO. 5602_1 SHEET A.01 Page 352 of 609 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA 2023 Y _W RIDGEWAY AVE E RIDGEWAAVE VI" it ill I 5 1 W SAN MARNAN DR ANSBOROUGH AVE Rry Ell PROJECT LOCATION Q J m E SAN MARNAN DR to N IY r W A y �I7 S VICINITY MAP NOT TO SCALE 1-35 Ames Des Moines Council Bluffs Mason City WATERLOO Marshalltown I-80 LOCATION MAP GRADING, PAVING AND UTILTIES WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2022 EDITION (SUDAS) AND WATERLOO WATER WORKS STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAINS (8-22-2007) CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Dr. Cedar Falls, Iowa 50613 Phone 319-266-0258 www.cgaconsultants.com SHEET NO. A.01 A.02 A.03 B.01-8.03 B.04 C.01-C.03 C.04 C.05 C.06 C.07 D.00 D.01-D.03 D.04-D.05 E.01-E.02 J.01 M.00 M.01-M.06 M SA.01-MSA.04 MWM.01-MWM.05 RR.01 RR.02 X.01-X.08 INDEX OF SHEETS DESCRIPTION TITLE SHEET SYMBOLS, LEGEND AND GENERAL INFORMATION EXISTING CONDITIONS AND DEMOLITION PLAN TYPICAL SECTION AND DETAILS SWPPP DETAILS ESTIMATE OF QUANTITIES AND REFERENCE INFORMATION STORM SEWER TABULATIONS SANITARY SEWER TABULATIONS SANITARY SEWER SERVICE TABULATIONS WATER MAIN TABULATIONS OVERALL GRADING PLAN TOWER PARK DRIVE PLAN AND PROFILE HURST DRIVE PLAN AND PROFILE DETAILED DETENTION BASINS GRADING PLAN TRAFFIC CONTROL AND SIGNAGE PLAN OVERALL UTILITY PLAN STORM SEWER PLAN AND PROFILE SANITARY SEWER PLAN AND PROFILE WATER MAIN PLAN AND PROFILE PRE CONSTRUCTION SWPPP POST CONSTRUCTION SWPPP CROSS SECTIONS PLAN SET ISSUE DATE: 04-05-2023 I hereby certify that this engineering document 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 Adam C. Daters, PE Iowa License Number 19579 My license renewal date is December 31, 2024 Pages or sheets covered by this seal: ALL SHEETS PER INDEX THIS SHEET 3 Date CGA PROJECT NO. 5602_1 SHEET A.01 Page 353 of 609 LEGEND EXISTING • t7% LP SIGN PROPOSED EVERGREEN TREE DECIDUOUS TREE FRUIT TREE 56 SHRUBS(BUSHES) TREE LINE STUMP SWAMP CEMETERY GRAVE CAVE SINK HOLE WELL WINDMILL CISTERN SEPTIC TANK LP GAS TANK UNDERGROUND STORAGE TANK SATELLITE DISH SIGN (TYPE AS NOTED) FLAGPOLE • SOIL BORING • MONITORING WELL ® © PARKING METER 1 MAILBOX O POST ® B BOLLARD SPRINKLER HEAD SPRINKLER HEAD VALVE - - - GUARDRAIL (BEAM OR CABLE) -X X- -0 0 FENCE O — — TILE OUTLET - - -> ---- — DRAINAGE WAY EDGE OF WATER .--.--s—s— SILT FENCE -'OS,- �70S� CONTOUR LINE SPOT ELEVATION SPH SP.,/ �77• BUILDING O IWA= WA= © @Au 1-800-292-8989 www.iowaonecall.com ve.a.�ti A 0 FDC P®V San(*) StS (*) DT SD PROPOSED W WATERLINE WATER VALVE A FIRE HYDRANT ® WATER METER .- ' CURB STOP T YARD HYDRANT ▪ FIRE DEPT. CONNECTION FDC iV POST INDICATOR VALVE • SANITARY SEWER LINE STORM SEWER LINE •-- DT DRAIN TILE - SD ---- SUBDRAIN O MANHOLE © © CLEANOUT ❑ INTAKE BEEHIVE INTAKE © ® ROOF DRAIN /0 ® ROOF DRAIN (SURFACE) p ® ROOF DRAIN (UNDERGROUND) ----G (*)---- G GAS LINE ca Ps41 GAS VALVE © ® GAS METER —OH E— —OH E— OVERHEAD ELECTRICAL LINE ---- E(')---- E BURIED ELECTRICAL LINE O • POWER POLE © ® ELECTRICAL METER 1 1 ELECTRICAL HIGHLINE TOWER ▪ TRAFFIC SIGNAL STREET LIGHT ▪ LUMINAIRE ® ® ELECTRICAL BOX/TRANSFORMER ----FO(*)---- FO FIBER OPTICS LINE • FIBER OPTICS BOX F® ® FIBER PEDESTAL ----T(*)---- T TELEPHONE LINE f TELEPHONE POLE Q ® TELEPHONE PEDESTAL ❑T TELEPHONE BOX ® CABLE TELEVISION LINE ----WC)---- TELEVISION PEDESTAL © © TELEVISION BOX AC ❑� AIR CONDITIONER I.I �I. 7� EXISTING PROPOSED -- SECTION/R.O.W. LINE BOUNDARY LINE PROPERTY LINE — — EASEMENT LINE SETBACK LINE • ▪ R.O.W. RAIL OR LOT CORNER • 0 CONCRETE MONUMENT • GOVERNMENT CORNER MONUMENT • PARCEL OR LOT CORNER MONUMENT TEMP. CONSTRUCTION EASEMENT CORNER $ SURVEY CONTROL POINT ABBREVIATIONS STM INT INT-MH STCO FES STP STFM SMH SACO SAP SAFM FH YH WV CS PIV FDC RCP CMP HDPE PVC DI CP BM SB MW PM SH GV GM PP EM TS LP EB FB TB TP CB AC CBU STORM SEWER MANHOLE STORM SEWER INTAKE STORM SEWER INTAKE WITH MANHOLE STORM SEWER CLEANOUT STORM SEWER FLARED END SECTION STORM SEWER PIPE STORM SEWER FORCE MAIN SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER PIPE SANITARY SEWER FORCE MAIN FIRE HYDRANT ASSEMBLY YARD HYDRANT ASSEMBLY WATER VALVE CURB STOP POST INDICATOR VALVE FIRE DEPT. CONNECTION REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE HIGH -DENSITY POLYETHYLENE PIPE POLYVINYL CHLORIDE PIPE DUCTILE IRON PIPE SURVEY CONTROL POINT SURVEY BENCHMARK SOIL BORING MONITORING WELL PARKING METER SPRINKLER HEAD GAS VALVE GAS METER POWER POLE ELECTRIC METER TRAFFIC SIGNAL LIGHT POLE/STREET LIGHT ELECTRICAL BOX/TRANSFORMER FIBER OPTICS BOX/PEDESTAL TELEPHONE BOX/PEDESTAL TELEPHONE POLE CABLE/TELEVISION BOX AIR CONDITIONER UNIT CLUSTER MAILBOX UNIT LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE 5th P.M., CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH 1/4 CORNER OF SECTION 9, TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE 5TH P.M.; THENCE, S0°30'26'W 33.00' ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9 TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF WEST SAN MARNAN DRIVE (PREVIOUSLY ESTABLISHED); THENCE, CONTINUING SO°30'26'W 1290.97' ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9 TO THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9, SAID POINT ALSO BEING ON THE NORTH RIGHT OF WAY LINE OF HIGHWAY 20 (PREVIOUSLY ESTABLISHED); THENCE, N88°45'42"W 775.36' ALONG THE NORTH RIGHT OF WAY LINE OF SAID HIGHWAY 20; THENCE, N81 °36'52' W 391.86' ALONG SAID NORTH RIGHT OF WAY LINE; THENCE, N76°01'43"W 165.06' ALONG SAID NORTH RIGHT OF WAY LINE TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 9; THENCE, N00°32'34"E 771.81' ALONG SAID WEST LINE; THENCE, NORTHWESTERLY 82.18' ALONG THE ARC OF A 270.00' RADIUS CURVE, CONCAVE NORTHEASTERLY, HAVING A CHORD BEARING OF N64°09'21 "W AND A CHORD DISTANCE OF 81.86'; THENCE, N55°26'13"W 17.26'; THENCE, N34°33'47"E 91.13'; THENCE, NORTHEASTERLY 264.88' ALONG THE ARC OF A 437.50' RADIUS CURVE, CONCAVE NORTHWESTERLY, HAVING A CHORD BEARING OF N17°13'06"E AND A CHORD DISTANCE OF 260.86'; THENCE, NO°34'12"E 31.32' TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID SAN MARNAN DRIVE; THENCE, N89°48'16"E 1285.81' ALONG SAID SOUTH RIGHT OF WAY LINE TO THE POINT OF BEGINNING, CONTAINING 38.31 ACRES. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, IF ANY. PROPOSED USE BUSINESS PARK OWNER OF RECORD: JOHN AND DAN PROPERTIES LLC NOTES: 1. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY. SITE PLAN PREPARED BY: 3. PROJECT MANAGER: CLAPSADDLE-GARBER ASSOCIATES, INC 5106 NORDIC DRIVE CEDAR FALLS, IOWA 50613 PH 319-266-0258 W W W.CGACONSULTANTS.COM APPLICANT: JOHN AND DAN PROPERTIES LLC SURVEY PREPARED BY: CLAPSADDLE-GARBER ASSOCIATES, INC 5106 NORDIC DRIVE CEDAR FALLS, IOWA 50613 PH 319-266-0258 W W W.CGACONSULTANTS.COM FIELD WORK COMPLETED: 5-5-2017 DATE OF PREPARATION: 2-20-2023 UNDERGROUND STRUCTURES, FACILITIES, AND UTILITIES HAVE BEEN PLATTED FROM AVAILABLE SURVEYS, RECORDS AND DEEDS. THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. 4. TYPICAL DEPTH OF COVER ON WATERMAIN PIPE IN WATERLOO IS 6 FT. 5. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (*) HAVE BEEN LOCATED PER THE FOLLOWING ASCE STANDARD GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" : (A) - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B) -INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C)-INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D)- INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. UTILITY COMPANIES THE FOLLOWING UTILITIES ARE PRESENT ON THIS PROJECT MEDIACOM BRIAN KADNER 845-544-9656 CEDAR FALLS UTILITIES JERALD LUKENSMEYER 319-268-5330 CENTURY LINK SADIE HULL MID AMERICAN-GAS JORDYN WEBER MID AMERICAN-ELECTRIC JORDYN WEBER UNTIE PRIVATE NETWORKS JOE KILZER 918-547-0147 319-291-4728 319-291-4728 816-425-3556 WINDSTREAM COMMUNICATIONS LOCATE DESK 800-281-1901 CITY OF WATERLOO LAURA WOLFF 319-291-4553 WATERLOO WATER WORKS CHAD COON 319-232-6280 GENERAL NOTES: 1. PROJECT SCHEDULE - THE CONTRACTOR SHALL PREPARE A DETAILED SCHEDULE OF WORK, WHICH SHALL BE SUBMITTED AT THE PRECONSTRUCTION CONFERENCE. THE SCHEDULE SHALL SHOW ANTICIPATED EQUIPMENT AND MATERIAL DELIVERIES AND COMPLETION OF MAJOR TASKS IN THE PROJECT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY (UNLESS DESIGNATED BY THE ENGINEER) TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL, WHICH IS NOT DESIRABLE TO BE INCORPORATED IN THE WORK INVOLVED ON THIS PROJECT (EXCAVATION, BROKEN CONCRETE, CMP OR RCP). NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. ALL DISPOSAL SITES TO BE APPROVED BY THE ENGINEER. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY AND SITE EXCAVATION FOR THIS PROJECT. 3. THE CONTRACTOR SHALL USE TESTING EQUIPMENT AND PROCEDURES THAT ARE ACCEPTABLE TO THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THAT TRUCKS TRAVELING TO AND FROM THE PROJECT SITE ARE IN GOOD WORKING ORDER AND DO NOT DROP MATERIAL ONTO THE STREET. 5. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. 6. MINIMUM COMPACTION UNDER ALL PAVED STREETS IS 95% STANDARD PROCTOR A MINIMUM OF 1.5 FEET BELOW THE BOTTOM OF THE SUBBASE IN CUT SECTIONS AND FROM STRIPPED NATURAL GROUND TO THE BOTTOM OF THE SUBBASE IN FILL SECTIONS. COMPACTION REPORTS SHALL BE SENT TO OWNER AND ENGINEER. COMPACTION OF BACKFILL IN ALL TRENCHES AND EXCAVATIONS SHALL BE 95% STANDARD PROCTOR DENSITY. CONTRACTOR TO BE RESPONSIBLE FOR COST OF COMPACTION TESTING, SAMPLE COLLECTION, LABORATORY TESTING, AND OTHER ACTIVITIES ASSOCIATED WITH OR REQUIRED FOR PROPER COMPACTION TESTING AND RESULTS. ALL COMPACTION TESTS THAT DO NOT MEET COMPACTIONS STANDARDS OUTLINED ABOVE AND IN THE REFERENCE SPECIFICATIONS SHALL BE RE -WORKED, RE -COMPACTED, AND RE -TESTED AT THE CONTRACTORS EXPENSE UNTIL A PASSING RESULT HAS BEEN ACHIEVED. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING WATER AND DRYING OF MATERIAL TO ACHIEVE MOISTURE CONTENT THAT MEETS THE REFERENCE SPECIFICATIONS. 7. THE ENGINEER WILL FURNISH THE REQUIRED STAKES AND BENCH MARKS FOR THIS WORK. THE CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND DIMENSIONS AS SHOWN ON THE PLANS AND CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE NEED FOR SURVEY STAKES. THE CONTRACTOR SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO THE ENGINEER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING SURVEY STAKES AND MARKS, AND IF ANY SURVEY STAKES OR MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR, HE SHALL BE CHARGED FOR THE COST OF REPLACING THEM. 8. ALL CONTRACTORS SHALL USE CAUTION WHEN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE TILE LINE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE REPLACED AT HIS EXPENSE WITHOUT COST TO THE CONTRACTING AUTHORITY. ANY TILE LINES BROKEN OR DISTURBED BY DESIGNATED CUT LINES WILL BE REPLACED AS DIRECTED BY THE ENGINEER IN CHARGE OF CONSTRUCTION. 9. UTILITIES - THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM CURRENT RECORDS AND/OR FIELD SURVEYS. HOWEVER, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE EXACT LOCATIONS AND ELEVATIONS, SIZE, AND MATERIAL TYPE OF ALL UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPECTIVE UTILITY COMPANIES OF THE COMMENCEMENT OF WORK ON THE PROJECT AND TO COORDINATE THE NECESSARY ADJUSTMENTS. THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE FIELD BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION SO THEIR EXACT LOCATIONS MAY BE DETERMINED. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO THE OTHER APPLICABLE WORK. 10. PRIOR TO OPENING AN EXCAVATION, A REASONABLE EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION, CAREFUL PROBING OR HAND DIGGING SHALL DETERMINE THE EXACT LOCATIONS AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. 11. PART VI OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. CONTRACTOR SHALL FURNISH ALL NECESSARY TRAFFIC CONTROL DEVICES AND THE COST SHALL BE INCIDENTAL TO THE TRAFFIC CONTROLS ITEM ON THIS PROJECT. ALL BARRICADES AND TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND LATEST SUPPLEMENTS TO THE BASE SPECIFICATIONS. 12. THE CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH IOWA DNR STORMWATER POLLUTION PREVENTION REQUIREMENTS AND SHALL COMPLY WITH ALL ASPECTS OF THE STORMWATER POLLUTION PREVENTION PLAN AS SHOWN ON SHEET RR.01 & RR.02 AND OTHER LOCATIONS. THE OWNER SHALL APPLY FOR AND KEEP CURRENT THE REQUIRED IOWA DNR STORMWATER PERMITS. A QUALIFIED INDIVIDUAL WITH THE ENGINEER'S ORGANIZATION SHALL PERFORM WORK SITE SWPPP INSPECTIONS ON A WEEKLY BASIS AND ALSO AS NEEDED AFTER SIGNIFICANT WEATHER EVENTS. 13. THE COST OF CONNECTING PERFORATED SUBDRAIN TO EXISTING STRUCTURES OR TILE LINES SHALL BE CONSIDERED INCIDENTAL TO THE COST PER LINEAL FOOT OF THE PERTINENT PIPE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WATER MAIN SHUT DOWNS WITH CITY OF WATERLOO UTILITIES PERSONNEL AND ANY AFFECTED CUSTOMERS TO MINIMIZE SERVICE DISRUPTION. SHUT DOWNS MAY HAVE TO BE COMPLETED DURING NON-TRADITIONAL HOURS DEPENDING ON THE NEEDS OF THE AFFECTED CUSTOMERS. NO ADDITIONAL COMPENSATION WILL BE PROVIDED TO THE CONTRACTOR FOR THIS WORK. NO. REVISION BY DATE N0. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA SYMBOLS, LEGEND, AND GENERAL INFORMATION PROJECT NO. 5602_1 SHEET N0. A.02 Page 354 of 609 - A.03 SHEETS EXISTING CONDITIO O4E • LP OH E 15" RCP EX INTAKE RIM=945.75 ��.9 FL=940.41 15" RCP (E) EX SAN MH / RIM=950.07 II FL-939.508" PVC(SE). II 1 \ FL=939.39 8" PVC (W) II - I I / EX INTAKE RIM-948.99 FL=944.9518" RCP (S) .FISHER DRIVE 18" RCP FH EX INTAKE FL-945.2418" RCP (N) 7 ELEC B0} GAS VALVE � FL IN \ FL-940.79 151 RCP (W) HA FI ELEC TRANS \ \ \ \ ELECTRANS \ I \ \) EX SAN MH I I)f RIM=945.53 I .FL IN=935.31 8' PVC (E) FIELD VERIFY FL OUT 935.21 8' PVC (NW) FIELD VERIFY w FH - -rr- - (G)- - - TGIG)- - - GM- - GM- (C) CiMEl7■&MMIrE=_EI 5-= FTC■-21c=�Mgc .iC-s.-� ER33=reaalnmi�r■ FL=943.834"ADS (N)� EXISTING W SAN MARNAN DRIVE FL-944.58 RCP (N). _cty� = = GM- _ �IG�_ - �- _�r �(l1 =� cJr= _ r4 / - - - �--. EX APRON - FL=932.87_ Gse EX ST MH RIM-939.23 FL-930.34 36" CMP(E) J ,FL-931.4124' CMP(S) 7. i O 7 l GAS VALVE � J/ )1I I `I / / FH / - - PP \ PP / `\ N \1 \ \ 1 PROPERTY LINE (TYP.) / / 1 ) / / ) \ \\ 1 \ \ 1 \ I I \\/ \ \ \ \ 1 I I / / // / / / / 1 I \ 1 i I \ 1 ) I 11 ! ' / .'le.° I i I / 1 I 1 "'' / /2 i 1 / T/ /; / / / / / 7 / i I 1 i / I / / / / / / / / // / / / / / / EX APRON / / / FL=933.53 \ \ \ / /� / / / / / / / / / / / / / / / / �i V I \ / / / / / / / / / / / / / \ ( ( / / / / ✓ 7 / / EX 18"ACP� I I I I / / / / / / / / / \ \ AFL933.40 ✓ \\ \ l I I I/ / / // // / // I/ / \ <\ `/ \ \ I I I / / / \ -\- \ 1 1 1 ( / / / / ) \ / \ \\ I \ \ \ \ \ \ \ \ \ \ \ \ g \94z` \ \ ' 1 \ \\ \ \\ \\ \\ \\ \\ \\, \ 'r ''\ \ \ \ - \ EX SANITARY MH RIM=937.56 Q \ \ V / \ FL-925.15 8"(E) \ \ \ \ \ \ \ ''S '\ \ \ \ \ - --FL-925.23 81(W) \ \ \. `ro \ \ \ \ \ \ \ / / •\ \ \ \ / PROPERTY LINE (TYP.) \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ , I EX INTAKE / / / / / ✓ \ \ 9ss 9A\ s\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ \ \ \\ / I FL=928.71 R5M MP (N) III / / / / \ \ \ \ \ \ \ \ \ \ \ \ X. \ _ - - / \ I I 1 I I FLL 9288935118" CMP (E) 8" CMP (W) II l / z/ \\ \\ \\ \ \\ \ \�\\N\\-----\, \ 1 I I I 1 I I l/ / / i-� \ \ \ \ I / \\\ �6„STANDPIPE ---957 \ \ \\ \\ \\ \ \ \ \ • \ \ • \ \ _ \\ \ 11 I / Il /l I I /l I 1 / �_ \ \ \ \ \ \ N. \ \ \ \ \ \ I \ \ \ \ \ \ `9`j`9 \ \ \\PROPERTY LINE (TYP.) \ \ \ \ EX SAN STUB OUT , I \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ s Q\ \ \r FL=939.888' PVC(NW) - \ \ \ \ 9 STANDPIPE / / / -954- \ _ _ \ \ \ \ \ \ \ \\ \ \s\\ \ \ \ ----- 6' / / / \ - -X / \ \ \\ \ \ \ \ \ \ ,,,,,\ 9A\ \ \ X \ / 953. - ✓ \ 9 / / / \ \ \ \ \ \9,7. \ \ \ \ / _ \ 9 \ I \ - \ / / / / \ \ \ \ / I / / / / / \_\ \ \ \ -- J / / / • ▪ \\ \ \ \ \ \ - \ \ / -950� \ / \ / / 7 / \ � \ ✓ I \ \ \ \ \ I / / l / / / l 949: ` :----:" - - \ �. - \ \ \ \-- / \ \ / / / �, \ ) ` --9471148 I / // / / / / / \ \ _ / // / / / / / ( _ / 7 / - I9N5, \\- - --- 6c_�• 1 / FH/ X / /////7 // "I i - #'6-c 5�1GI EX ST MH RIM-938.89 > FL-931.59 24" CMP(W) FL-931.47 24' CMP(N) EX FH FL-931.55 18' CMP(S) PP I I / i \ \ \ \ \ \ FL� 2.63 \ \ \ I 18" RCP 4 938 / - / �11 III:. I I 11. III /I BE 1- 68 EX FH ELEC TRANS ELEC TRANS EX INTAKE FL-933.02 15" CMP(W) EX ST MH RIM-936.20 FL-932.9418" RCP(N) FL-933.0818" RCP(W) FL-933.0315" CMP(E) EX INTAKE RIM-933.30 I FL-929.26 15" CMP (S) low EX FH- 15' CMP GENERAL DEMOLITION NOTES: 1. ADJOINING PROPERTIES SHALL BE PROTECTED DURING DEMOLITION OPERATIONS. DEBRIS ON ADJOINING PROPERTIES SHALL BE CAREFULLY REMOVED BY CONTRACTOR. 2. ANY DAMAGE TO EXISTING PAVEMENT TO REMAIN DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT TO REMAIN. 3. REMOVE ALL SIGNS, LIGHTS, POSTS, POLES,WALLS, AND ASSOCIATED FOUNDATIONS AS INDICATED. BACKFILL ALL HOLES AND DEPRESSIONS WITH SUITABLE SOIL 4. CONTRACTOR SHALL SUPPLY DETAILED CONSTRUCTION SCHEDULE TO THE CITY. 5. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY: A. CITY OF WATERLOO B. OWNER C. CLAPSADDLE-GARBER ASSOCIATES, INC. 6. CONTRACTOR SHALL DISPOSE OF PAVEMENT & FENCING OFF -SITE 7. ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. KEY DEMOLITION CONSTRUCTION NOTES: OREMOVE CONCRETE & ALL ASSOCIATED CURBS. SEE SHEET D.04, D.05, AND DETAIL 2 ON SHEET B.01 FOR DETAILED REMOVAL INFORMATION. ® REMOVE EXISTING RCP APRON © REMOVE EXISTING ROAD BARRICADE AND SIGNS f////// ® REMOVE ALL EXISTING TREES AND SHRUBS • IMMEMMI GRAPHIC SCALE 0 80' 160' 240' N0. REVISION ADDED CLEARING/ GRUBBING UMITS BY RRH DATE 3/1/23 NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DATE 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT NO. 5602_1 SHEET N0. A.03 Page 355 of 609 B SHEETS.dwg - B.01 DETAILS- 0 Np*S SUDAS REFERENCED DETAILS FIGURE NUMBER NAME 3010.101 TRENCH BEDDING & BACKFILL ZONES 3010.102 RIGID GRAVITY PIPE TRENCH BEDDING 3010.103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING 3010.104 PRESSURE PIPE TRENCH BEDDING 4030.221 PCR APRON SECTION FOOTING 4040.231 SUBDRAINS 4040.232 SUBDRAIN CLEANOUTS 6010.301 CIRCULAR SANITARY SEWER MANHOLE 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES 7010.101 JOINTS 7010.102 PCC CURB DETAILS 7010.103 MANHOLE BOXOUTS IN PCC PAVEMENT 7030.102 CONCRETE DRIVEWAY, TYPE B 7030.201 CLASSES OF SIDEWALK 7030.204 GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK 7030.207 CURB RAMP FOR CLASS B OR C SIDEWALK 7030.210 DETECTABLE WARNING PLACEMENT 9040.102 FILTER BERM & FILTER SOCK 9040.110 RIP RAP FOR PIPE OUTLET ONTO FLAT GROUND 9040.119 SILT FENCE 9040.120 STABILIZED CONSTRUCTION ENTRANCE 14.5' 3.0' 2% SLOPE STANDARD INTEGRAL 6" PCC CURB POROUS BACKFILL ®CASE B, TYPE-1 SUBDRAIN 60.0' ROW 31.0' BACK / BACK / 14.5' 15.5' 12.5' 2% SLOPE GEOGRID L 9.5' 2% SLOPE STANDARD INTEGRAL 6" PCC CURB 7" PCC PAVEMENT 8" GRANULAR SUBBASE® POROUS BACKFILL 12" SUBGRADE PREPARATION 01 TOWER PARK DRIVE TYPICAL SECTION NOT TO SCALE 2.0' POROUS BACKFILL ® PERFORATED 6" SUBDRAIN 13.5' 60.00' ROW 5' V F20 S VARIES 4" PCC SIDEWALK (BY OTHERS) CASE B, TYPE-1 SUBDRAIN® 37.50' BACK / BACK INTEGRAL CURB & GUTTER 6" STANDARD 2% SLOPE (TYP.) 1.0' SAWCUT 24.0' PROPOSED GRADE LINE ErMar I 7" PCC PAVEMENT 8" GRANULAR SUBBASE® 12" SUBGRADE PREPARATION EXISTING PAVEMENT EXIST 6" SUBDRAIN 02 HURST DRIVE TYPICAL SECTION NOT TO SCALE EXIST 6" SUBDRAIN SEE STREET PROFILES (SHEET D.01-D.03) CROSS SECTIONS (SHEET X.01-X.06) AND GRADING PLANS (SHEET D.00) FOR ADDITIONAL GRADING INFORMATION. SEE STREET PROFILES (SHEET D.04-D.05) CROSS SECTIONS (SHEET X.07-X.08) AND GRADING PLANS (SHEET D.00) FOR ADDITIONAL GRADING INFORMATION. NO. REVISION BY DATE N0. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TYPICAL SECTION AND DETAILS PROJECT NO. 5602 1 SHEET NO. B.01 Page 356 of 609 B SHEETS.dwg - B.02 DETAILS- 0 PLAN ENGINEERING FABRI FOOTING FORAPRO TOP OF BANK CROSS-SECTION TOP OF BANK — EDGE OF CHANNEL rru.-a7-1wi "77e7 AkaTak•--115 BLE CHANNELrewal EMS THICKNESS, T ENGINEERING FABRIC PROFILE SECTION A -A MIN CONSTRUCT NOTCH AT END OF APRON. DEPTH = 2T. TYPICAL SECTION REINFORCING BAR LIST D W Mark Size Length Count 12" 2' 4" 4f1 4 2'-0" 3 4f2 4 3'-8" 2 15" 2'-10 1 " 4f1 4 2'-6 y2" 3 4f2 4 3'-8" 2 18" 3'-5" 4f1 4 3'-1" 3 4f2 4 3'-8" 3 24" 4'-6" 4f1 4 4'-2" 3 4f2 4 3'-8" 3 30" 5'-7" 4f1 4 5'-3" 3 4f2 4 3'-8" 4 36" 6'-8" 4f1 4 6'-4" 3 4f2 4 3'-8" 5 42" 7'-3„ 4f1 4 6'-11" 3 4f2 4 3'-8" 5 RCP APRON SECTION 4f2 #4 BARS @ 18" ELEVATION D W Mark Size Length Count 48" 7'-10" 4f1 4 7'-6" 3 4f2 4 3'-8" 6 54 8 5 4f1 4 8'-1" 3 4f2 4 3'-8" 6 60" 8'-11" 4f1 4 8'-7" 3 4f2 4 3'-8" 6 66" 8'-11" 4f1 4 8'-7" 3 4f2 4 3'-8" 6 72" 10'-0" 4f1 4 9'-8" 3 4f2 4 3'-8" 7 78" 10'-7" 4f1 4 10'-3" 3 4f2 4 3'-8" 7 84" 11'-1" 4f1 4 10'-9" 3 4f2 4 3'-8" 8 01 FLARED END SECTION (FES) FOOTING & RIP -RAP APRON FOR PIPE OUTLET INTO CHANNEL EXISTING WATER MAIN FIRE HYDRANT BARRED) FIRE HYDRANT VALVE FIRE HYDRANT ANCHOR TEE DO NOT RUN WIRE UP VALVE BOX TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH GROUND ROD EW WATER MAIN POSSIBLE SPLICE EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO INTERNAL TERMINALS OF TRACER WIRE STATION AND BACK DOWN. REFER TO WM-201 FOR DETAILS OF FIRE HYDRANT ASSEMBLY. CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TERMINATION POINTS. 02 TYPICAL INSTALLATION TRACER SYSTEM WM-102 Polyethylene tube Rpe STEP 1 Plastic odhesive tape STEP 2 Plastic adhesive lope STEP 3 Polyethylene tube Polyethylene tube Place lobe of polyethylene materialon pipe prior to lowering it into the trench. 2. Pull the tube over the length of pipe. Secure tube to pipe at joint. Fold moterioloround the adjacent spigot end and wrop with plastic adhesive tape to hold the ploslic tube in place. 3. Overlap first tube with adjacent tube and secure with Lope. Loosely cover the pipe with a polyethylene tube. Neatly draw up excess moterial oround the pipe barrel, fold on lop ol, and secure with tope. 4. Wrop iron pipe fittings, including valves and hydronts, with polyethylene material. Extend the wropping al least 1' beyond the fitting joints onto the adjoining pipe and laden to the pipe with tope. Use tope as needed to hold wrap in place. Either polyethylene sheets or sit tubing moy be used. `} SU DAS FIGURE: 5010.2 REVISION N0. REVISION DATE 13/17/06 SHEET 10F I POLYETHYLENE WRAP NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: ---- DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TYPICAL SECTION AND DETAILS PROJECT NO. 5602_1 SHEET NO. B.02 Page 357 of 609 Hydrant flag shall be a RoDon 5-foot Hydrafinder with flat • HYDRANT ASSEMBLY NOTES: F Mechanical joint A Set screw retainer long 9 bracket, or approved equal. \ . O - 1 1. WATERLOO, IA SPECIFICATIONS WATEROUS WB-67 OR CLOW MEDALLION HYDRANTS WITH FACTORY APPLLIED EPDXY PAINT IN SAFETY BLUE, WITH FIBERGLASS FLAGS, AND WITHOUT CHAINS, ARE REQUIRED. 2. INSTALL TRACER WIRE AS SHOWN ON DRAWING. 3. APPLY POLYETHYLENE ENCASEMENT ON PIPE, VALVE, VALVE BOX, FIRE HYDRANT, AND FITTINGS. Extend tracer wire(s) up Tracer Wire Access Box Use Adjustable height 1 model by VALVCO or approved equal). Cover to be stamped "WATER". p tit 70 4. ALL ITEMS OF WORK SHOWN ON THIS DETAIL, INCLUDING THE ANCHOR TEE AND THRUST BLOCKS, ARE TO BE INCLUDED IN THE HYDRANT ASSEMBLY BID ITEM. 5. USE GRADELOK, OR APPROVED EQUAL, HYDRANT SWIVEL TO MEET SPECIFIED TOLERANCE BETWEEN BOTTOM OF FLANGE AND FINISH GRADE. HYDRANT EXTENSIONS ARE PROHIBITED. i A"- ,4,./- ,, - �/ / / i Restrained 'rots W / ��/ - �/ - •.4 ]/ // restrained see stro ng detail (Section 8-B) undisturbed earth U up �� Der Section 5010 / . ��� 2' min. r quired to B (typical/ 9 y 1 I I,n i_ A D I V I = Distance between bottom flange allow repair of t 1 = vane of v ....and finished grade is 3 inch +/- 1 inch Finished grade \ - 1.,14, Min. 1.5 D ( Water main Pipe or structure , - A . -' Anchor block =1i,. • Road box (adjust to grade) Tracer wire .f\ -Cs.'" Set -screw retainer gland di p ^ IRAs required Water main trench walls - Concrete thrust block d0 • ."r t• T' Wr. !: • • •:• • • • - -- • • •z• • C.; I- Cover with polyethylene sheet • Pea gravel or 1" clean rock • • . • •/ Anchoring tee Water main . Min. 1.5%D / -r II / Turnbuckle depth in. 1.5 X 0 10 SECTION A-0. DEAD END (ALTFRNATF) uretl agar490 not • yz • • •I • y =�� Hydrant swivel shall beGate valve �4 of concrete cover hydrant d"rAifilstu - Gradelok or approved equal Concrete thrust block holes or tracer wires •� _ _ _ Trench width -' REVISION N0. r ' • ; • •` i ~ •�; • '• A /%undistu„bed �J Hook SECTION 01B I \/\ yGyG^� SECTION 8 A A SUDAS 1 REVISION DATE 10/17/06 PIPE LOWERING FIGURE: 5010.1 SHEET 2 OF 2 .` s� • �CI-� i _ Sofd concrete block di/ • • •�•. `�� . �. sp Si -, PCC THRUST BLOCKS December, 2020 O plywye AMATO OWN, AprIPPIRI N ertt rinerlM"E" or SINA,LnM 41041 Gdlre'Mgr cram /�_� / -rmer, l/ ���� �� �� GENERAL NOTES ftaisol s���w,on elo� iiiii R7! toe toporN111vm Poo otorPie eryle•drlpCllWgy A Use alternate thrust block of dead ends only when permitted by the Jurisdictional Engineer, or when TRH I �RLrnrO Nelellpmmo fK►NN{rlomsr R+'Y. li10, r specified in the contract documents. Thrust Block �5. �II�� Usrr MI! F 0 TwISACerrMC, WS n.GssfeengIMP4l45 �/L 0 Extend thrust blocks to undisturbed soil. L END (PLAN) Thrust BI ck f�. 02 Form verlicd surfaces o1 poured concrete thrust blocks except on bearing surface. T 41.11KIXI r. IPSISIOltlOnffenn. 's - O r. DEAD END (PLAN) 03 Encase allfittingst in polyethylene wrap. Do not allow concrete to directly contact joints or _ T \ o- SECTION A A '. �S , /, �/ Thrust Block _/� „ / ' fitting bolls. ® Excavation into trench wall may be necessary. 05 Refer to Table 1 for minimum bearing surface area. MOMS ear PLAN Riseikc ���� .)..., MIIil� 7 / 03 Thrust Block TABLE 1 - EE y - fj / MIN225 BEARING SURFACE (SF) TEE (PLAN) / / SIZE OF PIPE BENDS TEE OR �I 111 DEAD ENO / 11.25' 22.5' 45. 90' 4 1.0 1.0 ENS _ TtrusiBlack / �� 4.0 8.0 2.0 4.0 80 / 4.0 7.0 140 ii -.-/ 11.0 210 26.0 12 4.0 8.0 16.0 290 TEE (PLAN) 14 5.0 11.0 21.0 39.0 28.0 16 9.0 17.0 34.0 63.0 45.0 Mall"� 18 9.0 17.0 63.0 4.0 42.0 E06I1(ALENr IBANIETER lwAe .IRE RLORE MMOIarokre oppersoes �w 24 15.0 31.0 60.0 111.0 78.0 Thrust Block , 7' 30 24.0 47.0 92.0 171,0 121.0 36 34.0 67.0 132.0 244.0 173.0 mu ,,des Ms 0 ® m 0 © 0 / .%{� f/ 1// ID NOTE Area b sea upon wafer pressure of 150 ['Stand IS ; 14 31 27 27 45 72 98 -`, CROSS (PLAN) Thrust Block 4' - albwable snip assure or 1000 PSF. Jurisdclbnol ?, ; 1R s1 3; 8 39 33 72 48 I� r 0 0011110111 III�II� cond`onsmoy modify required size Dosed upon site con ; M 311 3 9 54 18 72 60 . Thrust Block Undisturbed soli 43 7R 2.5 to 1 a 1, 80 24 84 72 ' - am' f1t9p(C011 0 % f� Thrust Brock REVISION NO. --- 4i ; 2N 2.5 tot 5 15 60 36 96 78 a♦ N ; 2.5 to i 5� 21 60 36 96 84 R'T , �R Rig 1: i',T 1 1 +arm , - SUDAS RE DATE 34 M 4R 2.5 to 6 254 60 38 96 90 © Bearing surface - ���111 10/1 10/I7/96 M • 48 2.5 to 1 6r 30 80 38 96 96 ADAmp W N ��I�9 IM 2 .L _ - �v�- r - (See Table II % CROSS (PLAN) FIGURE: 5010.1 SHEET 10F 2 # M � 2.5 tot ]r 38 83 33 96 108 „EET,r, ti ELEVATION 6-6" / man. PCC THRUST BLOCKS M 11a # 1.6 to 1 9 3rx 58 38 96 113 4yNa �41Aex'Ywww FI IIPTITAI PIPF `14''`w`WO. "'tiErMbna IN LOW CLEARANCE COMPETE PIPE E APRONS N0. REVISION BY GATE N0. REVISION BY DATE ,� bar Associates, Inc No DESIGNED: ---- DATE ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATET' OO IOWA e TYPICAL SECTION AND DETAILS PROJECT NO 2 5602 1 DRAWN: ---- DATE ---- Cr1 �V-LL]� 51108 Nordic Drive CHECKED: ---- DATE ---- SHEET NO. B.03 Cedar Falls, Iowa 50613 Ph 319266-0258 APPROVED: ---- DATE- ---- www.c9aconsultants.com Page 358 of 609 B SHEETS.dwg - B.04 DETAILS- 0 o o 0 Top of Riser Section Elev: 938.30 (MIN) Top of Solid Section Elev: 937.07 (MIN) Bottom of Basin Elev: 934.00 Open Top Hickenbottom Riser 6) 5) U 8 Q U CO 03 oat NORTHEAST SEDIMENT BASIN TOTAL AREA = SB-13 + SB-14 + SB-15 + SB-17 + SB-18 + SB-21 + SB-22 + LOT 4, LOT 5, LOT 6 = 18.40 AC WET STORAGE NEEDED = 33,120 CU FT DRY STORAGE NEEDED = 33,120 CU FT TOTAL STORAGE NEEDED = 66,240 CU FT TOTAL POND CAPACITY = 204,408 CU FT 01 Design High Water Elevation (100 Year) Install 8" x 18" Eccentric Reducer Coupler NORTHEAST SEDIMENT BASIN NOT TO SCALE Top of Embankment Elev: 942.00 Emergency Overflow Elev: 941.00 Barrel length and diameter shall 1 be 41 LF 18" RCP Solid Riser pipe, use 8" HBI-88BL Hickenbottom Dewatering Riser pipe, use 8" HBI-8810 Hickenbottom E a8 6- O Uco 0 ' coo Top of Riser Section Elev: 943.56 (MIN) Top of Solid Section Elev: 942.98 (MIN) Bottom of Basin Elev: 941.14 Open Top Hickenbottom Riser 0) 6) U 8 Q � O U r%) NORTHWEST SEDIMENT BASIN TOTAL AREA = SB-06 + SB-08 + SB-09 + SB-10 + SB-11 = 4.6 AC WET STORAGE NEEDED = 8,280 CU FT DRY STORAGE NEEDED = 8,280 CU FT TOTAL STORAGE NEEDED = 16,560 CU FT TOTAL POND CAPACITY 63,441 CU FT Design High Water Elevation (100 Year) Install 8" x 15" Eccentric Reducer Coupler NORTHWEST SEDIMENT BASIN NOT TO SCALE Top of Embankment Elev: 946.00 Emergency Overflow Elev: 945.60 OBarrel length and diameter shall be29LF15"RCP Solid Riser pipe, use 8" HBI-88BL Hickenbottom O3 Dewatering Riser pipe, use 8" HBI-8810 Hickenbottom * 4, ' 4, ' 4, * 4, 4, * 4, 4, 4' 4' 4, W W 4, 4' * 4, 4' * 4, 4' * 4, 4' 4' * 4, 4, 4, EDGE LAP O1 SECURE BLANKET TO GROUND ACCORDING TO MANUFACTURER'S RECOMMENDED ANCHORING PATTERN AND MINIMUM SHOWN IN TABLE 1. ANCHOR TRENCH (12" MIN ANCHOR SPACING) ANCHOR TRENCH 2" MIN TABLE 1 Max. slope Min. anchors = 3:1 1.5/yd2 2:1 2/yd2 1:1 2.5/yd2 EDGE LAP (4'-0" MIN ANCHOR SPACING) COMPACTED SOIL END SPLICE BACKFILL (18" MIN ANCHOR SPACING) 03 ROLLED EROSION CONTROL PRODUCT (RECP) INSTALLATION ON SLOPES LONGITUDINAL SLOT INSTALL 2 ROWS OF ANCHORS, 12" ON -CENTER. STAGGER ROWS 6". COMPACTED SOIL BACKFILL INSTALL 2 ROWS OF ANCHORS, 12" ON -CENTER. STAGGER ROWS 6". ANCHOR SLOT 3" MIN EDGE LAP (4' 0' MAX ANCHOR SPACING) LONGITUDINAL SLOT 4" MIN 5 LONGITUDINAL SLOT (3'-0' MAX ANCHOR SPACING) ANCHOR SLOT (1'-0" MAX ANCHOR SPACING) 04 ROLLED EROSION CONTROL PRODUCCTTrION (RECP)IN E WATTLE COMPACT TRENCH SPOIL AGAINST UPHILL SIDE OF WATTLE. 9" (NOMINAL) DIA. OR AS SPECIFIED. DISTURBED AREA SPACE AS SPECIFIED IN THE CONTRACT DOCUMENT STAKES TURN UPHILL AREA TO BE PROTECTED 05 WATTLE OINT WRAF 1 \ NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 31 9-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: ---- DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITIONI SWPPP DETAILS WATERLOO, IOWA PROJECT NO. 5602 1 SHEET NO. B.04 Page 359 of 609 - - - - - - - - - - - - - - DIVISION 1- BASE BID PROJECT QUANTITIES - - - - ITEM NO. ITEM CODE ITEM NIT TOTALS -BUILT SECTION 2 - EARTHWORK 2010-C Clearing and Grubbing LS 1 2.01 2.02 2010-D-1 Topsoil (Strip & Stockpile), 8" CY 18800 2.03 2010-D-1 Topsoil (Respread), 6" CY 16800 2.04 2010-E Excavation, (Class 10) CY 40400 2.05 2010-G Subgrade Preparation, 12" SY 6525 2.06 4.01 2010-J-2 Subbase, (Granular), 8" 10 SY 6525 SECTION 4 - SEWERS AND DRAINS 4010-A-1 Sanitary Sewer Gravity Main, Trenched, Truss, 8" 10 LF 1510 4.02 4010-E-1 Sanitary Sewer Service Stub, Trenched, PVC, 6", SDR 23.5 01 LF 495 4.03 4020-A-1 Storm Sewer, Trenched, RCP, 12" LF 249 4.04 4020-A-1 Storm Sewer, Trenched, RCP, 15" LF 105 4.05 4020-A-1 Storm Sewer, Trenched, RCP, 18" LF 404 4.06 4020-A-1 Storm Sewer, Trenched, RCP, 24" LF 457 4.07 4020-A-1 Storm Sewer, Trenched, RCP, 23" x 37" ARCHED LF 98 4.08 4020-A-1 Storm Sewer, Trenched, HDPE, 12" LF 173 4.09 4030-B Pipe Apron, RCP, 12", W/ Apron Guard & Footing EA 1 4.10 4030-B Pipe Apron, RCP, 15", W/ Apron Guard & Footing EA 1 4.11 4030-B Pipe Apron, RCP, 18", W/ Apron Guard & Footing EA 1 4.12 4030-B Pipe Apron, RCP, 24", W/ Apron Guard & Footing EA 4 4.13 4030-B Pipe Apron, RCAP, 23" x 37", W/ Apron Guard & Footing EA 2 4.14 4040-A Subdrain, Perforated HDPE, 6" LF 3180 4.15 4040-C-1 Subdrain Cleanout, Type A-1 EA 6 SECTION 5 - WATER MAINS AND APPURTENANCES 5.01 5010-A-1 Water Main, Trenched, DIP, 16" LF 1240 5.02 5010-A-1 Water Main, Trenched, DIP, 12" LF 1371 5.03 5010-C-1 Fitting, 45 Deg. Bend, 12" EA 2 5.04 5010-C-1 Water Main Fitting, Locking Tee, DIP, 12" x 6" EA 12 5.05 5010-C-1 Water Main Fitting, Locking Tee, DIP, 16" x 6" EA 1 5.06 5010-D Water Service Stub, Trenched, DIP, 6" LF 450 5.07 5020-A Water Service Gate Valve 6" EA 12 5.08 5020-A Water Main Gate Valve 12" EA 1 5.09 5020-C Fire Hydrant Assembly EA 3 5.10 5020-C,J Fire Hydrant Assembly, Remove and Relocate EA 2 5.11 ---- Connection to Existing Water Main EA 4 5.12 5010-C-1 Water Main Fitting, Live Tap & Saddle, 12" x 6" EA 3 SECTION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 Removal of Storm & Sanitary Structures EA 1 6.02 6010-A Manhole, Sanitary, SW-301, 48" EA 10 6.03 6010-A Manhole, Storm, SW-401, 48" EA 2 6.04 6010-B Intake, Storm Sewer, SW-505 EA 8 6.05 6010-B Intake, Storm Sewer, SW-506 EA 3 6.06 6010-B Intake, Storm Sewer, SW-512 EA 2 6.07 6010-G Connection to Existing Intake EA 1 SECTION 7 - STREETS AND RELATED WORK 7.01 7030-B Curb & Gutter Removal LF 580 7.02 7010-A Pavement, PCC, 7" SY 5794 7.03 7010-A Sidewalk, PCC, 4" SY 200 7.04 7030-G Detectable Warnings SF 16 DIVISION 1 BASE BID PROJECT QUANTITIES ITEM NO. ITEM CODE ITEM UNIT TOTAL AS -BUILT AL SECTION 8 - TRAFFIC CONTROL 8.01 8030-A Temporary Traffic Control LS 1 8.02 ---- Permanent Traffic Signage SF 22 8.03 ---- Traffic Signage Removal LS 1 ` SECTION 9 - SITE WORK AND LANDSCAPING 9.01 9010-A Conventional Seeding, Seeding, Fertilizing, and Mulching (Permanent Lawn, Type 1) AC 22 9.02 9040-Q-1 Erosion Control Mulching, Conventional AC 22 9.03 9040-F Wattle/Filter Socks (Installation, Maintenance, & Removal) LF 3180 9.04 9040-J Erosion Stone TON 210 9.05 9040-L-1 Sediment Basin, Outlet Structure, 8" EA 2 9.06 9040-L-2 Sediment Basin, Removal of Sediment EA 2 9.07 9040-N Silt Fence (Installation, Maintenance, and Removal) LF 4400 9.08 9040-T Inlet Protection Device (Installation, Maintenance, Removal) EA 16 9.09 9040 Rolled Erosion Control Product SY 6470 9.10 9040 Water Quality Berm EA 2 SECTION 11 - MISCELLANEOUS 11.01 11,020 Mobilization LS 1 11.02 11,050-A Concrete Washout LS 1 NO. REVISION BY DATE NO. REVISION BY 1 CITY COMMENTS KMN 03-22-23 DATE CGA Clapsaddlc-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultants.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE' 9/26/22 CHECKED: ---- DATE' 9/26/22 APPROVED: ---- DATE' ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA ESTIMATE OF QUANTITIES AND IPRDJ5021 REFERENCE INFORMATION (SHEET C.OI Page 360 of 609 ESTIMATE REFERENCE INFORMATION ITEM NO. BID ITEM ITEM CODE DESCRIPTION 2.01 Clearing and Grubbing 2010-C Refer to SUDAS Section 2010. Item includes placement of backfill in area where roots have been removed, and removal and disposal of all materials. 2.02 Topsoil (Strip & Stockpile), 8" 2010-D-1 All topsoil and vegetation shall be removed to a depth of 8 inches within the grading limits according to section 2010 § 2.01 of Iowa SUDAS. All topsoil shall be respread at 6 inches prior to seeding according to the specifications. Refer to Iowa SUDAS section 2010 § 1.08D for measurement and payment. All waste topsoil shall be spread on site at locations approved by engineer. Topsoil Strip & Stockpile = 18,800 CY Topsoil Spread+30% = 16,800 CY Topsoil Waste = 2,000 CY 2.03 Topsoil (Respread), 6" 2010-D-1 See section 2010 in Iowa Statewide Urban Design and Specifications. Topsoil to be spread from designated topsoil piles over the disturbed area after completion of final grading and utility installation is complete. Topsoil to be placed at a depth of 6 inches. Earthwork Summary: 0 2.04 Excavation, Class 10 2010-E Cut: 39,980 CY Fill + 30%: 40,400 CY Borrow: 420 CY (This shall be contractor provided or waste topsoil may be utilized for fill areas within green space) Refer to SUDAS Section 2010 for standard specifications. Additional removal of material to establish the proposed cross section shall be removed and hauled off at the Contractor's expense. Refer to D sheets for locations of grading limits and proposed contours along with the Street Profile. Refer to X sheets for additional cross sections along street profile. All testing requirements shall be per SUDAS specifications as specified in section 2010. All equipment, labor, and materials necessary for grading operations shall be considered incidental to this bid item. All borrow material contractor must haul in for grading operations shall be suitable material per SUDAS specifications and shall be considered incidental to this bid item. Method of measurement and payment shall be plan quantity. 2. 05 Subgrade Pre eration: 12" g p _ 2010 G Refer to SUDAS Section 2010 for standard specifications. Subgrade preparation shall be 12" under street paving and shall extend two (2) feet beyond the paving edge. Subgrade preparation shall be 6" under 6" PCC sidewalk. Refer to D sheets for location of subgrade preparation. Refer to the B sheets for additional information on typical sections of subgrade preparation. Testing of subgrade preparation shall be per SUDAS specifications by means of a nuclear gauge moisture and density test on all pavement along with a proof roll on the street paving. These tests shall yield passing results prior to placement of granular subbase and shall be observed by the engineer prior to giving approval to begin placement of subbase. Re -working and re -compaction of subgrade should testing fail shall be considered incidental to this bid item. Core outs on subgrade shall be specified per the engineer upon failed proof roll. Core outs that require special treatment versus new subgrade dirt material shall be specified per the engineer upon failed proof roll and these core out locations shall be determined by the engineer. Special treatment core outs shall be paid per square yard according to SUDAS 2010. Measurement and payment for subgrade preparation shall be per square yard of preparation. 02.06 Subbase, (Granular) 8" Depth 2010-J-2 Refer to SUDAS section 2010 for standard specifications. Base work shall extend 2 feet beyond all curb lines. Granular subbase to conform to Iowa DOT Specifications section 4121. Recycled PCC material shall not be considered suitable and shall not be used. Contractor shall not permit the use of the granular subbase to deliver concrete to the paver. 4.01 Sanitary Sewer Gravity Main, Trenched, Truss, 8" 401 0 A 1 Refer to SUDAS Section 4010 for standard specifications. Testing and televising of sanitary sewer main shall be considered incidental to this bid item and shall be performed per SUDAS Section 4060. Televising tape shall be submitted to the jurisdiction and engineer for approval upon completion. Televising tapes shall be reviewed and approved by the engineer prior to paving beginning. Bedding of pipe shall be Class F-3 per SUDAS Section 3010 (SW-103). Refer to MSA sheets for locations of sanitary sewer main and sewer connections. Refer to C sheet tabulations for additional information on sanitary sewer services. Debris removal , jetting, and/or vacuuming of debris shall be considered incidental to this bid item shall it be deemed necessary during Engineer observation or review of televising. Testing of sanitary sewer is required per SUDAS specifications (low pressure & mandrel tests) and shall be observed by the Engineer for check of compliance. Method of measurement and payment shall be per linear foot of sanitary sewer pipe placed. Removal of existing sanitary sewer cleanout and connection to existing sanitary sewer main is considered incidental to this bid item. 1 4.02 Sanitary Sewer Service Stub, PVC" 6" 4010-E-1 Refer to SUDAS 4010 for standard specifications and SW-201 for information on installation. Bypass pumping, dewatering, fittings /couplings for differing pipe materials, removal back of existing sanitary sewer service pipe to new connection point, connection to sanitary sewer main/existing service, installation of wyes, bedding material, compaction, and supplemental bends/fittings needed for sanitary sewer service installation shall be considered incidental to this bid item. Sanitary sewer services shall be installed at a minimum of 1 % to a maximum of 5 % from the flowline at the wye to the end of sewer service. Temporary connections and bypass pumping shall be incidental to this bid item work. to maintain service Bedding class for sanitary sewer services shall be F-3 per SUDAS Section 3010 (SW-103). Refer to the MSA & C sheets for locations of services. Testing shall be required and considered incidental to this bid item. Method of Measurement and Payment shall be per linear foot of sanitary sewer service removed/installed. 0 4.03 - 4.08 Storm Sewer, Trenched, RCP: 12", 15", 18", & 24" RCAP: 23" x 37" HDPE: 12" 4020-A-1 Refer to SUDAS Section 4020 for standard specifications. All topsoil stripping, salvaging, and respreading in the existing terrace shall be considered incidental to this bid item. Sign removal and salvage to the City shall be considered incidental to this bid item. Contractor shall coordinate with the City and Engineer to replace sign in proper locations upon completion of the project which shall also be considered incidental to this bid item. Refer to the M sheets for locations of pipe. Storm sewer which crosses water main shall be gasketed, is it to be incidental to this bid item. At the water crossings the sticks of pipe shall be centered on each other so as the joint spacing is furthest apart possible. Contractor shall maintain a minimum 18" vertical clearance between the bottom of storm sewer and top of water main. All RCP & HDPE storm sewer shall utilize an R-2 bedding class. All pipe collars shall be troweled smooth on inside and outside of storm sewer intake or manhole - pipe collars shall be considered incidental to this bid item. Method of measurement and payment shall be per linear foot of storm sewer installed. 4.09 - 4.13 Storm Sewer Apron , RCP: 12", 15", 18", 21 ", & 24" RCAP: 24" & 23" x 37" W/ Apron Guard and Footing 4030-B Refer to SUDAS Section 4030 for standard specifications. Refer to Figure 4030.221 for Apron Footings, 4030.222 for RCP Aprons, and 4030.224 for Apron Guards. All labor, excavation, dewatering, materials, equipment, bedding material, apron guards, connection bands, tie back joints, footings, and grading for drainage shall be considered incidental to this bid item. RCP apron shall be secured with five (3) tie back joints when tying into concrete pipe. Refer to M sheets for locations of aprons. All aprons shall have Class D Rip Rap installed per the quantities shown on the M Sheets. All aprons shall have an apron guard installed (Agri -Drain stainless steel type) and shall be considered incidental. Contractor shall shape area around apron end to allow drainage into apron/pipe. All rip rap shall be installed to the top of finished grade as to not impede water flow in system. Method of measurement and payment shall be per each apron installed. 4 14 Perforated HDPE Subdrain, 6 inch 4040-A Refer to SUDAS Section 4040 for standard specifications. Refer to SUDAS Figure 4040.231 for additional information. Connections to storm sewer structures, any type of subdrain outlet, and those items described in SUDAS shall be considered incidental to this bid item. Engineering fabric shall not be required around the subdrain trench. 6" Subdrain under paving shall be Comply to SUDAS chapter 4040 section 2.01 & 2.02 type C subdrain. Refer to D sheets for locations of subdrain and B sheets for the typical street section. Subdrain outlets into structures shall be per SUDAS Figure 4040.233. Subdrain quantity shown is up to edge of intake structure or cleanout. Method of measurement and payment shall be per linear foot of subdrain installed. 04.15 Subdrain Cleanout, Type A-1 4040-C-1 Refer to SUDAS Section 4040 for standard specifications. Refer to SUDAS Figure 4040.232 for additional information and refer to D sheets for locations of subdrain cleanouts. Subdrain cleanouts shall be located in non paving areas and shall be Type A-1 cleanouts per SUDAS Figure 4040.232. Top of cleanout casting shall be located at top of finished grade and not buried after fine grading operations take place. Method of measurement and payment shall be per each subdrain cleanout/casting installed. 1 - 5.01 5.02 Water Main Trenched DIP: 16", 12" 5010-A-1 Refer to SUDAS Section 5010 for standard specifications. Item includes furnishing and installing pipe, pit excavation, dewatering, thrust blocks, tracer wire, testing, and those items mentioned in SUDAS shall be incidental to this bid item. Tracer wire shall be installed on all water main. Refer to the MWM sheets for locations of water main. At crossings with sewer pipe, contractor shall install the sticks of water main and sewer centered on each other so the joint spacing is furthest apart possible and contractor shall maintain a minimum 18" vertical clearance between bottom of sewer and top of water main. Tracer wire shall be considered incidental to this bid item and shall be installed per SUDAS Figure 5010.102 (WM-102). Thrust blocks shall be poured in place concrete as shown in the SUDAS specifications. All testing and disinfection shall be performed per SUDAS Section 5030. Contractor shall maintain a 6 foot minimum bury depth on all water main. Any bends used by contractor for vertical adjustments shall be considered incidental to this bid item. All connections to the existing water main shall be coordinated with the City of Waterloo Water Works staff. Should the contractor need to shut down the water main system at any time, these operations shall be coordianted with the City of Waterloo Water Works and all residents affected shall be notified 48 hours in advance. All testing shall be observed and verified by Engineer. Method of measurement and payment shall be per linear foot of water main installed. 5.03 - 5.05 & 5.12 11 Fittings (Water Main) 5010-C-1 Refer to SUDAS Section 5020 for standard specfications. Trench excavation, dewatering, bedding material, connection to pipes, restrained joints, thrust blocks, testing, and disinfection shall be considered incidental to this bid item. Thrust blocks shall be installed per SUDAS Figure 5010.101 (WM-101). Refer to MWM sheets for locations of all water main fittings and bends. Method of measurement and payment shall be per each fitting installed. All 12" X 6" tees, including hydrant assemblies shall be locking tees. 5.06 Water Services Trenched DIP, 6" 5010-D Refer to SUDAS Section 5010 for standard specifications. Temporary connections, dewatering, coporation at main, existing service removal, couplings/fittings for differing pipe material connections, and existing service connections shall be considered incidental to this bid item. Proposed water main shall be tested and yield passing results prior to connecting to existing property services. Proper testing and flushing shall be conducted by contractor prior to connecting to making system live and connecting existing water services. End of Service shall be marked with a 4"x4". Refer to SUDAS Figure 5010.901 for additional information on water service clearances. Refer to MWM sheets for locations and C sheet tabulations on water services. Method of measurement and payment shall be per linear foot of water service installed/removed. 5.07-5. 08 Valves, Gate: 6" & 12" 5020-A Refer to SUDAS Section 5020 for standard specfications. Dewatering, additional fittings for connections, and all other items described in SUDAS specifications shall be considered incidental to this bid item. Refer to MWM sheets for locations of all gate valves. Valve boxes, valve box covers, and valve box extensions shall be considered incidental to this bid item. Valve boxes shall be adjusted to the top of finished grade. Tracer wire shall be run up exterior of valve box for connection and locating purposes. Any adjustments required after fine grading shall be considered incidental to this bid item. Method of measurement and payment shall be per each valve installed. 0 5.09 Fire Hydrant Assembly: Installation 5020-C Refer to SUDAS Section 5020 for standard specifications and refer to SUDAS Figure 5020.201 for more details. All public hydrants installed shall be safety blue in color. Refer to MWM sheets for locations of all hydrant assemblies. Auxiliary valve, spool extensions, adjustments of hydrant assembly after final grading operations, extensions, and flushing operations shall be considered incidental to this bid item along with other items described in SUDAS specifications. Hydrant shall have a 6 foot minimum bury depth. Hydrant shall be adjusted to above finished grade per detailon Sheet B.03. Tracer wire stations as shown on the SUDAS detail shall be installed at each hydrant. Method of measurement and payment shall be per each hydrant assembly installed. Refer to standard Waterloo Water Works Hydrant Assembly detail on Sheet B.03. 5.10 Fire Hydrant Assembly, Remove and Relocate 5020-C,J Refer to SUDAS Section 5020 for standard specifications. The unit price for each relocation of an existing fire hydrant includes, but is not limited to, removal of two existing end of watermain hydrants and reinstallation within this project. This item includes a new lead, spool, and valve for complete installation of the fire hydrant in the new location. 0 11 5 Connection to Existing Water Main Refer to sudas 5010. Coordinate schedule of all shut downs and water main work with City of Waterloo Water Works. All property owners, City, and Engineer shall be notified 48 hours in advance should a water shut down be required. dewatering, temporary connections, connections to existing mains with any required fittings/bends/couplings, additional pipe removal than what is shown on plans, and all other labor and materials shall be considered incidental to this bid item. Method of measurement and payment shall be per water main connection completed. All testing must meet satisfaction of Waterloo Water Works before final tie-ins are made. 6.01 Removal of Storm & Sanita ry Structures ---- Refer to SUDAS Section 6010 for standard specifications. Refer to demolition for location of structure removals. Removal of casting, concrete, reinforcement, suitable backfill, compaction, and shaping shall be considered incidental to this bid item. Materials removed shall be disposed of at an off -site location and contractor shall comply with local, state, and federal guidelines. Castings of intakes shall be salvaged to the City of Waterloo Public Works department. Pipes which are flowing, appear to be active, or shall be connected to the new sewer systems shall be protected. Any damage to pipes to remain shall be repaired at the contractor's expense. Special care shall be taken during removal to prevent debris from getting into existing storm or sanitary sewer system. Method of measurement and payment shall be per each structure removed. 1 0 6.02 Manhole, Sanitary, SW-301 (48") 6010-A Refer to SUDAS Section 6010 for standard specifications and Figure 6010.301 (SW-301) & Figure 6010.303 (SW-303). Refer to MSA Sheets for locations of all sanitary sewer structures. Internal chimney seals, castings, and adjustment rings shall be considered incidental to this bid item along with other items described in SUDAS specifications. All sanitary sewer pipe connections at structures shall be of A-Lok type connections. Sanitary sewer castings shall be clearly labeled Sanitary Sewer per EJ 1040 AGS or equal. Castings shall be of Type A castings unless otherwise approved by the Engineer/City. Cleaning and testing shall be performed per SUDAS Section 6030. Additional work to clean manholes or use vacuum operations to remove debris from manhole shall be considered incidental to this bid item. Contractor shall verify the depth and location of sewer at this location prior to making connection. Shop drawings for structures shall be submitted to engineer prior to ordering and fabrication of structures to be installed in the field. All boxouts for structures and the materials/work required to construct the boxouts shall be considered incidental to this bid item. All boxouts shall be per SUDAS Figure 7010.103 (PV-103) and shall be diamond type boxouts. Internal chimney seals shall be utilized and contractor shall ensure internal chimney seals are installed on all sanitary manholes per SUDAS Figure 6010.306 (SW-306). Testing of manholes is required per SUDAS specifications and shall be observed by the engineer for check of compliance. All manholes shall include access steps. Method of measurement and payment shall be per each manhole installed. 0 6.03 Manhole, Storm, SW-401, 48 Inch 601 0_A Refer to SUDAS Section 6010 for standard specifications and SUDAS Figure 6010.401 (SW-401). Refer to M Sheets for locations of all storm sewer structures. Excavation, labor, equipment, bedding material, compaction, castings, pipe collars, and adjustment rings shall be considered incidental to this bid item. Pipe collars shall be troweled smooth inside and outside of manhole. Internal inverts shall create smooth transition from in pipe to out pipe. Storm sewer manholes shall be adjusted to top of finished grade. Storm sewer manhole castings shall be per EJ 1040A or equal. Castings shall be clearly marked with storm sewer as shown on the detail. Additional work to clean manholes or use vacuum operations to remove debris from manhole shall be considered incidental to this bid item. Shop drawings for structure shall be submitted to engineer prior to ordering and fabrication of structures to be installed in the field. Method of measurement and payment shall be per each manhole installed. N0. REVISION BY DATE N0. REVISION BY DATE CGA Cla sordcO ber Associates, Inc 5108NortlicD w DESIGNED: ---- DATE. 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, Iowa ESTIMATE OF (QUANTITIES AND `C REFERENCE INFORMATION PROJECT NO 5602_1 DRAWN: DATE- 9/26/22 1 CITY COMMENTS KMN 03-22-23 CHECKED: ---- DATE 9/26/22 SHEET C O2 Cedar Falls, Iowa 50613 Po319-2613-0258 APPROVED: ---- DATE- ---- wcgaconsult www.cgaconsul�an&.com Page 361 of 609 ESTIMATE REFERENCE INFORMATION ITEM NO. BID ITEM ITEM CODE DESCRIPTION Q 6.04 - 6.06 Intake,Storm Sewer: SW-505, SW-506, & SW-512 6010-B Refer to SUDAS Section 6010 for standard specifications. Refer to the M Sheets for locations of all intakes. Excavation, labor, equipment, bedding material, compaction, castings, pipe collars, and adjustment shall be poured integral with the boxout and shall be considered incidental to this bid item. Intakes shall be constructed according to SUDAS details, as called out on the plans. All Additional work to clean manholes or use vacuum operations to remove debris from manhole shall be considered incidental to this bid item. Shop drawings for structure shall be submitted to engineer prior to ordering and fabrication of structures to be installed in the field. Pipe collars shall be troweled smooth inside and outside of structure. Internal inverts shall create smooth transition from in pipe to out pipe. Method of measurement and payment shall be per each intake installed. 6.07 Connection to Existing Intake 6010-G Refer to SUDAS Section 6010 for standard specifications. Refer to M sheets for locations and additional information on storm sewer connections to Existing Storm Intake. Method of measurement and payment shall be per connection. 7.01 Curb Removal 7030-B Refer to SUDAS Section 7030 for standard specifications. Refer to A.03 Demolition Sheet for locations and additional information curb removal. Method of measurement and payment shall be per linear foot of curb and gutter unit removed. 7.02 Pavement PCC 7" 7010-A Refer to SUDAS Section 7010 for standard specifications. Refer to B sheets for typical street section, D sheets for alignment and profile of street, and X sheets for extended grading beyond street paving. Final trimming of subbase, integral curb, reinforcement, joints, joint sealing, surface curing, pavement protection, and fixture boxouts shall be considered incidental to this bid item. Refer to Figure 7010 (PV-101) for typical joints of pavement. Refer to J Sheets for additional information on staging. Refer to Figure 7010.102 (PV 102) for details on integral curb. Refer to Figure 7010.901 for additional information on typical jointing pattern. PCC pavement shall be standard Class C mix design. Testing shall be performed by Engineer in accordance with SUDAS Section 7010. Mortar shall be applied to back of curb and gutter should honeycombing be present after forms are removed. A mix design shall be submitted to the Engineer 2 weeks prior to paving operations. Method of measurement and payment shall be per square yard of pavement placed. 7.03-7.04 Sidewalk, PCC, 4" and Detectable Warning Panels: Hard Plastic 7010-A 7030-G Refer to SUDAS Section 7030 for standard specifications. Refer to the B sheets for a cross section of the sidewalk and shared use path. Jointing, backfill of edge, and clean-up shall be considered incidental to this bid item. Detectable warning panels shall be of cast iron material. Refer to SUDAS Section 7030, Part 2.07 for additional details on detectable warning panel materials. Refer to the following SUDAS figures for additional information on compliant sidewalk/paths: Figure 7030.201, 7030.202, 7030.204,7030.205, and 7030.210. All ramps, common square turning panels, longitudinal sidewalk, and street crossing forms shall be verified with the Engineer prior to paving. In the case the sidewalk ramps, turning panels, or street crossings are installed and non -compliant, they must be removed and replaced at the contractor's expense. No sidewalk shall be removed or replaced without the direction of the Engineer. Method of measurement and payment shall be per square yard of shared use path or sidewalk installed. Method of measurement and payment for detectable warning panels shall be per square foot of panel installed. 8.01 Temporary Traffic Control P ry 8030-A Refer to SUDAS Section 8030 for standard specifications. All traffic control shall comply with MUTCD standards. IA DOT standard road plans shall be utilitized for all traffic control operations. Traffic control signage and barricades shall be in place at all times. Placement, maintenance, and removal of traffic control barricades and signage shall be considered incidental to this bid item and shall be the responsibility of the contractor. Refer to the J sheets for additional information on staging and pedestrian/traffic control. Method of measurement and payment shall be lump sum for this bid item. 8.02 Permanent Traffic Signage All signs shall conform to the requirements of MUTCD and the City of Waterloo Supplemental Specifications. Refer to the J sheets and B sheets for additional details and unique signs. Signs shall be a minimum height, measured vertically from the bottom of the sign to the top of the curb, of 7 feet. prior to fabrication, shop drawings of each sign shall be submitted. Each drawing is to be a scale drawing of the sign face, showing the size, arrangement, and spacing of all letters, numbers, symbols, and borders. 8.03 Traffic Signage Removal Refer to A.03 Demolition Sheet for locations and additional information Traffic Signage Removal. Method of measurement and payment shall be per lump sum of signage and controls removed. O 9.01 Hydraulic Seeding, Fertilizing, and Y g' g' Mulching (Permanent Lawn, Type 1) 9010-A Refer to SUDAS Section 9010 for standard specifications. Type 1 seeding shall be by conventional seeding method per SUDAS Section 9010, Part 3.05. Removal of rocks, removal of debris, removal of large dirt clumps, repairing rills/washouts, preparing seedbed, placement of seed, placement of fertilizer, placement of mulch, and maintenance care to establish growth shall be considered incidental to this bid item. Seeding shall be permanent urban seeding per SUDAS Section 9010, Part 2.02 A. Special attention shall be paid to the seeding dates in SUDAS. Should the seeding dates be missed, temporary seeding and mulch shall be placed and permanent seeding, fertilizer, and mulch shall be placed in the spring. Temporary seeding in the event the permanent seeding dates are missed shall be performed at the contractor's expense. Erosion controls shall remain in place until stabilization of all seeded areas has reached 75%. All disturbed areas within green space shall receive permanent urban mixture seeding, fertilizer, and mulch. Re-seedingand re-mulchingshould the seed not establish shall beperformed at the contractor's expense. Seedingshall beplaced on a minimum of 6 inches of topsoil to establish growth. Placement of seed and limits of each mixture shall be coordinated and verified with the 9 P P the Engineer prior to placement. All green spaces must be seeded with permanent urban lawn mixture (Type 1). Method of measurement and payment shall be per acre of seeding, fertilizing, and mulching placed. 9.02 Erosion Control Mulching, Conventional 9040-Q-1 Refer to SUDAS Section 9040. Method of measurement and payment shall be per Acre of Erosion Control Mulching installed. 9.03 Wattle/Filter Socks (Installation, Maintenance, & Removal) 4 90F 0 Refer to SUDAS Section 9040 and Figures 9040.102 & 9040.105. Engineer shall field locate where wattles/filter socks shall be placed and these shall be installed on an as needed basis dependent on the construction staging sequence. These wattles/filter socks shall not be used as inlet protection as clogging of intakes may take place - inlet protection shall be internal type devices per bid item 9.08. Method of measurement and payment shall be per linear feet of filter sock/wattle installed, maintained, and removed after stabilization. 0 9.04 Erosion Stone 9040-J Refer to SUDAS Section 9040 and Figure 9040.111 for additional details. This bid item shall be utilized at the inlet and outlet of the RCP Aprons. Engineering fabric shall be placed under erosion stone. Method of measurement and payment shall be per ton of erosion stone placed.® 9.05-9.06 Sediment Basin, Outlet Structure, Size, & Removal Sediment 9040-L-1 Refer to SUDAS Section 9040 and Figures 9040.113 & 9040.115 for additional details. This bid item shall be utilized within the Detention Basins, see E sheets for additional details. Method of measurement and payment shall be per installed, maintained, and removal of sedimentation structure. 9.07 Silt Fence (Installation, Maintenance, & Removal) 9040-N Refer to SUDAS Section 9040 and Figures 9040.119. Construction plans shall locate where silt fence shall be placed and these shall be installed on an as needed basis dependent on the construction staging sequence. Silt fence shall be properly installed per SUDAS, maintained, and removed at the end of the project following proper stabilization of vegetation. Method of measurement and payment shall be per linear feet of silt fence installed, maintained, and removed after stabilization. 9.08 Inlet Protection Device 9040-T Refer to SUDAS Section 9040. Inlet protection shall be internal style protection and filter socks shall not be used as they cause clogging of inlet. Inlet protections shall be installed and maintained properly throughout the construction project. Inlet protections shall be removed upon conclusion of the project and vegetation reaching proper stabilization. Method of measurement and payment shall be per each inlet protection installed, maintained, and removed following stabilization. 9.09 Rolled Erosion Control Product 9040 Refer to SUDAS Section 9040 for standard specifications. Refer to RR.02 SWPPP Sheet for locations. Method of measurement and payment shall be per square foot of rolled erosion control product installed. 9.10 Water Quality Berm 9040 9040 Refer to SUDAS Section 9040 for standard specifications. Refer to E.01-E.02 for Water Quality Berm locations. This item includes but is not limited to engineering fabric. Method of measurement will be per each water quality berm system installed as well as LF of subdrain installed. Method of payment will be per each water quality control berm system installed. 11.01 1 Mobilization 11 2 0 0 Refer to SUDAS Section 11.020 for standard specifications. The movement of personnel, equipment, and supplies to the job site shall be considered incidental to this bid item. All costs incurred by the contractor for mobilization are incidental to other bid item work and no separate payment shall be made. The establishment of offices, storage, and other facilities necessary for construction along with bonding, permitting, and other expenses incurred prior to the start of construction shall also be considered incidental to this bid item. Method of measurement and payment shall be lump sum for this bid item. 11.02 Concrete Washout 11,050-A Refer to SUDAS Section 11.050 for standard specifications. Provide concrete washout to contain, collect and dispose of concrete debris containments. N0. REVISION BY DATE N0. REVISION BY DATE 510 s ordcQarber Associates, Inc CGA 5108NortlicD a DESIGNED: ---- DATE. 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA ESTIMATE OF (QUANTITIES AND `C REFERENCE INFORMATION PROJECT NO 5602_1 DRAWN: DATE- 9/26/22 1 CITY COMMENTS KMN 03-22-23 CHECKED: ---- DATE 9/26/22 SHEET NO. C.03 1 CITY COMMENTS RRH 04-05-23 Cedar Falls, lowa 50613 Powcgaco-0255 www.cgaconsuuan�s.com APPROVED: ---- DATE- - Page 362 of 609 C SHEETS UTILITIES. Storm Sewer Structures Storm Sewer Pipes Nam -Alignment Reference Sta, Offset Northing/Fasting TOC Bottom of ucture End Structure LengthAAA?Size Type Start Elev End Elli Elev Well Elev 10 STP - 101 INT - 101 INT - 102 31 18" DIA 18" RCP 0.65% 942.74 942.54 FES- 1001 24 inch Flared End Section 67 x 74 N:8829871.69, E:15468547.39 935.23 STP - 102 INT - 102 FES - 101 23 24" DIA 24" RCP 1.06% 942.43 942.19 FES - 101 24in Flared End Section 5602 - Tower Park Road 10+07.27,-38.54' L N:8829432.64, E:15467269.63 944.52 STP - 201 INT - 201 INT - 202 32 18" DIA 18" RCP 0.50% 942.55 942.39 \s, FES-902 j- FES - 201 24in Flared End Section 5602 - Tower Park Road 20+00.15,-60.22' L N:8829417.52, E:15468220.50 940.47 STP - 202 INT - 202 SMH - 201 172 18" DIA 18" GASKETED RCP 1.00 % 942.29 940.57 FES - 601 12in Flared End Section 5602 - Tower Park Road 9+12.01, -102.73' L N:8829519.92, E:15467230.15 943.13 STP - 203 SMH - 201 INT - 203 166 24" DIA 24" RCP 0.50 % 940.47 939.64 FES - 701 15in Flared End Section 5602 - Tower Park Road 8+99.65, -57.37' L N:8829489.64, E:15467194.18 942.72 STP - 204 INT - 203 INT - 204 130 24" DIA 24" GASKETED RCP 0.50% 939.54 938.88 FES - 801 DR-202 (23" x 37") 5602 - Tower Park Road 23+90.79,-287.32' L N:8829594.69, E:15468521.36 935.79 STP - 205 INT - 204 FES - 201 42 24" DIA 24" RCP 0.60% 938.79 938.54 FES - 901 DR-202 23" x 37" ( ) 5602 - Tower Park Road 20+66.97, 37.93' R N:8829301.76, E:15468242.90 942.72 STP - 301 INT - 301 INT - 203 81 18" DIA 18" RCP 0.50% 940.04 939.64 1 I STP - 901 FES - 902 24in Flared End Section 5602 - Tower Park Road 20+30.79, -53.27' L N:8829399.66, E:15468242.90 942.07 STP - 302 INT - 302 INT - 301 249 12" DIA 12" GASKETED RCP 2.00% 945.13 940.14 j FES - 903 24in Flared End Section 5602 - Tower Park Road 10+73.84, 44.87' R N:8829338.28, E:15467319.37 945.62 STP - 401 INT - 401 INT - 204 27 18" DIA 18" RCP 0.50% 939.02 938.88 / FES - 904 24in Flared End Section 5602 - Tower Park Road 10+65.16, -42.99' L N:8829426.56, E:15467319.37 944.73 STP - 501 INT - 502 INT - 501 31 15" DIA 15" GASKETED RCP 1.00% 933.55 933.86 STP - 401 INT - 101 SW-505 5602 - Tower Park Road 10+07.27, 15.50' R N:8829381.13, E:15467253.30 946.11 942.42 STP - 502 INT - 502 SMH - 501 44 15" DIA 15" GASKETED RCP 0.84% 933.82 933.45 / 00o 0 INT - 102 SW-505 5602 - Tower Park Road 10+07.27,-15.50' L N:8829410.68, E:15467262.66 946.11 941.93 STP - 601 INT - 601 FES - 601 173 12" DIA 12" HDPE PIPE 2.07% 945.59 942.00 �--:- INT - 201 SW-505 5602 - Tower Park Road 15+19.18, 15.50' R N:8829491.55, E:15467745.99 948.42 942.05 STP - 701 FES - 701 EX STORM INTAKE 30 15" DIA 15" GASKETED RCP 1.09% 941.20 940.88 ` '':;;:; INT - 202 SW-506 5602 - Tower Park Road 15+38.02, -15.50' L N:8829523.78, E:15467762.64 948.22 941.79 STP - 801 FES - 801 INT - 801 50 18" DIA 18" RCP 1.26% 934.00 933.37 INT - 203 SW-506 5602 - Tower Park Road 18+73.34, -15.50' L N:8829437.41, E:15468090.14 944.60 939.04 STP - 901 FES - 901 FES - 902 98 24" DIA 23" x 37" GASKETED ARCH CULVERT 0.66% 938.97 938.32 INT - 204 SW-506 5602 - Tower Park Road 20+07.77, -15.49' L N:8829374.10, E:15468207.61 943.51 938.29 STP - 903 FES - 904 FES - 903 88 24" DIA 24" GASKETED RCP 1.00% 942.40 943.28 INT - 301 SW-505 5602 - Tower Park Road 17+93.23, 15.50' R N:8829446.97, E:15468005.35 945.46 939.54 0 STP -1001 FES-1001 EX STORM PIPE 12 24" DIA 24" RCP 2.20% 932.90 932.63 INT - 302 SW-512 (18in) 5602 - Tower Park Road 18+89.95, 247.05' R N:8829199.34, E:15467978.18 948.44 944.63 STP - 1001 ffffli INT - 401 SW-505 5602 -Tower Park Road 20+07.09, 15.52' R N:8829346.36, E:15468193.75 943.51 938.52 FES- 1001-, 0 0 INT - 501 SW-505 5602 - Tower Park Road 23+42.16, -15.51' L N:8829320.67, E:15468524.98 939.32 933.36 INT - 501 10 INT - 502 SW-505 5602 - Tower Park Road 23+42.62, 15.51' R N:8829289.88, E:15468528.76 939.36 933.05 - - - - s s - - 1 STP - 501 I INT - 601 SW-512 (18in) 5602 - Tower Park Road 8+77.08, -272.30' L N:8829679.25, E:15467297.88 948.64 944.93 1 I I INT - 801 SW-505 5602 - Tower Park Road 24+53.22, -275.83' L N:8829594.47, E:15468571.45 936.79 933.07 N SMH - 201 SW-401 (48in 5602 - Tower Park Road 17+09.81, -22.75' L N:8829511.51, E:15467939.55 946.51 939.67 STP-102 / ' = I STP-502 -STP 901 / 0 INT-102 �a INT-301 '4 , 9 '8S° / '� ��� STP-8011 1N0T_801 s�` FES-701 INT-601 STP-301 STP-501 ss 5 sts O% STP - 101 �p -srs STP-601 FES 901 / �° � 3a a _ _ e: \ 9 .. �o �' � I y / .... INT - 502 / / / h..- / / ro I I N 1 0 / / / XSTP-201 �s g3.96' \\�, INT-203 STP - 202 hQ a I 12�15 / s SMH - 201 O I, r7 co I INT-302 STP-203 FES-904 STP - 205 O STP - 204 - _ _ _ sIs 0 FES-601 ;Is _ _ �srs STP - 20 �. STP-903 FES-201 INT - 201 1 g3 ' ` 58•89° 8a STP-301 75 8.26- FES-801 STP-101 �� . . H �.STP-205SMH-501 ass \ ` 0 STP - 801 1- g-/ 33 / STP - 903 INT - 202 0 z' 01, Ss STP - 502 sslol FErs I� FES-903 STP-102*1* 01 STP-204 ' INT 89.08° / FES-101 - 101 STP - 201rSTP - 202 STP - 401 INT - 204 EX STS PIPE GRAPHIC SCALE NO. REVISION BY DATE N0. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106Nordic Dr'ne Cedar Falls, Iowa50613 Ph 319-266-0256 www.cgaconsultams.com DESIGNED: ---- DATE: 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION 7�� WATERLOO, 'OO, IOWA STORM SEWER TABULATION PROJECT NO. 5602_1 DRAWN: ---- DATE: 9/26/22 1 CITY COMMENTS KMN 03-22-23 0 5' 10' 15' CHECKED: ---- DATE- 9/26/22 SHEET NO. C. 04 2 CITY COMMENTS RRH 04-05-23 APPROVED: ---- DATP ---- Page 363 of 609 C SHEETS UTILITIES. Sanitary Sewer Structures Type Northing/Fasting Top/Rim Elev Bottom of Well Elev In Flow Out Flow SMH -102 SW-301 (48in) N: 8829471.22, E: 15467595.23 951.47 937.21 E = 938.41 W = 938.31 SMH -103 SW-301 (48in) N: 8829682.67, E: 15467594.51 954.69 943.76 N/A S = 944.22 SMH - 201 SW-301 (48in) N: 8829506.08, E: 15467735.16 948.31 934.20 W = 934.80 E = 934.70 SMH - 202 SW-301 (48in) N: 8829482.72, E: 15467956.21 945.90 931.98 W = 932.52 SE = 932.42 SMH - 203 SW-301 (481n) N: 8829366.83, E: 15468187.16 943.79 930.80 NW = 931.40 N = 931.39 E = 931.30 SMH - 204 SW-301 (48in) N: 8829303.21, E: 15468419.12 943.54 929.75 W = 930.35 E = 930.25 SMH - 205 SW-301 (48in) N: 8829330.67, E: 15468548.01 939.08 925.40 W = 926.00 E = 925.90 SMH - 301 SW-301 (48in) N: 8829595.20, E: 15468187.13 942.29 931.78 NE = 932.28 S = 932.28 SMH - 302 SW-301 (48in) N: 8829656.58, E: 15468263.05 942.51 932.16 N/A SW = 932.66 SAP - 103 SAP - 200 SMH-102 \ SMH - 203 SAN SERV-14� SAP - 203 -SAN SERV-15 Sanitary Sewer Pipes Name Start Structure End Structure LengthType Slope Start Elev End Elev SAP - 103 AW-6N MPE SMH - 102 208 8" DIA 8.0" TRUSS PIPE 2.80% 944.22 938.41 SAP - 200 SMH - 102 SMH - 201 140 8" DIA 8.0" TRUSS PIPE -2.50% 938.31 934.80 SAP - 201 SMH - 201 SMH - 202 218 8" DIA 8.0" TRUSS PIPE 1.00% 934.70 932.52 SAP - 202 SMH - 202 SMH - 203 254 8" DIA 8.0" TRUSS PIPE 0.40% 932.42 931.40 SAP - 203 SMH - 203 SMH - 204 237 8" DIA 8.0" TRUSS PIPE 0.40% 931.30 930.35 SAP - 204 SMH - 204 SMH - 205 128 8" DIA 8.0" TRUSS PIPE 3.33% 930.25 926.00 SAP - 205 SMH - 205 EX. SAN PIPE 6 8" DIA 8.0" TRUSS PIPE 0.40% 925.90 925.87 SAP - 301 SMH - 301 SMH - 203 224 8" DIA 8.0" TRUSS PIPE 0.40% 932.28 931.39 SAP - 302 SMH - 302 SMH - 301 94 8" DIA 8.0" TRUSS PIPE 0.40% 932.66 932.28 GRAPHIC SCALE 0 5' 10' 15' NO. REVISION BY DATE N0. REVISION BY DATE CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA SANITARY SEWER TABULATION PROJECT NO. 5602_1 SHEET NO. C 05 Page 364 of 609 C SHEETS UTILITIES. Sanitary Sewer Services didiAlignmenim. N.E. @ Main Statism/GI Main N.E. @ Stub aliiiileh.S. @ Stub Length iirdhType Slope Start Elev End Elev Depth Ser `pe OSan Sery - 1 5602 - Tower Park Road 8829472.92 15467601.97 13+71.84, 1.37' R 8829436.81 15467615.71 13+71.84, 40.00' R 39 6" DIA 6.0" PVC 5.00% 938.68 940.62 11.04 Type 1 San Sery - 2 5602 - Tower Park Road 8829632.67 15467594.60 14+10.68, -152.39' L 8829632.62 15467579.57 13+99.54, -156.79' L 15 6" DIA 6.0" PVC 5.00% 940.65 941.40 12.64 Type 1 San Sery - 3 5602 - Tower Park Road 8829683.52 15467592.70 14+19.93, -201.76' L 8829689.83 15467579.37 14+11.96, -211.52' L 15 6" DIA 6.0" PVC 5.00% 942.27 943.01 11.39 Type 1 OSan Sery - 4 5602 - Tower Park Road 8829629.67 15467594.59 14+10.01, -149.51' L 8829629.72 15467609.58 14+21.29, -145.40' L 15 6" DIA 6.0" PVC 5.00% 940.55 941.30 12.93 Type 1 San Sery - 5 5602 - Tower Park Road 8829493.47 15467844.42 16+20.42, 12.78' R 8829546.21 15467847.69 16+18.40, -40.03' L 53 6" DIA 6.0" PVC 5.00% 934.07 936.72 11.32 Type 1 San Sery - 6 5602 - Tower Park Road 8829490.80 15467879.80 16+56.64, 10.59' R 8829461.26 15467877.97 16+60.12, 40.00' R 30 6" DIA 6.0" PVC 5.00% 933.53 935.01 11.51 Type 1 San Sery - 7 5602 - Tower Park Road 8829489.75 15467889.67 16+66.73, 9.85' R 8829459.39 15467887.79 16+70.93, 40.00' R 30 6" DIA 6.0" PVC 5.00% 933.39 934.91 11.43 Type 1 San Sery - 8 5602 - Tower Park Road 8829465.50 15467990.54 17+71.90, 4.36' R 8829505.53 15468010.02 17+74.61, -40.07' L 45 6" DIA 6.0" PVC 1.00% 932.29 932.74 10.80 Type 1 San Sery - 9 5602 - Tower Park Road 8829393.88 15468133.25 19+32.10, 1.86' R 8829359.55 15468116.54 19+34.00, 40.00' R 38 6" DIA 6.0" PVC 5.00% 931.59 933.50 10.34 Type 1 San Sery -10 5602 - Tower Park Road 8829389.40 15468142.18 19+42.08, 1.49' R 8829354.73 15468125.30 19+44.00, 40.00' R 39 6" DIA 6.0" PVC 5.00% 931.55 933.48 10.25 Type 1 San Sery -11 5602 - Tower Park Road 8829308.47 15468399.84 22+14.76, -3.59' L 8829344.07 15468409.86 22+21.57, -39.99' L 37 6" DIA 6.0" PVC 5.00% 930.42 932.26 12.73 Type 1 San Sery -12 5602 - Tower Park Road 8829307.18 15468404.57 22+19.63, -2.77' L 8829265.34 15468393.09 22+12.57, 40.01' R 43 6" DIA 6.0" PVC 5.00% 930.40 932.56 12.51 Type 1 San Sery -13 5602 - Tower Park Road 8829304.59 15468414.0815468403.05 22+29.35, -1.00' L 8829264.36 22+21.96, 40.01' R 42 6" DIA 6.0" PVC 5.00% 930.36 932.44 12.58 Type 1 San Sery - 14 5602 - Tower Park Road 8829659.08 15468263.09 19+18.09, -293.08' L 8829669.08 15468263.19 19+13.35, -301.89' L 10 6" DIA 6.0" PVC 1.00% 932.76 932.86 9.75 Type 1 San Sery -15 5602 - Tower Park Road 8829656.68 15468265.54 19+21.40, -292.16' L 8829656.32 15468308.45 19+59.17, -312.51' L 43 6" DIA 6.0" PVC 1.00% 932.76 933.19 9.48 Type 1 REVISION CITY COMMENTS BY KMN DATE 03-22-23 N0. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE- 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA SANITARY SEWER SERVICE TABULATION PROJECT NO. 5602_1 SHEET NO. C 06 Page 365 of 609 C SHEETS UTILITIES. Water Services Name Length Size Type Reference AlignmenSta, Offset Northing/Easting Water Sery - 1 16 6" DIA Ductile Iron 5602 - Tower Park Road 13+28.30, 24.58 8829434.89, 15467572.05 Water Sery - 2 60 6" DIA Ductile Iron 5602 - Tower Park Road 14+64.41, 20.42 8829479.40, 15467694.28 Water Sery - 3 60 6" DIA Ductile Iron 5602 - Tower Park Road 16+29.06, 20.42 8829484.94, 15467851.89 Water Sery - 4 15 6" DIA Ductile Iron 5602 - Tower Park Road 16+49.52, 24.57 8829478.13, 15467870.72 Water Sery - 5 60 6" DIA Ductile Iron 5602 - Tower Park Road 17+83.99, 20.40 8829446.13, 15467995.20 Water Sery - 6 60 6" DIA Ductile Iron 5602 - Tower Park Road 19+19.14, 20.40 8829383.88, 15468112.96 Water Sery - 8 15 6" DIA Ductile Iron 5602 - Tower Park Road 22+03.06, 24.58 8829281.80, 15468384.88 Water Sery - 9 60 6" DIA Ductile Iron 5602 - Tower Park Road 22+44.63, 20.41 8829282.22, 15468428.18 Water Sery - 10 67 6" DIA Ductile Iron 5602 - Tower Park Road 25+32.25, -426.52 8829759.42, 15468613.26 Water Sery - 12 15 6" DIA Ductile Iron 5602 - Tower Park Road 8+10.91, -357.65 8829787.08, 15467292.00 Water Sery - 11 18 6" DIA Ductile Iron 5602 - Tower Park Road 8+71.80, -187.94 8829612.87, 15467245.55 Water Sery - 7 15 6" DIA Ductile Iron 5602 - Tower Park Road 19+24.00, 24.58 8829377.88, 15468115.21 Water Service Appurtenances Name Type Northing/Easting GV - 201 6" Gate Valve N: 8829435.28, E: 15467571.86 GV - 202 6" Gate Valve N: 8829478.97, E: 15467694.36 GV - 203 6" Gate Valve N: 8829484.51, E: 15467851.84 GV - 204 6" Gate Valve N: 8829478.56, E: 15467870.79 GV - 205 6" Gate Valve N: 8829445.73, E: 15467995.02 GV - 206 6" Gate Valve N: 8829383.50, E: 15468112.75 GV - 208 6" Gate Valve N: 8829282.23, E: 15468384.93 GV - 211 6" Gate Valve N: 8829787.11, E: 15467291.57 GV - 211 6" Gate Valve N: 8829613.06, E: 15467245.16 GV - 207 6" Gate Valve N: 8829378.26, E: 15468115.42 GV - 209 6" Gate Valve N: 8829281.78, E: 15468428.15 GV - 210 6" Gate Valve N: 8829759.42, E: 15468613.70 Water Fittings Name Type Northing/Eastint E - 101 Elbow N: 8829280.85, E:15468506.51 E - 102 Elbow N: 8829301.91, E:15468527.57 TEE - 101 Tee N: 8829477.35, E:15467694.67 TEE - 103 Tee N: 8829482.89, E:15467851.65 TEE - 104 Tee N: 8829480.19, E:15467871.04 TEE - 106 Tee N: 8829444.22, E:15467994.37 TEE -107 Tee N: 8829382.05, E:15468111.96 TEE - 108 Tee N: 8829379.70, E:15468116.21 TEE - 111 Tee N: 8829283.87, E:15468385.13 TEE - 113 Tee N: 8829280.14, E:15468428.06 TEE - 116 Tee N: 8829787.20, E:15467289.92 TEE - 115 Tee N: 8829613.79, E:15467243.68 TEE - 110 Tee N: 8829314.83, E:15468252.14 TEE - 102 Tee N: 8829484.44, E:15467745.01 TEE - 100 Tee N: 8829436.76, E:15467571.15 TEE - 114 Tee N: 8829759.41, E:15468615.35 TEE - 201 Tee N: 8829372.75, E:15467257.49 Water Appurtenances Namir FH - 103 Type Hydrant Assembly Northing/Easting N: 8829305.72, E: 15468248.95 GV -103 12" Gate Valve N: 8829486.18, E: 15467809.30 GV - 104 6" Gate Valve N: 8829313.27, E: 15468251.59 GV -101 6" Gate Valve N: 8829371.18, E: 15467257.00 FH 101 Hydrant Assembly N: 8829364.14, E: 15467254.82 GV -102 6" Gate Valve N: 8829482.83, E: 15467745.11 FH - 102 Hydrant Assembly N: 8829471.98, E: 15467745.76 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN TABULATION PROJECT NO. 5602_1 SHEET NO. C 07 Page 366 of 609 GENERAL GRADING NOTES 1. SLOPES SHALL NOT BE GREATER THAN 3:1 2. ALL SLOPES STEEPER THAN 4:1 SHALL BE STABILIZED WITH RECP AS PER THE SPECIFICATIONS 3. STRIP TOPSOIL TO MINIMUM 8" DEPTH AND STOCKPILE PER PLAN. RESPREAD TOPSOIL TO MINIMUM 6" DEPTH AS PER SPECIFICATIONS. TOPSOIL OVER -EXCAVATION MAY BE NECESSARY TO PROVIDE ADEQUATE MATERIAL FOR UNIFORM 6" RESPREAD. 4. REFER TO D SHEETS FOR STREET GRADING. 5. REFER TO B SHEETS FOR PAVEMENT DETAILS. 6. UTILITIES NOT SHOWN FOR CLARITY, REFER TO M, MSA AND MWM SHEETS FOR MORE DETAILS. \ / / I \ / \ LOT 13 r III / I / / ( W SAN MARNAN DRIVE - / g49• g48 .947 Ay, n........" ` \ L. — — — GID-- — — G __ -- — — — 6(0)— =c(D)— — — —Gm-- ...c@1� t— -_ - / / .94G �� l -- —GID) GID—--G(DI---- _ gg �� 1 .` D) GID)— — — re - —952— -- �951.- —950�� s _ \ -- l _ - �BIG)��-�1PL _ _ — _ sac sac--- -s�sc �� _ -� (1 (1 11 (C) � 49� —948 � 947- - �946 � x 94 9 �—�-Z$�,�G 953.r J mom A 9y9 8 ,(D1g39 i.7. / = — — — —— -\- - FC - - - Fps - - - - FOt- _ - ` �� - g �^ J,iB 9i6� fi. �;�; / - —---- = \'� }��� RFD a�—F¢� �_ 40 = I-� Ww1 /�/� i =, ` mP\s / T+� �2 1., ,,HAND POUR (TYP.) b, "-€_ J� — 9� —) i- y H .. ,,,r�>•.r�7 E� — 1 - I / _ / / / CONTRACTOR TO COORDINATE WITH UTILITY _ —\ — ` 1 —� — — 1(/ — 7/ 7 I (— ` — TO ADJUST EXISTING ABOVE GROUND UTILITY \ 1 I 1 , \ \ \ \ \ TO PROPOSED FINISHED GRADE IIF I 1 \\ \\ \I \\ I ( I / I \ \ \ 1\ \ \1 I I ± / / )1/ / 1 1 I 1 \ I ( / / / / /LOT3 / I \ I I \ LOT 6 \ 1 11 I LOT5 I II / / 1/ / 1 \ \ I I ( 1; 1 tr I / LOT4 / I I I I 1 I I I1 1/ 1 I / / / /1 / / / 20' UTILITY AND / L J �— saz \ I 1 I 1 / /� / /a /p / / / / DRAINAGE / / / 937-938-939-94° /I / / /EASEMENT (TYP.) /, 935' 1 I / 1 / / I/ � / / 11 � / / .� � IC / / / / / / % /DETENTION TRACT 2 / / / / IC �ril / / R.O.W. (TYR) / / / BUILDING / / I / / / / i�' — crySEPBACK hA �/ / / ��I \ \I • DETENTION BASIN _ — \ \ (SEE SHEET E.02) NORTHEAST \ 1 1 — — LOT 1 —952— —950 -- \ LOT J — \ 11 \ /1 TEMPORARY DRAINAGE , SWALE (TYP.) LOT 8 953 9S7 NORTHWEST DETENTION BASIN (SEE SHEET E.01) jk', -j II\ \ \ \-- �\- / I// i\ \ I I 10' PUBLIC UTILITY \ ,_ - - / \ \ \ \ EASEMENT (TYP.) \ I \ r ---- -- �/ \ \ \ \ 1 \ \\ \ \� \\ II m J7=��'L °a % \\ \ \ \\ \ \ \ \ LOT 10 \ \ 11 �. / — \ \ \ \ \ \ ,/ / \ \ \ 1 1 �\ \ \ \ \ II / /G / \ \ \ \ \ \ \ \\IIII / ,/ \ \ \ \ \ \\ \\ 11 / — , \ \ �� __\ PHASE 1 I� / / 45- / \ \ \ \ BOUNDARY r '` / / / / LOT 9 \ \ _\ \ \ 7 / eye/ // \\ \ \ \ \ \\ �_ / \\ \ \ I ''''Cr\ \ J\ \9S„, \ 96.\ 9 \ \ I \\ N \N\\N�, � \ J N N GRAPHIC SCALE o 0 50' 100' 150' NO. REVISION CITY COMMENTS BY KMN DATE 03-22-23 N0. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- LOT 2 I SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA 0,1 CC 0 CC x PHASE #1 m PHASE #2' i -936 �� —937 — — \ FUTURE HURST DRIVE Q (BY OTHERS) ( / // 1 \ \ \ J OVERALL GRADING PLAN PROJECT NO. 5602_1 SHEET NO. D.00 Page 367 of 609 J:\5602 1\DWG\Sheets\5602 1 - D SHE // \PI 10+00.00 N = 8829398.10 E = 15467251.05 BEGIN PAVING STA: 10+00.00 CONNECT TO INT 102 \STA: 10+11.31 OFFSET: 16.02' L PC 10+07.27 N = 8829395.90 E = 15467257.98 CONNECT TO INT 101 STA: 10+10.92 / OFFSET: 15 /.90' R �/ h LOT 8 CURVE DATA PI STA = 11+40.11 N = 8829355.76 E = 15467384.61 D = 47°55'36" R = 298.87 T = 132.84 L = 250.00 BUILDING SETBACK PC 12+83.38 PT12+57.27 N = 8829436.05 E = 15467521.79 I / N = 8829422.85 154 / E = 1546747499.25 OS w J��J� /�yQ1 / pQJ \• G �� GF\ / , �Cs / e LOT 9 LOT 6 PJ SEM�N� �j s�\Gv�•ems i RO: CONNECT TO INT 202 STA: 15+34.30 OFFSET: 16.05' L lit - 'gain CONNECT TO INT 201 STA: 15+15.23 5' PCC OFFSET: 15.99' R \� 6 S )BDRAIN SIDEWALK _ III i / / \ - - / I I �.y/y / 1 / / \ I / \ w \ \ \ �\ \ \ \ \ \ \ \ \ \\ \\ \\,1 \ \ \. r LOT 5 IECT TO INT 202 ain: 15+41.73 OFFSET: 17.50' L - So CONNECT TO INT 201 STA: 15+23.13 OFFSET: 15.98' R CURVE DATA PI STA = 15+85.72 N = 8829588.75 E = 15467782.73 D = 59°08'34" R = 532.82 T = 302.33 L = 550.00 LOT 10 965 965 960 955 950 945 PVI STA' Y3:+.00.00 PVI EL: 950.58 O g + 0 91: 1 .60% 92' -1 08% K48.75 E: 842 960 HP S7A::13+12.10 - - - 1-IP EL:950.17 LENGTH: 125.00 • a EXISTING GRADE +1.60% -1.08% 955 950 PROPOSED GRADE 945 940 935 STA = 10+00.00 ELEV = 945.79 MAKE CONNECTION TO EXISTING STREET (SEE JOINTING PLAN FOR ADDITIONAL INFORMATION) CONTRACTOR SHALL SAWCUT FULL DEPTH FOR CLEAN EDGE PRIOR TO PAVING 940 935 930 925 2 9 9+50 10+00 2 rn 8 N l7 EXISTING ELEVATION rn 03 CO PROPOSED ELEVATION . m � N 2 rn fh 9 m t7 m M rn m N O 8 m:m rn l0 m N 11+00 12+00 13+00 14+00 rn 8:2 rn N 8 9 rn 2 15+00 15+50 1" - 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE N0. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: - DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TOWER PARK DRIVE PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. D.01 Page 368 of 609 J:\5602 1\DWG\Sheets\5602 1 - D SHE / LOT 6 CONNECT TO INT 202 6.00 OFFSET: 16.05' L CONNECT TO INT 201 STA: 15+15.23 OFFSET: 15.99' R LOT 9 _ _ / LOT 5, CONNECT TO INT 202 STA: 15+41.73 OFFSET: 17.50' L CONNECT TO INT 201 STA: 15+23.13 OFFSET: 15.98' R 1 CURVE DATA PI STA = 15+85.72 N = 8829588.75 E = 15467782.73 D = 59°08'34" R = 532.82 T = 302.33 L = 550.00 --s 5' PCC SIDEWALK 6" SUBDRAIN (TYP) / 6" SUBDRAIN (TYP) ` \ \ \ LOT 10 - LOT 4 - CONNECT TO INT 301 STA: 17+89.28 OFFSET: 15.95' R % \ e4,/<p qQ, I i \ CONNECT TO INT 301 STA: 17+97.18 OFFSET: 16.02' R CONNECT TO INT 202 STA: 18+69.51 OFFSET: 16.00' L CONNECT TO INT 301 \' / PT 18+33.38 STA: 17+93.40 Y N = 8829443.08 OFFSET: 16.00' R 1 \ I E= 15'68047.6\ / / J� \ '0'p ',Cot 4. \ \Ey' 4y O� \ \T").-p / / LOT 12 -9Q)r- \ (1)7'J\� LOT 3 \N, \ CONNECT TO INT 202 \ STA: 18+77.18 OFFSET: 17.50' L • / PC 19+69.98 N = 8829377.26 E = 15468167.35', I li X9k� I/ I / I / I \ I \ I \ I \1.90 I y I I 20' DRAINAGE & UTILITY \ \ IEASMENT I \ 7 CONNECT TO INT 202 STA: 20+03.84 OFFSET: 16.00' L DETENTION TRACT 2 • \ 1 CONNECT TO INT 204 STA: 20+11.73 OFFSET: 17.46' L 965 965 960 960 955 950 945 940 PVI STA:- 20"+DO.00 PVI EL 843.03 955 1(: 48.12 • -1.08% PROPOSED GRADE E: 4/.26 LP STA: 20+01.88 LP-EL:943:29 LENGTH. 100.00 950 945 940 935 DISTING ELEVATION 935 930 amaen 925 EXISTING ELEVATION "1 " PROPOSED ELEVATION 930 ey� 60 ah 606p Ol y8 Ol O pn pm 060 fh N yN 6 8 g 925 15+50 16+00 17+00 18+00 19+00 20+00 21+00 21+50 1" = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc DESIGNED: 5106 Nordic Drive DRAWN: ---- Cedar Falls, Iowa 50613 DATE' 9/26/22 DATE- 9/26/22 Ph 312266-0255 CHECKED: - DATE 9/26/22 www.cgac0nsuliants.com APPROVED: ---- DATE ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TOWER PARK DRIVE PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. D.02 Page 369 of 609 J:\5602 1\DWG\Sheets\5602 1 - D SHE STA: 18+77.18 OFFSET: 17.50' L � I CONNECT TO INT 202 PC 19+69.98 STA: 20+03.84 944 ^ca ^ N = 8829377.26 OFFSET: 16.00' L ^ sd, E = 15468167.35'°^^ ^ 'QOw </C \Q/ry \ /< G E!6 \S�M4 T01-pj \ \ -STA:20+00.11 OFFSET: 16.10' R \ LOT 11 \ CONNECT TO INT 401 STA: 20+07.58 OFFSET: 15.97' R 7 7 CONNECT TO INT 401 7 •934 \ DETENTION / TRACT 2 \ \ 1 CONNECT TO INT 204 STA: 20+11.73 OFFSET: 17.416' L ti 40' DRAINAGE EASEMENT fl BUILDING SETBA \ CK (1YP.) \ 10' pUBL1 \ \ ` UTILI=y E=SEMENT (7YP. \ R.O.W 6" SUBDRAIN (TYP.) __945 V / 7 \ LOT 1 \ CURVE PI STA = 22+05.79 N = 8829263.64 E = 15468373.97 D = 4215'16"- - R = 610.24 T = 235.80 L = 450.04 / --ID L 6" SUBDRAIN - (TYP.) -940 CONNECT TO INT 501 saz� -STA: 23+46.10 =OFFSET: 16.00' L \ - -CONNECT TO INT 501 STA: 23+38.22 OFFSET: 16.00' L CONNECT TO INT 502 _ 5' PCC _ _ -STA: 23+38.88 SIDEWALK OFFSET: 16.02' R LOT 12 II 13.5' N I I I SAWCUT AND REMOVE 1' INTO PANEL. SIMILAR TO HURST WIDENING REMOVALS. I San1o1- 1.00' SAWCUT END MACHINE PAVING + STA:23+61.17 + 'OFFSS\E11T: 0.00' R +I + tOWERPARKDR- �-'7 sc s lcl-- _sslcl-- ig -P24+20.02 = 8829318 .49 I E = 15468603.31 I I- \ SAWCUT AND REMOVE 3' INTO THIS PANEL. / 965 965 960 955 960 PVI STA: 22+00.00 PV1 STA: 20+00.00 PVI ELs945:03 PVI EL:/948.03 gl:-1�.00% 950 945 940 935 930 K: 48.12 E. 0.26 LP STA: 20+01.88 0.80% LP EL:.943.29 LENGTH. 100.00 a7 925ai 2 +1.00% EXISTING ELEVATION 1..,..r. PROPOSED ELEVATION ......... t g2: -4.03% K. 1 f3.87 HP STA: 21469.87 HP ELa944.63 LENGTH: 100.00 0 0 W a 2 ra gi m VT $FA: 22+50.0 10 II VT EL: 943.02 EXISTING ELEVATION 69 111 I.0 23+98:50 CD 955 950 h a a 4.03% PROPOSED GRADE 945 940 -1.90% om g 935 930 925 19+00 20+00 21+00 22+00 23+00 24+00 25+00 1" - 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE N0. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: - DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TOWER PARK DRIVE PLAN AND PROFILE PROJECT NO. 5602_1 SHEET NO. D.03 Page 370 of 609 J:\5602 1\DWG\Sheets\5602 1 - D SHE CONNECT TO INT 502 .STA:23+38.88 OFFSET: 16.02' R 942--. -� f +T•- ♦- +- • i / +--• • O 774. . ++/ •+++•+++• +' / /+e ++941� I ▪ +I+�� 1 W(0) art PI 0+50.00 ti \ i\ N= 8829309.45 ` 1 1 PI 0+70.71 —FD E = 154685 �.18 I I \ IN = 8829330.16 \ I I \ E = 15468582.49 — \ 94o PI0+57.64 I I \ N = 8829317.10 / 1 JI E = 15468582.32 �I 1 \ / /\1 % 1 / I 3 1 1 A 1 \ I 9 11 \ \ /\ \ / 939 CONNECT TO INT 501 / STA: 23+38.22 OFFSET: 16.00' L / CONNECT TO INT 501 I STA: 23+46.10 OFFSET: 16.00' L 943 942 CONTRACTOR SHALL COORDINATE WITH UTILITY TO RELOCATE FIBER OPTIC BOX (EX CONCRETE) — (0)---- ' (0)-- -- W(0) W(0) W(D ) W(o)--- 0ID) ---- W(0) FO FO END MACHINE PAVING STA: 0+92.81 OFFSET: 0.00' FO FO W(D) FO FO 934 935 936 937 938 �91939 CONNECT TO INT 801 . 941 STA: 3+31.09 941 OFFSET: 13.78' L N• 8829590.64 940 E: 15468570.91 939 938 CONNECT EXIST 18" RCP - TO PROPOSED INTAKE W(D( FO FO W(D )y) CONTRACTOR SHALL COORDINATE WITH UTILITY TO RELOCATE FIBER OPTIC BOX CONNECT TO INT 801 STA: 3+38.76 OFFSET: 13.77' L N: 8829598.31 E• 15468570.98 S5(C) W(0) W(D)- FO----7FO-®- '/�1--- StS(C i HURST DR. (EX CONCRETE) - - - StS(C) SISICI- - - > - SIS(C) CONTRACTOR SHALL COORDINATE WITH UTILITY TO RELOCATE FIBER OPTIC BOX 313)cl {- 31s)c FO 0 �aU to sts(c)--s)s(c) W(D) w(o) W(0)- - - - W(0) W(0) W4 ---1-----1-----1-19--- T T T---- - - FO FO FO FO FO F0 FO - - 960 960 955 950 945 940 935 S 0 0 + 0 (A m rn II a + 5) .o II' Fn d II- W rn m 93 955 950 W W II a W Li 945 940 935 930 EXISTING TOP OF PAVEMENT AT SAWCUT LINE. SEE CROSS SECTIONS FOR MORE DETAILS. 930 925 EXIST 18" RCP IE=933.32 925 920 920 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 1" - 5' VERTICAL SCALE GRAPHIC SCALE 0 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: — DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA HURST DRIVE PLAN AND PROFILE PROJECT NO. 5602_1 SHEET N0. D.04 Page 371 of 609 J:\5602 1\DWG\Sheets\5602 1 - D SHE CONTRACTOR SHALL COORDINATE WITH UTILITY TO RELOCATE FIBER OPTIC BOX L •CONNECT TO INT 801 STA: 3+38.76 OFFSET: 13.77' L 'N:8829598.31 E: 15468570.98 - — SIS(C) StS(C) W(D)— — —� HURST DR. \ —SIS(C) SISICI——— —SIS(C) CONTRACTOR SHALL COORDINATE WITH UTILITY TO RELOCATE FIBER OPTIC BOX (EX CONCRETE) u) — —BEGIN CURVE STA = 6+12.62 OFFSET = 13.50' LT N = 8829872.17 E = 15468573.84 CONTRACTOR TO COORDINATE WITH UTILITY TO ADJUST EXISTING ABOVE GROUND UTILITY TO PROPOSED FINISHED GRADE 0 D t- co\ sis(c)----rsls)c) sts(c)----sts(c)--- I CONTRACTOR SHALL COORDINATE WITH — — — W(D)— — W(D) W(D ) W(0)— — — — - 1-e---= --�FO— — FO FO FO ) UTILITY TO RELOCATE FIBER OPTIC BOX W(D( W(D) FO FO W(D) 0 FO a h ICI I! I I I 1 I END CURVE STA = 6+47.61 OFFSET = 47.71' LT N = 8829907.48 E = 15468539.96 / 0 BEGIN MACHINE I;4kVING/ STA:6+12.52 S\r OFFSET: — — —stsl _r 960 960 955 950 955 950 945 945 940 935 930 EXISTING TOP OF PAVEMENT AT SAWCUT LINE SEE CROSS SECTIONS FOR MORE DETAILS. 940 935 930 925 925 920 920 4+00 1" - 5' VERTICAL SCALE GRAPHIC SCALE 0 20' 40' 60' NO. 1 5+00 REVISION CITY COMMENTS BY KMN DATE 03-22-23 NO. REVISION BY 6+00 DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319266-0258 www.cgaconsultanis.com 7+00 DESIGNED: ---- DRAWN: ---- CHECKED: — DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- 8+00 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA 9+00 HURST DRIVE PLAN AND PROFILE 10+00 PROJECT NO. 5602_1 SHEET NO. D.05 Page 372 of 609 E SHEETS (Detention Basin Plan).dwg - DETAILED NW DETENTION BASIN GRADING PL / GRAPHIC SCALE - 948- —947- 12" RCP APRON INSTALL 10 TONS OF EROSION STONE I/ / / 100 YEAR EXPECTED / HIGH WATER ELEVATION ELEV: 944.72 \ CORE DRILL INTO EXISTING INTAKE FL: 940.88 0 20' 40' 60' 1 N0. 1 • •7 1.7% �$ 15" RCP APRON 0 INSTALL 10 TONS OF EROSION STONE WATER QUALITY BERM SEE DETAIL A FOR MORE DETAILS 941.78 ELEV:943.27 ` T\ \ r941.6, OVERFLOW WEIR ELEV: 945.60 • � v � REVISION CITY COMMENTS —Sa"ml \ / ---� NX \ / J / /fir 1\ \ \ \ / ///// / - 1 I\ 1 111 i/// // \ ;11111 \\ / / I 1 1 1 I \\\ BY KMN DATE 03-22-23 N0. REVISION *INSTALL SEDIMENT BASIN SEE DETAIL ON SHEET B.03 DETENTION TRACT 1 24" RCP APRON 0 INSTALL 10 TONS OF EROSION STONE �942.61 \ 24" RCP SEE M • RJLORE 18"RCP SEEM SHEETS FOR MORE DETAILS BY DATE 24" RCP APRON() INSTALL 10 TONS OF EROSION STONE 24" RCP SEE M SHEETS FOR MORE DETAILS __ __/ so- PROPOSED8"TRUSS SANITARY SEWER MAIN (TYP.) PROPOSED 6" _ SUBDRAIN (TYP.) 5' PCC / SIDEWALK / (TYP.> 24" RCP APRON C) INSTALL 10 TONS OF EROSION STONE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: ---- LOT 9 / DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- 944.48 FILTER ROCK DETENTION SIDE PROPOSED GRADING - / 30' DRAINAGE & UTILITY EASEMENT o• /,�� fie) /�/P�M /gPC'� \ /,\G - \\\ / V \��s \ �o\)3 / 0v \ LOT 6 PROPERTY LINE (TYP.) I SEMEN � � IPVB�\GV�\/�� // 1/1 / SOW. / 3 IN. HICKEN BOTTOM INTAKE HBI-6610 TOP OF BERM 943.27 / OUTLET SIDE 15" RCP APRON W/ FLOW RESTRICTION GROUT (SEE SHEET C.504 FOR DETAIL) ���8gr_M�������rAI. FL: 941.14 �• • `CLASS D REVETMENT 2.5' /\/\/\/\/\//\//\\//\\/////// / '• �\\/\\\\\\\\\/\\\/\\\�\\\\��\,�\ DETAIL A WATER QUALITY BERM DETAIL (NOT TO SCALE) SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA N^ CONSTRUCTED OF CLAY /////�\\// /\/\/ DETAILED NW DETENTION BASIN GRADING PLAN PROJECT NO. 5602_1 SHEET NO. E.01 Page 373 of 609 / / /y / LOT 4 / \ 70'p � v@ K / / LOT 3 / PROPERTY LINE (TYP.) A „. / ice// .m/ 937.79 / / \ 20, DRAINAGE I & UTILITY 1, \ @(77�07 \ EASEMENT I N .vG \ \ ° \ \ (7p7<7�, \ \ ,i@q0 \ \ I \� F \�OJ\ \ 0 24"I RCP APRON Ou N. \T� INSTALL10TONS A) \ E \ 0 DETAILED NE DETENTION BASIN GR J:\5602 1\DWG\Sheets\5602 1 - E SH GRAPHIC SCALE INT - 203 SW-506 \ OF EROSION STONE \ - ,NN 24" RCP SEE M SHEETS FOR MORE N. DETAILS \ 24" RCP SEE M •N SHEETS FOR MORE DETAILS \ \ 70,p LOT 11 ��< \T2gy� M -- \ \ \ 20' 40' 60' NO. 1 GSA\ nypl @Act \\ REVISION CITY COMMENTS INT - 401. SW-505 24" RCP SEE M SHEETS FOR MORE DETAILS BY KMN DATE 03-22-23 N0. / 9�,---L / /,-/ 936.78 938.93 REVISION DETENTION TRACT 2 / 23" X 37" ARCHED 0 RCP APRON INSTALL 10 TONS OF EROSION STONE \ 0/1VG SET 23" x 37" ARCHED CK 0.4% / 100 YEAR EXPECTED 34s6 HIGH WATER ELEVATIONy \ ELEV:940.18 / / / / *INSTALL SEDIMENT BASIN SEE DETAIL ON SHEET B.03 / 934.98 / ( ( CULVERT SEE M PUBLIC SHEETS FOR MORE i \ \ UTILITy DETAILS \ _ EASEMENT (TyP 23"X37"ARCHED 10 RCP APRON INSTALL 10 TONS OF EROSION STONE BY DATE R. 0, Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com PROPOSED 8" TRUSS SANITARY SEWER MAIN (TYP.) DESIGNED: ---- DRAWN: ---- CHECKED: ---- 936 937 938 939 940 941 943 LOT 1 DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- 941 940 939 938 / 937 36- / 018" RCP APRON INSTALL 10 TONS OF EROSION STONE / WATER QUALITY BERM SEE DETAIL B FOR MORE DETAIL ELEV: 937.70 FILTER ROCK DETENTION SIDE PROPOSED GRADING - DETAIL B — 941- — — —_942 _- -_ \ 3 PROPOSED 6" SUBDRAIN (TYP.) SD — .5 .34.61 2.5' 9 INT - 501 SW-505 INT - 502 OVERFLOW WEIR ELEV: 940.90 I / �c) I Ir 18" RCP SEE M SHEETS FOR MORE DETAILS I I I I I 4 IN. HICKEN BOTTOM INTAKE HBI-6610 - TOP OF BERM 937.70 1' 4 IN. DRAINTILE 2.5' 1 OUTLET SIDE 18" RCP APRON W/ FLOW RESTRICTION GROUT (SEE SHEET C.504 FOR DETAIL) FL: 934.00 CLASS D REVETMENT - N \\\��\\\\\\'..\\\\\'/\/\�\\// s BERM TO BE CONSTRUCTED OF CLAY WATER QUALITY BERM DETAIL (NOT TO SCALE) SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA S m) L II SMH - 501 - SW-401 (48in) _ s)c- stsl6l-- - -_ —W(D) — — - - 6-2: • —SR/D1— — — —WIDI — saal0/— — tOwERPARK°Ft row 5t5(0) — wlol N Sao1D1 - DETAILED NE DETENTION BASIN GRADING PLAN PROJECT NO. 5602_1 SHEET N0. E.02 Page 374 of 609 SINAGE TABLE SIGN NUMBER LOCATION QUANTITY DIM "X" (FT) DIM "Y" (FT) MUTCD TYPE SIZE (IN) AREA (SF) SIGN POST COMMENTS 1 EAST END OF EXISTING TOWER PARK DR 14 7 R11-2 24"x30" 5 NONE 2 WEST END OF EXISTING TOWER PARK DR 14 7 R11-2 24"x30" 5 NONE 10 3 NORTH END OF HURST DR & SAN MARNAN EXIT 14 7 R11-2 24"x30" 5 NOTE 20 4 EAST CORNER OF TOWER PARK DR AND BANKERS BLVD 2 7 R1-1 36"x36" 9 NOTE 3 5 EAST CORNER OF TOWER PARK DR AND BANKERS BLVD 2 7 D3-1 40"x6" 1.7 NONE SIGN POST SHARED WITH R1-1 6 NORTH EAST CORNER OF HURST DR AND TOWER PARK DR 2 7 R1-1 36"x36" 9 NOTE 3 7 NORTH EAST CORNER OF HURST DR AND TOWER PARK DR 2 7 D3-1 40"x6" 1.7 NONE SIGN POST SHARED WITH R1-1 SIGNING SCHEDULE NOTES 1. "X" DIMENSION SIGNIFIES THE DISTANCE FROM EDGE OF PAVEMENT TO EDGE OF SIGN. 2. "Y" DIMENSION SIGNIFIES HE DISTANCE FROM BASE OF THE POLE TO THE BOTTOM OF THE SIGN. 3. STREET DESIGNATION SIGNS SHALL BE MOUNTED ON 12 FT LONG SQUARE TUBE TELESPAR POSTS AND SHALL HAVE LEGEND ON BOTH SIDES OF THE SIGN. MOUNTING BRACKETS INCIDENTAL TO BID ITEM. 4. WHITE LETTERING ON GREEN, 4 IN. HIGH. FOR PUBLIC STREET SIGNS, DIVISION 1 5. ALL SIGNS AND POSTS TO BE TYPE "A" 6. POSTS TO BE INSTALLED AT A DEPTH OF 3 FEET FROM THE BOTTOM OF POST TO FINISH GRADE. 7. TRAFFIC SIGNAGE SHALL COMPLY WITH MUTCD. 8. CONTRACTOR TO SUBMIT SIGN TEMPLATE DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. W SAN MARNAN DR ---cml----srol-•----c 11 � - --Fo-- . ml so--J.--1;agl-----(4)-----cml-----cmi-----cml--- ---Fo-_ -cm)-_ OH F R1-1 STOP SIGN D3-1 "BANKERS BLVD" D3-1 "TOWER PARK DR" REFER TO B.03 FOR ADDITIONAL DETAILS MUTCD TYPE R11-2 FISHER DR tsti OHE oHF qb OHE mianow OHF {. OHE JHE - 0 JIIE - 01P'6 R1-1 STOP SIGN D3-1 'TOWER PARK DR" D3-1 "HURST DR" REFER TO B.03 FOR ADDITIONAL DETAILS MUTCD TYPE R11-2 *SEE NOTE #20 10 N 18. 19. 020. TRAFFIC CONTROL NOTES THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL. THESE METHODS AND PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. TRAFFIC CONTROL SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND PROCEDURES INVOLVED IN CONTROLLING BOTH VEHICULAR AND PEDESTRIAN TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC. 2. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA. 3. THE CONTRACTOR SHALL STAGE THE DEPLOYMENT OF THE TRAFFIC CONTROL IN CONJUNCTION WITH CONSTRUCTION PROGRESS. 4. THE CONTRACTOR SHALL FURNISH, ERECT, OPERATE, MAINTAIN, MOVE, AND REMOVE ALL TRAFFIC CONTROL DEVICES REQUIRED FOR THE PROJECT. 5. ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED AT A MINIMUM OF 2 FEET CLEAR OF THE BACK OF CURB OR OUTSIDE EDGE OF SHOULDER WHERE POSSIBLE. 6. 'ROAD CLOSED' SIGNS TO BE MOUNTED ABOVE TOP RAIL OF TYPE III BARRICADE SO AS NOT TO OBSCURE THE DIAGONAL PANELS. 7. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAL OF THE PROJECT ENGINEER. 8. ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AT ALL LOCATIONS WHERE TYPE III BARRICADES WITH 'ROAD CLOSED' SIGNS ARE USED. 9. THE BACK SIDE OF THE TYPE III SHALL BE REFLECTORIZED BY A MINIMUM OF SIX YELLOW REFLECTORS, ONE AT EACH END OF THE RAIL, OR AT LEAST ONE RAIL ON EACH BARRICADE SHALL HAVE REFLECTORIZED STRIPES PROPERLY SLOPED AT EACH END. AT ALL FULL CLOSURE LOCATIONS, THE CONTRACTOR SHALL PROVIDE ENOUGH TYPE III BARRICADES TO COMPLETELY CROSS THE ROAD. 10. LONG TERM OR PERMANENT TRAFFIC CONTROL SIGNS THAT CONFLICT WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS ARE TO BE COVERED AS DIRECTED BY THE PROJECT ENGINEER. SIGN WASHING SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE PROJECT ENGINEER. 12. ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. SHEETING OR EQUIVALENT. (IOWA D.O.T. TYPE VII SHEETING) 13. THE CONTRACTOR SHALL CONTACT THE CITY OF CEDAR FALLS PUBLIC WORKS DEPARTMENT TO REMOVE ALL PERMANENT STREET SIGNS CONFLICTING WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL REMOVE ALL OTHER SIGNS AS DETERMINED BY THE ENGINEER AND THEY SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL. 14. AT THE TIME OF INITIAL SET UP OR AT THE TIME OF MAJOR STAGE CHANGES. 100 PERCENT OF EACH TYPE OF DEVICE (SIGNS, CONES, TUBULAR MARKERS, DRUMS, BARRICADES, VERTICAL PANELS, CHANGEABLE MESSAGE SIGNS, AND PAVEMENT MARKINGS) SHALL BE CLASSIFIED AS ACCEPTABLE BY THE REQUIREMENTS OF THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA). "QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES - 1992" THROUGHOUT THE DURATION OF THE PROJECT, UNACCEPTABLE DEVICES OR SITUATIONS THAT ARE FOUND ON THE JOB SITE AS DETERMINED BY BEFORE MENTIONED PUBLICATION SHALL BE REPLACED OR THE SITUATION CORRECTED WITHIN 12 HOURS OF INITIAL NOTIFICATION BY THE PROJECT ENGINEER. 15. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON -WORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER. 16. FINAL REMOVAL OF TRAFFIC CONTROL SHALL BE PERFORMED ONLY WHEN WORK HAS BEEN APPROVED BY THE CITY OF CEDAR FALLS. COORDINATE REMOVAL WITH THE CITY OF CEDAR FALLS. 17. SIGNAGE AND WORDING IS FOR REFERENCE ONLY; SIGNAGE SHALL BE UPDATED AS NECESSARY TO REFLECT ACTUAL ROAD CLOSURE CONDITIONS. SIDEWALK CLOSURES WILL BE REQUIRED FOR ALL SIDEWALK AFFECTED BY PROJECT. MUST MAINTAIN TWO WAY TRAFFIC ON HURST DR TO ALLOW ACCESS TO EACH PROPERTY. DURING DEMO AND RECONSTRUCTION OF THE WEST HALF OF HURST DRIVE, HURST DRIVE WILL REMAINED CLOSED UNTIL WORK IS COMPLETED. A TYPE R11-2 BARRICADE WILL BE PLACED IN THE SOUTH TURN LANE ON SAN MARNAN DR. AS WELL AS ON HURST DRIVE. ACCESS TO THE EXISTING BUILDINGS SHALL BE MAINTAINED FOR REQUIRED TRAFFIC ONLY, TRAFFIC CAN BE SERVED BY TOWER PARK DR. 11. TOWER PARK DR HURST DR R1-1 D3-1 PERMANENT POST SIGN A SIGN B REFER TO MUTCD FOR ADDITIONAL INFORMATION MUTCD TYPE R11-2 ROAD CLOSED 1 1 I I TYPE 3 BARRICADE WITH ROAD CLOSED SIGN Hlo $CAL GRAPHIC SCALE 0 100' 200' 300' N0. REVISION BY DATE N0. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 1 DESIGNED: ---- 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DRAWN: ---- CHECKED: ---- DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA TRAFFIC CONTROL AND SIGNAGE PLAN PROJECT NO. 5602 1 SHEET NO. J.01 Page 375 of 609 E — — G(0 INT -601 STP - 601 '�e d STP-701 FES - 101 INT - 102 INT -10 GRAPHIC SCALE 0 50' 100' 150' N0. 1 G(0) G)0 DETENTION TRACT FES - 904 STP - 903 FES - 903 REVISION SANITARY LAYOUT BY KMN G(D) G(D F0 30.00' UTILITY EASEMENT ©SMH - 102 DATE 03-22-23 LOT 9 N0. REVISION G(D SMH - 103 G(D) OH E G)0 OH E INT - 202 ©SMH-201 _ ,../epssEM BY DATE G(0) G(0 G(D) — Fo-- OHE OHE STP -202-- Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com SMH - 201 G(0 OHE INT - 301 G)0) SMH-202© DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- G(0 G(0) G(D FO OHE OHE FO G(D) LOT 3 / SMH -301 -\c/ /, / //5p' / sSpQ I NOTE: 1. REFER TO M SHEETS FOR ADDITIONAL INFORMATION ON STORM SEWER. 2. REFER TO MSA SHEETS FOR ADDITIONAL INFORMATION ON SANITARY SEWER. 3. REFER TO MWM SHEETS FOR ADDITIONAL INFORMATION ON WATER MAIN. F0 0H E 20.00' UTILITY AND DRAINAGE EASEMENT I' a INT-203 I I I, STP - 204 8' \INT - 204 SMH - 203 INT-401 LOT 11 G)0 FES - 201 FES - 901 —L G)0) F0 r SMH - 302 FO G)D) G(D) OHE F0 LOT 2 F0 G(D OH J DETENTION TRACT - 205 FES - 902 STP - 901- 40.00' DRAINAGE EASEMENT SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA LOT 1 SMH - 204- LOT 12 G(D) FES - 801 INT - 801 )1, STP - 801 SMH - 205 INT - 501 STP-501 o Ij SMH - 501 STP - 502 INT - 502 1 OVERALL UTILITY PLAN — srs)D)— — — — —µ(D) PROJECT NO. 5602_1 SHEET NO. M 00 Page 376 of 609 STA 15+38.0, 15.5' L INT - 202 SW-506 FG: 947.72 FL IN (SW): 942.39 FL OUT (E): 942.29 STP - 201 STA 15+19.2, 15.5' R INT - 201 SW-505- FG: 947.92 FL OUT (NE): 942.55 II -. STORM SEWER CROSSING C-3 CRITICAL CROSSING W/ EXISTING 8" SAN SEWER %- STA: 15+26.13 OFFSET: 3.24' R T - - SD-- 0 60 sq� 9q) PROPOSED 12" DIP WATER MAIN (TYP.) LOT 10 CRITICAL CROSSING W/ 6" DIP WATER SERVICE ROW STA: 16+29.01 -OFFSET: 13.45' L / PROPOSED SANITARY SEWER ROW MH (TYP.) PROPOSED 8" TRUSS SANITARY SEWER (TYP.) Sta. 17+93, 15.5 R BUILD- - INT - 301, STP CK \ \ SW-505 \ FG: 944.96 \ \ FL IN (S): 940.14\ \ FL OUT (E): 940.04- CRITICAL CROSSING W/. 12" DIP WATER MAIN STA: 17+95.64 - I OFFSET: 22.48' R CRITICALEXISTING C8" ROSSINGSANSEWER W/ Sta. 17+10, -22.8 L SMH - 201 SW-401 (48in) RIM EL: 946.51 FL IN (W): 940.57 FL OUT (SE): 940.47 /LOT 4 / \S` \ fr CRITICAL CROSSING W/ \ 6" DIP WATER SERVICE STA: 17+83.94 OFFSET: 14.75' L 2p3` STA: 18+22.95 OFFSET: 6.14' R I \ I I II I \II I�� ;1 III I I �\ II II \ I II STP-301 TO�F9 p � ■ STORM SEWER SROISG CRk0,4? PROPOSED 8" TRUSS SANITARY SEWER (TYP.) 944 i / / PROPOSED 8" TRUSS - OSANITARY SEWER (TYP.) Sta. 18+73, -15.5 L $ \ INT-203 LOT 3 \ \ SW-506 FG: 944.10 FL IN (NW): 939.64 \ FL IN (W): 939.64 FL OUT (SE): 939.54 \ \ PROPOSED 12" DIP N WATER MAIN (TYP.) N \ LOT 11 \ \ N -CRITICAL CROSSING W/ 6" DIP WATER SERVICE STA:19+19.14 PROPOSED SANITARY SEWER MH (TYP.) Sta. 20+07, 15.5 R \ \ INT-401 SW-505, FG: 943.01 y STORM SEWER FL OUT (NE): 939.02` CROSSING C-5 N DETENTION TRACT 2 &39. $ w \ a CRITICAL CROSSING W/ 8" TRUSS SANITARY SEWER "STA: 19+81.96 OFFSET: 18.55' L STP - 205 O 31 85 5 Sta. 20+08, -15.5 LI INT - 204 SW-506 FES - 902 FG: 943101� FL IN (SW): 938.88 AFL IN NW): 938.88 FL OUT (N): 938.79" r\ � CRITICAL CROSSING 8 in SANITARY SEWER STA = 20+07.48 OFFSET = 2.5' L STP - 401 _ a CRITICAL CROSSING W/ EXISTING 8" SAN SEWER-_, STA: 20+ ICRITICAL CRI SET: 8.488 TRUSS SAI STORM SEWER STA: 20+50.0 CROSSING C-6 OFFSET`8`48 960 955 950 945 940 935 INT - 202 SW-506 FG: 947.72 960 955 .................. FL IN: (SW): 942.39 SMH - 201 FL OUT (E): 942.29 : SW-401 (48in) RIM EL: 946.51 EXISTING GRADE PROPOSED GRADE FL IN: (W): 940.57 FL OUT (SE): 940.47 W/ 6". DIP WATER .SERVICE FL: 938".73 GRITICAL CROSSING i STP - 202 172 LF 18" GASKETED RCP @ 1.00% INT-203 SW-506 FG: 944.10 FL IN: (NW): 939.64 FL IN: (W): 939.64 FL OUT (SE): 939.54 STP - 203 166 LF 24" RCP @ 0.50% INT - 204 SW-506 FG: 943.01 FL IN: (SW): 938.88 FL IN: (NW): 938.88 FL OUT (N): 938.79 CRITICAL CROSSING W/ 6" DIP WATER SERVICE 930 ... CRTrICAC CROSSING .... . W/ 6"-DIP WATER SERVICE JJJJ STP - 204 130 LF 24" GASKETED RCP @ 0.50% FL- 935.98 CRITICAL CROSSING Ol W/ 8" TRUSS SANITARY SEWER FL:931.52 950 945 940 935 930 925 .............. EXISTING ELEVATION PROPOSED ELEVATION 925 920 rn m'A aora OlA lg 8 1E El S 11 ag A 12 8N g 12 eeM gaW 920 GRAPHIC SCALE NO. REVISION CITY COMMENTS BY KMN DATE 03-22-23 NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5108 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 DESIGNED: - DATE. 9/26/22 DATE. 9/26/22 APPROVED: ---- DATE SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJECT NO SHEET NO. M.01 Page 377 of 609 CONTRACTOR TO FIELD VERIFY I, LOCATION OF EXISTING GAS I MAIN. INTAKE LOCATION MAY BE ADJUSTED AS NEEDED SO THAT GAS MAIN RELOCATION IS NOT NEEDED. COORDINATE WITH if ENGINEER PRIOR TO ANY FIELD II CHANGES. t \I I I. STA 10+07.3, 15.5' R 948 INT-101 -949 SW-505 1950 FG: 945.61 FL OUT (N): 942.74 I -951 PROPOSED 12" DIP - WATER MAIN (TYP.) FES - 903 STORM SEWER CROSSING C-2 STORM - SEWER CROSSING C-1 11 1 ('1 /- I �imaai a / Sta. 10+07, -15.5 L / INT-102 / SW-505 / FG: 945.61 FL IN (S): 942.54 / FL OUT (N): 942.43 / V / 7 I FES-101 /9q9 /24" RCP APRON 1 969' PLACE 10 TONS STP -102- EROSION STONE, / FL:942.19 N: 8829433.00 E: 15467269.75 FES - 904 12 -7 7n I I II PROPOSED 12" DIP - WATER MAIN (TYP.) STA 15+19.2, 15.5' R INT - 201 SW-505 \ FG: 947.92 - FL OUT (NE): 942.55 \ 95Im iv CRITICAL CROSSING W/ EXISTING 8" SAN SEWER STA: 15+26.13 OFFSET: 3.24' R PROPOSED 8" TRUSS SANITARY SEWER (TYP. PROPOSED SANITARY SEWER I MH (TYP.) STORM SEWER CROSSING C-3 \ 1 STA 15+38.0, 15.5' L INT - 202 SW-506 950 FG: 947.72 FL IN (SW): 942.39 - 1,- FL OUT (E): 942.29 \ Sta. 17+93, 15.5 R INT - 301 SW-505 N: 8829446.97 E: 15468005.35 FG: 944.96 FL IN (S): 940.14 'sue FL OUT (E): 940.04 7 CRITICAL CROSSING W/ EXISTING 8" SAN SEWER p \ STA: 18+22.95 PROPOSED 12" DIP OFFSET: 6.14' R WATER MAIN (TYP.) PROPOSED 8" TRUSS , SANITARY SEWER (TYP.) 11 II \ I STORM SEWER CROSSING C-4 - \ 944 7 7 \ �N \ LOT 3 Sta. 18+73, -15.5 L \ INT - 203 SW-506 N: 8829437.41 E: 15468090.14 \ FG: 944.10 'FL IN (NW): 939.64 FL IN (W): 939.64 FL OUT (SE): 939.54\ 7 STORM SEWER CROSSING C-1 965 965 960 960 955 950 945 940 935 INT - 101 SW-505 FG: 945.61 FL OUT (N): 942.74 INT - 102 SW-505 FG: 945.61 FL IN: (S): 942.54 FL OUT (N): 942.43 STP - 101 31 LF 18" RCP @ 0.65% ... . 955 EXISTING GRADE PROPOSED GRADE 24" RCP APRON W/ FOOTING PLACE I0TONS EROSION STONE FL: 942.19 950 945 930 925 CRITICAL CROSSING W/ EXISTING 8.0" SANITARY PIPE APPROX. LOCATION 935.03' STP-102 23LF24"RCP @1.06% 940 935 EXISTING ELEVATION = . r PROPOSED ELEVATION N12 El al 930 925 STORM SEWER CROSSING C-3 965 965 960 960 955 950 945 INT-201 INT-202 SW-505 SW-506 FG: 947.92 FG: 947.72 FL OUT (NE): 942.55 FL IN: (SW): 942.39 FL OUT (E): 942.29 EXISTING GRADE 940 935 930 925 12x6"TEE 955 950 a.. Ali .11ii PROPOSED GRADE 945 STP-201 32LF18"RCP @0.50%::: 940 935 CRITICAL CROSSING . 7O W/ 8" TRUSS SANITARY SEWER FL: 935.53 : EXISTING ELEVATION .... PROPOSED ELEVATION 930 N N O O ora OE 925 960 955 950 945 940 935 930 925 r9 920 STORM SEWER CROSSING C-4 INT - 203 SW 506 FG: 944.10 FL IN: (NW): 939.64 FL IN: (W): 939.64 FL OUT (SE): 939.54 INT - 301 SW-505 FG: 944.96 FL IN: (S): 940.14 FL OUT (E): 940.04 PROPOSED GRADE EXISTING GRADE . : STP-301 81 LF 18" RCP @ 0.50% -12" WATER MAIN CRITICAL CROSSING! W/ 8" TRUSS SANITARY SEWER FL: 932.05 .......................... 0 Ei EXISTING ELEVATION m88 PROPOSED ELEVATION yNy N Ol 960 955 950 945 940 935 930 925 920 1" = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' N0. REVISION BY DATE N0. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc DESIGNED: 5106 Nordic Drive DRAWN: ---- Cedar Falls. Iowa 50613 Ph319-266-0258 CHECKED: - www.cgaconsullanls.com 1 APPROVED: ---- DATE 9/26/22 DATE- 9/26/22 DATE- 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJECT NO. 5602 1 SHEET NO. M 02 Page 378 of 609 I I I I 11 1 II / 11 Sta. 20+07, 15.5 R INT-401 SW-505 FG: 943.01 FL OUT (NE): 939.02 STORM SEWER CROSSING C-5 1 I FES - 901 940 1- I I alr will I i 20+00 / I� I I �'I� STP 205 .0 �C�U �` PCRITICAL CROSSING 1 Sta. 20+08, -15.5 L 8 in SANITARY SEWER/ 1 STA = 20+07.48 �1r, �- OFFSET = 2.5' L 441,I FL IN (NW): 938.88 9p1 1 I l' SAP . 4 �ye,��I 1 1,1*141.24,1 INT - 204 SW-506 FG: 943.01 FL INS : 938.88 FL OUT (N): 938.79 STORM SEWER 1 CROSSING C-6 CRITICALCROSSING W/ EXISTING 8" SAN SEWER STA: 20+50.04 OFFSET: 8.48' L STORM SEWER CROSSING C-5 FES - 2010 24" RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 938.32 N: 8829420.60 E: 15468221.61 94 949 942- 943-- STORM SEWER V / CROSSING C-7 Sta. 23+43, 15.5 R INT - 502 g4 - 1 SW-505 . 1 FG: 938.86 FL IN (N): 933.55 _ _FL OUT (NE): 933.82 CRITICAL CROSSING 12 in WATER MAIN i�STA = 23+42.75 OFFSET = 3.5' R W(D) / I PROPOSED 8" TRUSS SANITARY SEWER (TYP.) 1 I / Sta. 23+42, -15.5 L INT - 501 SW-505 FG: 938.82 FL OUT (S): 933.86 I ' 5 / PROPOSED -943 942- SANITARY SEWER -941- MH (TYP.) -940- -939= STORM SEWER - CROSSING C-8 94C 939 938 SMH - 501 rywID) e3 1 1 \ 1 STORM SEWER CROSSING C-7 938_ HURST DRIVE wlDl- - - - FO - \PROPOSED 8" TRUSS SANITARY SEWER (TYP.) ) Sta. 23+43, 15.5 R INT - 502 SW-505 FG: 938.86 FL IN (N): 933.55 �FL OUT (NE): 933.82 - STP STORM SEWER CROSSING C-8 CRITICAL CROSSING 12 in EXISTING WATER MAIN STA = 23+70.04 OFFSET = 7.0'f":R STORM SEWER CROSSING C-8 PROPOSED 12" DIP WATER MAIN (TYP.) STA 23+87.5, 2.3' R SMH - 501 SW-401 (48in), N: 8829309.47 / E: 15468571.96 RIM:937.86 FL IN (SW): 933.45 / / 93 937 955 950 945 940 935 930 925 INT-401- SW-505 FG: 943.01 FL OUT (NE): 939.02. -INT - 204 SW-506 FG: 943.01 FL IN: (SW): 938.88 FL IN: (NW): 938.88 FL OUT (N): 938.79 955 950 EXISTING GRADE 12 in WATER -MAIN PROPOSED GRADE 24" RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 937.98 945 940 STP - 205 42 LF 24" RCP @ 0.60% STP-401 27 LF 18" RCP @0.50% CRITICAL CROSSING 935 930 OW/8" TRUSS SANITARY SEWER FL: 931.06 925 920 EXISTING ELEVATION PROPOSED ELEVATION 920 915 8 a ER ga 21.3 915 955 955 950 945 INT-502 SW-505 FG: 938.86 FL IN: (N): 933.55 -FL OUT (NE): 933.82 940 935 930 - - EXISTING GRADE 925 950 INT - 501 SW-505 FG: 938.82 FL OUT (S): 933.86 CRITICAL CROSSING." ..... ..... . ....... . :W/ 12" DIP WATER MAIN STP - 501 31 LF 15" GASKETED RCP @ 1.00% FL: 930.64 PROPOSED GRADE 945 940 935 930 925 920 915 EXISTING ELEVATION : PROPOSED ELEVATION fg a�Qyr t� Ol 920 915 955 950 945 940 935 930 925 INT - 502 SW-505 FG: 938.86 FL IN: (N): 933.55 FL OUT (NE): 933.82 955 950 . EXISTING GRADE PROPOSED GRADE SMH - 501 SW-401 (48in) RIM EL: 937.86 FL IN: (SW): 933.45 .CRITICAL.CROSSING W[. EXISTING 12'. DIP 945 940 935 930 WATER MAIN FL: 930:54 STP - 502 44 LF 15" GASKETED RCP @ 0.84% 925 920 915 PROPOSED ELEVATION EXISTING ELEVATION J Oth nN A 22 920 915 1" = 5'VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' N0. REVISION BY DATE NO. REVISION BY CITY COMMENTS KMN 03-22-23 DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsufants.com DESIGNED: ---- DRAWN: ---- CHECKED: ---- APPROVED: ---- DATE' 9/26/22 DATE. 9/26/22 DATE. 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJECT N0. 5602 1 SHEET NO. M.03 Page 379 of 609 N PAVEMENT OVER SHALLOW CROSSING SHALL BE REINFORCED WITH #4 BARS @ 12" O.C. EACH WAY FES - 901 DR-202 (23" x 37") RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 938.97 N: 8829295.59 E: 15468242.90 944- 943 94 941 940 941 942 943 944 CRITICAL CROSSING W/ 12" WATER MAIN STA: 20+61.64 OFFSET: 22.52' R ) CROSSING C-6 p / / FES - 902 CRITICAL CROSSING W/-DR-202 (23" x 37") RCP APRON- EXISTING 8" SAN SEWER-W/ FOOTING - STA: 20+50.04 _PLACE 10 TONS OFFSET: 8.48' L EROSION STONE FL: 938.32 CRITICAL CROSSING W/ N: 8829404.66 8" TRUSS SANITARY SEWER E: 15468242.90 STA: 20+50.04 OFFSET: 8.48' L A, STORM SEWER CROSSING C-5 CRITICAL CROSSING 8" TRUSS SANITARY STA: 19+81.96 OFFSET: 18.55' L STORM SEWER AMA 938- 939- STORM SEWER CROSSING C-2 \ I � I II I \I 11 / I I \ i I STORM SEWER OUTFALL 0-1 r CONNECT TO 11 I EXISTING INTAKE b N: 8829505.20 IT I E:15467168.85 \ o 940.88 y I I CRITICAL CROSSING W/ EXISTING 12" WATER MAIN - f_STA: 8+74.39 OFFSET: 55.99' L StS(C) 1- STP - 701 (I o I -942 ADJUST WATER MAIN AND 943� RELOCATE HYDRANT -944'� TO PROVIDE APPROPRIATE _945� CLEARANCE FES-701 10 \ \. 15" RCP APRON \ W/ FOOTING (PLACEIOTONS N EROSION STONE N: 8829488.18 E: 15467196.56 FL: 941.20 �94 a 946� -GID) - - _ -GP 1 / 1 s,WD,----- San(D)- I - y 1 TOW(D/PARK DR san(D) I I 0 \ I I \945_ I y - W(C)_ _ _ _ - l�w(cl---G(D1-w(c)- STORM SEWER OUTFALL 0-1 / 1I I-REA9)VE EY,3STING 942 ) 18" I-CP APf,IDN n / AND CONNECT TO 941 EXISTING 18" RCP 939 / FL. 933.4 93 9377 N- 8829594 39 936 / E. 15468562.27 935 18" RCP APRON W/ FOOTING / FES - 801 18in Flared End Section\ W/ FOOTING PLACE 10 TONS EROSION STONE FL = 934.0- N /---- g30 935 936 937 938 939 940 941 942 937 STA 24+53.2, 275. / I /010 SW- SW-505 FG: 936.29 FL IN (W): 933.37 a) - It - STORM SEWER STORM SEWER OUTFALL 0-2 955 950 955 960 945 940 935 930 23" x 37" ARCH RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 938.97 EXISTING GRADE PROPOSED GRADE CRITICAL CROSSING- W/ 12" DIP.WATER.MAI FL' 934.9 925 23" x 37" ARCH RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 938.32 950 955 945 950 940 945 935 940 STP - 901 98 LF 23" x 37" GASKETED ARCH CULVERT @ 0.66% "CRITICAL CROSSING W/ 8" TRUSS SANITARY SEWER FL: 931.07 930 935 925 930 920 EXISTING ELEVATION . [PROPOSED ELEVATION CONNECT TO EXISTING INTAKE FL: 940.88 EXISTING GRADE PROPOSED GRADE STP - 701 CRITICAL:CROSSIPLG Wf WATER MAIM APPROX. LOCATION FL APPROX: 939.45 15" RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE FL: 941.20 960 955 950 945 940 30 LF 15" GASKETED RCP @ 1.09% OF ELECTRIC 935 930 920 925 915 N 2 EXISTING ELEVATION PROPOSED ELEVATION 925 915 920 io a V a•m 920 955 950 955 945 ROPOSED GRADE REMOVE EXISTING 18" APRON AND CONNECT TO EXISTING 18" PIPE FL: 933.37 950 940 935 930 18" RCP APRON W/ FOOTING PLACE 10 TONS EROSION STONE EXISTING GRADE FL 934.0 STP-801 50LF18"RCP@1.26% 925 945 940 935 930 920 INT - 801 SW-505 FG: 936.29 FL IN: (W): 933.37 925 EXISTING ELEVATION -. - r- PROPOSED ELEVATION 920 915 e8m midi 915 1" = 5' VERTICAL SCALE GRAPHIC SCALE 0 20' 40' 60' N0. REVISION CITY COMMENTS BY KMN DATE 03-22-23 NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: - DATE 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJECT NO. 5602_1 SHEET NO. M 04 Page 380 of 609 — — — sao- — -STP - 1001 12 LF 24" RCP @ 2.20% - —G(D) 939— G(0) '939 — — — 938- G10)_ — —GW 938> -- - 937 —937 936 935 955 950 945 940 935 930 925 920 915 : 24" RCP APRON - W/ FOOTING - PLACE 10 TONS - EROSION STONE FL: 932.90 N: 8829871.69 E: 15468547.39 FL OUT 932.90 PROPOSED GRADE EXISTING ELEVATION 270 NVN&VJN NVS M\ — G(0)— \\ REMOVE & RELOCATE EXISTING 24 RCP APRON TO END OF EXTENSION 11 9 �I I — G(g)— - EXISTING GRADE -EXISTING 24' RCP PROPOSED ELEVATION 943 965 960 955 EXISTING GRADE PROPOSED GRADE INT - 301 SW-505 FG: 944.96 FL IN: (S): 940.14 FL OUT (E): 940.04 950 STP - 302 249 LF 12 GASKETED RCP @ 2.00% 955 940 935 930 965 STP - 302 STA 18+90.0, 247.1' R INT - 302 / SW-512 (18in) RIM EL: 948.44 I FL OUT (N): 945.13 / I / I / I I � Sta. 17+93, 15.5 R INT - 301 SW-505 FG: 944.96 FL IN (S): 940.14 FL OUT (E): 940.04 -CRITICAL CROSS NG W/ 12" DIP WATER MAIN STA: 17+95.64 OFFSET: 22.48' R STORM SEWER-'OSSING W/ CROSSING C-4 8" SAN SEWER STA: 18+22.95 OFFSET: 6.14' R //z// / / / / 6 / �r CRITICAL CROSSING W/ 6" DIP WATER SERVICE STA: 17+83.94 OFFSET: 14.75' L h m� INT-302- SW-512 (18in) RIM EL: 948.44 FL OUT (N): 945.13 950 945 940 935 CRITICAL CROSSING W/ 12" DIP:WATER: MAIN 945 940 935 930 925 1'. = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE N0. REVISION BY DATE 1 CITY COMMENTS KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: — APPROVED: ---- DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. M 05 Page 381 of 609 �9Sr0J a1 \ \ / / / / 7 / / \ \ 1WERS BLVD / / —� — / / ,. Li \T. --- )J INT - 601 e-g1— n—HoJ---__ _W�_�_ _ FES - 601 \ \ SW-512 (18in) IJN F(gJ (oJ� 12in Flared End Sections RIM EL: 948.64 n FL = 942.00 mce_— FLOUT (S): 945.59 ep ,II . 07—W(0_/ — _ WIG--� r----wlgl--.. __F(B)-- g5` N: 8829519.9187 elgl ti E:15467230.1505 '41111141111114 ir / / / / / / / / / / g00 / \ / \ 7 �/ \// A \ \ / 0 7 / 9,2 gS3 �EIpyWFI i \7\ --�7 \— _____J I I I / CNANSO / \ _i/ J/I I • / / / -----_ /J/ / _-1 7 /J I // 9 / / j j \ / \ \ c / \ \ \ \ STA 10+73.8, 44.9' R-\ 01 FES-903 24in Flared End Section - FL IN (N): 943.28e V IIL� \ \ 947 .916 \'es STORM SEWER CROSSING C-2 1 \ 1 \ CRITICAL CROSSING W/ \ 12" DIP WATER MAIN STA: 10+72.14 OFFSET: 23.13' R lO I STP - 903 '' I or of / / — 948— / ig50 CRITICAL CROSSING W/ EXISTING 8" SAN SEWER-- STA: 10+68.61 OFFSET: 13.94' L 51 L 1OVI.11 NOIIN3130 STA 10+65.2, 43.0' L FES - 9040 24in Flared End Section FL OUT (S): 942.40 7 / 970 965 960 955 970 960 STORM SEWER CROSSING C-2 960 965 955 EXISTING GRADE 955 960 950 950 945 940 935 930 EXISTING GRADE ROPOSED GRADE INT-601 SW-512 (18in) RIM EL: 948.64 FL OUT (S): 945.59 955 945 PROPOSED GRADE 950 .......................... STP - 903 88 LF 24" GASKETED RCP @ -1.00% 950 940 945 935 12" RCP APRON FL: 941.8 0 W/5TONS EROSION STONE STP - 601 173 LF 12" HDPE PIPE @ 2.07% 24" RCP APRON 0 FL: 943.28 W/ 5 TONS EROSION STONE J 945 CRITICAL CROSSING W/ 12" D1P WATER MAIN FL: 940-52 24" RCP APRON FL: 942.40 10 W/ 5 TONS EROSION STONE 940 935 940 930 EXISTING ELEVATION PROPOSED ELEVATION 935 925 4 m'n 2.2 'a'N 4.2 4.4 mm �rn F rnrn m'Em rnrn m 930 930 920 EXISTING ELEVATION PROPOSED ELEVATION Nm ri`a n ro'a in 925 920 1'. - 5' VERTICAL SCALE GRAPHIC SCALE 0 20' 40' 60' NO. REVISION CITY COMMENTS BY KMN DATE 03-22-23 NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: — DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA STORM SEWER PLAN AND PROFILE PROJECT NO. 5602_1 SHEET NO. M 06 Page 382 of 609 ii I 950=STA: 13+64.9, 0.5' R 949SMH - 102 S348� N:88(48in), 94� 829471.22Y E: 15467595.23 RIM: 949.87 FL IN (E):938.31 FL IN (N):938.41 •POSED 6" PE SUBDRAIN P.) 1" = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' CRITICAL CROSSING WITH 12" RCP STORM SEWER I STA: 15+23.02 I OFFSET: 7.89' R -IN: 8829499.45 E: 15467749.10 1 � I • PROPOSED 12" DIP _ ys WATER MAIN (TYP.) �, - - STA: 15+09.7, 0.0'- PROPOSED 6" PVC SANITARY / / \ SEWER SERVICE / ' (TYP.) i PROPOSED 6" / \ HDPE SUMP PUMP LINE (TYP.) STA 13+64.9, 0.5' R SMH - 102 SW-301 (48in) RIM: 949.87 FL IN (E): 938.31 FL IN (N): 938.41 N0. 1 REVISION SANITARY CHANGE BY KMN DATE 03-22-23 N0. EXISTING GRADE REVISION SMH - 201 821 (48in), N: N: 8829506.08 E: 15467735.16 RIM: 948.31 FL OUT (E): 934.70 FL OUT (W): 934.80 STA 15+09.7, 0.0'- SMH - 201 SW-301 (48in) RIM: 948.31 FL OUT (E): 934.70 FL OUT (VV): 934.80 CRITICAL CROSSING WITH 6 in DIP WATER MAIN FL: 942.60 EXISTING ELEVATION BY DATE CGA TOWER PARK DRIVE PROPOSED 12" RCP STORM - SEWER (TYP.) - - GENERAL UTILITY NOTES: 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES DURING CONSTRUCTION FOR LOCATIONS AND HOOKUPS TO EXISTING UTILITIES. 3. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. 4. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 5. REFER TO B SHEETS FOR UTILITY DETAILS. 6. ALL WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. CRITICAL CROSSING •WITH 18" RCP STORM SEWER FL: 942.55 Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com PROPOSED GRAD CRITICAL GROSSING WITH 6 inDTPWATER MAIN FL. 938.73 SAP-201 218LF8"PVC PIPE @1.00 DESIGNED: ---- DATE 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: - DATE 9/26/22 APPROVED: ---- DATE- ---- STA: 17+33.6, 0.0' SMH - 202 SW-301 (48in), N: 8829482.72 E: 15467956.21 -. RIM: 945.90 FL IN (W):932.52 FL OUT (SE): 932.42 BUILDING SET BACK (TYP.) STA 17+33.6, 0.0' SMH - 202 SW-301 (48in) RIM: 945.90 FL IN (W): 932.52 FL OUT (SE): 932.42 SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA LOT 4 CRITICAL CROSSING \' - I\WITH 12"RCP STORM SEWER I 'STA: 18+16.72 I OFFSET: 8.04' R I N: 8829443.71 I E: 15461029.27 1 CRITICAL CROSSING WITH 18" RCP STORM SEWER FL: 940.04 CRIT,IGAL CROSSING ' WITH 6 in DIP WATER MAIN FL 936.98 SAP - 202 254 LF 8" PVC PIPE @ 0.40% SANITARY SEWER PLAN AND PROFILE \ - CRI WIT "-- �' ST• STA OF N: 8 E: 1 25 920 PROJ CT NO 5602 1 SHEET NO. MSA.01 Page 383 of 609 PROPOSED 6" DIP WATER SERVICE (TYP.) PROPOSED 6" PVC SANITARY SEWER SERVICE (TYP.) \\ I CRITICAL CRO SING I 6 R P WATERMAIN ,STA: 19+19.14 OFFSET: 3.30' R N: 8829398.87 E: 15468121.20 STA: 19+92.4, 0.0' R\ SMH-203 SW-301 (48in), N: 8829366.83 N. E:15468187.16 \ \ • \ RIM:943.31 LOT11 \ FL IN(NW):931.40\ FL IN (N):931.39 \ • \ \ FL OUT (E): 931.30 \ \ 940 \V A 94 `l.?\/ \ CRITICAL CROSSING \\ IWITH 24" RCP STORM SEWER STA: 20+07.48 OFFSET: 2.54' L moo N:8829362.51 ryp i` E: 15468201 82 ENERAL UTILITY NOTES: 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES DURING CONSTRUCTION FOR LOCATIONS AND HOOKUPS TO EXISTING UTILITIES. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 5. REFER TO B SHEETS FOR UTILITY DETAILS. 6. ALL WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. 960 STA: 20+50.04 OFFSET: 8.48' L N: 8829351.29 E: 15468242.90 SAP203� CRITICAL CROSSING WITH 23" x 37" GASKETED_ \ ----_,,...ARCH CULVERT - - STORM SEWER \ \ \ - _ \ �942� - SMH - 204 R.O.W. (TYP.) SW-301 (48in), _ �\ N: 8829303.21 E: 15468419.12 10' P.U.E. (TYP.) BUILDING SET BACK (TYP.) 10' P.U.E (TYP.) R.O.W. (TYP.) RIM: 943.54 -FL IN (W):930.35 - - - 1 i \ � PROPOSED 6" �-� PVC SANITARY SEWER SERVICE (TYP.) LOT 12 FL OUT (E): 930.25 \ BUILDING SET BACK (TYP.) I 1 2I \ I '- 1 I j I \ = \I r 17 / II R MAIN (- TER II I \.' I - 1 3 I STA: 23+67.1, -22.5' L 1 1 SMH-205 I - / SW-301 (48in), 1 N: 8829330.67 \1 E:15468548.01 b RIM:939.08 EXISTING 8" PVC SANITARY 1 FL IN OUT (E): 6.00 925.90 I SEWER (FIELD VERIFY) iFL (E): l/ -1I(D) EXISTING STORM / SEWER (TYP.) lD +` * 'VC st5P / 60 955 55 950 945 940 935 STA 19+92.4, 0.0' R. SMH - 203: SW-301 (48in). RIM: 943.31 FL IN (NW): 931.40 FL IN (N): 931.39 FL OUT (E): 931.30 EXISTING GRADE STA 22+34.5, 0.0' R- SMH - 204 SW-301 (48in) RIM: 943.54 FL IN (W): 930.35 FL OUT (E): 930.25 50 STA 23+67.1, 22.5' L- SMH-205 SW-301 (48in) RIM: 939.08 PROPOSED GRADE FL IN (W): 926.00 FL OUT (E): 925.90 ... ALCR SI ..... CRITICAL CROSSING WITH"6"in DIPWATER MAIN FL: 935:98 930 SAP - 202 254 LF 8" PVC PIPE @ 0.40% CRITICAL CROSSING WITH 18" RCP STORM SEWER FL: 939.02 CRITICAL CROSSING WITH 23" x 37" GASKETED ARCH CULVERT STORM SEWER FL: 938.97 CRITICAL CROSSIN 45 40 WITH 6 in -DIP-W:i1T-ER- MAIN .. FL:.9$7.00 ........... 35 SAP - 203 237 LF 8" PVC PIPE @ 0.40% 925 920 SAP - 2� LF 8 PVC PIPE @ 3.33% $AP-205 6-LF 8" PVC PIPE @ 0.40% EXISTING ELEVATION PROPOSED ELEVATION 25 rn V, rn V, gm rn P, V, ,2 rn V, g. rn g, aN m 18 m m rn 20 = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO REVISION BY DATE N0. REVISION BY DATE SANITARY CHANGE KMN 03-22-23 CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultanis.com DESIGNED: DRAWN: ---- DATE: 9/26/22 DATE: 9/26/22 CHECKED: - DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA SANITARY SEWER PLAN AND PROFILE PROJECT NO 5602 1 SHEET NO. MSA.02 Page 384 of 609 \ \ \ \ v v \ \ \ \ \ \ \ \ \ \ PROPOSED 6" DIP WATER SERVICE (TYP.) \ \ \ \ \ \ 953 PROPOSED 6" \ \ PVC SANITARY SEWER SERVICE (TYP.)/ O cD O ; Co ; STA: 13+64.9, 0.5' R — SMH - 102 SW-301 (48in), N: 8829471.22 E: 15467595.23 RIM: 949.87 FL IN (E):938.31 FL IN (N):938.41 \ \ \ 1 \ \ 1 \ �\ 1 \ r I Itn m PROPOSED 6" PVC SANITARY SEWER SERVICE (TYP.) SAP - 103 — 30' UTILITY & DRAINAGE EASEMENT (TYP.) GENERAL UTILITY NOTES: BUILDING SET BACK (TYP.) PROPOSED 6" PVC SANITARY SEWER SERVICE (TYP.) / 6 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES DURING CONSTRUCTION FOR LOCATIONS AND HOOKUPS TO EXISTING UTILITIES. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 5. REFER TO B SHEETS FOR UTILITY DETAILS. 6. ALL WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. STA: 14+21.0, -200.5' L SMH - 103 SW-301 (48in), N: 8829682.67 E: 15467594.51 RIM: 954.69 FL OUT (S): 944.22 PROPERTY / LINE (TYP.) / / / / / / / / / / / !I I I \ \ / III \I \ ✓ , iI 965 965 960 955 STA 13+64.9, 0.5' R SMH - 102 SW-301 (48in) RIM: 949.87 FL IN (E): 938.31 FL IN (N): 938.41 STA 14+21.0, 200.5' L SMH - 103 SW-301 (48in) RIM: 954.69 FL OUT (S): 944.22 960 EXISTING GRADE . 955 950 945 950 PROPOSED GRADE 945 940 SAP -103 207 LF 8" TRUSS PIPE @ 2.80 940 EXISTINS ELEVATION - PRQP.OSED.ELEVATION 935 930 Obi A rn m m Cl m rn rn m &I N N N N m.m rn fh O�i A rn 8 8 rn m rn N N m.m rn T, 01 0 O0l '5 1" = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' N0 REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 1 DESIGNED: ---- DATE. 9/26/22 5108 Nordic Dave DRAWN: ---- www.cgaconsulianis.com APPROVED: ---- DATE ---- Cedar Falls Iowa 50613 Ph319-266-0258 CHECKED: — DATE 9/26/22 DATE- 9/26/22 925 SAN MARNAN BUSINESS PARK FIRST ADDITIONI SANITARY SEWER WATERLOO, IOWA PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. MSA.03 Page 385 of 609 / / / / / / / / / / / / / / / / / / / / / / / STA: 19+92.4, 0.0' R SMH - 203 SW-301 (48in), N: 8829366.83 E: 15468187.16 RIM: 943.31 FL IN (NW):931.40 FL IN (N):931.39 FL OUT (E): 931.30 d // // CRITICAL CROSSING WITH 24" GASKETED RC STORM SEWER STA: 19+82.04 OFFSET: 18.41' L N: 8829387.86 / E:15468186.52 / / 1 / / / / / 20' UTILITY & PROPOSED 6" DRAINAGE EASEMENT .1T / DIP WATER MT-) / SERVICE (TYP.) 939 941 940 90 SAP - 301 / \ BUILDING SET BACK (TYP.) \ • \ • STA: 18+82.3, -200.5' L SMH - 301 SW-301 (48in), N: 8829595.20 \ E: 15468187.13 RIM: 942.29 \ FL IN (NE):932.28 \ FL OUT (S): 932.28 \ \ozx\\ \ \\ \ \ Ash LOT 3 BUILDING SET BACK (TYP.) STA: 19+19.3,-290.9' L SMH - 302 SW-301 (48in), N: 8829656.58 E: 15468263.05 RIM: 942.51 FL OUT (SW): 932.66 20' UTILITY & DRAINAGE EASEMENT (TYP.) / / / / / / / 502 / 9Qe' / 1 PROPOSED 6" PVC SANITARY SEWER SERVICE (TYP.) PROPOSED 6" PVC SANITARY i SEWER SERVICE (TYP.) PROPERTY LINE (TYP.) 943 LOT 2 / / 9421 941 / / 939 GENERAL UTILITY NOTES: 1. ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WATERLOO. 2. COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES DURING CONSTRUCTION FOR LOCATIONS AND HOOKUPS TO EXISTING UTILITIES. 3. SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. 4. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 5. REFER TO B SHEETS FOR UTILITY DETAILS. 6. ALL WATERMAIN SHALL HAVE TRACER WIRE INSTALLED. / 960 960 955 950 945 940 STA 19+92.4, 0.0' R- 935 930 SMH - 203 SW-301 (48in) RIM: 943.31 FL IN (NW): 931.40 FL IN (N): 931.39 FL OUT (E): 931.30 ..................... PROPOSED GRAPE STA 18+82.3, 200.5' L SMH - 301 SW-301 (48in) RIM: 942.29 FL IN (NE): 932.28 FL OUT (S): 932.28 STA 19+19.3, 290.9' L- SMH - 302 SW-301 (48in) RIM: 942.51 FL OUT (SW): 932.66 945 EXISTING GRADE 940 CRITICAL CROSSING WITH 24" GASKETED RCP STORM SEWER FL:938.32 935 SAP - 301 224 LF 8" TRUSS PIPE @ 0.40% : SAP - 302 94 LF 8" TRUSS PIPE @ 0.40% 930 925 m 920 EXISTIN&FLEVATIGN..� PROPOSED: ELEVATION A A 2:2 01 r0 N 0y1 g.m a fV mm t0 a g yA Ol A 8 N ,)0l 1" - 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: - DATE' 9/26/22 DATE- 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA SANITARY SEWER PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. MSA.04 Page 386 of 609 MWM SHEE1 S.dwg - MWM.01 \ \ I IN 1 1 Ol \ I FH 101 `Hydrant Assembly N: 8829364.14i E:15467254.82 \ PC 10+07.27 N = 8829395.90 E = 15467257.98 J / CONNECT TO EXISTING WATER MAIN. SEE DETAIL A FIELD VERIFY LOCATION AND DEPTH. 12 in x 6 in LOCKING TEE N: 8829372.75 E:15467257.49 / / / / / TOWER PARK DRIVE N: 8829360.10 E: 15467319.37 I_ -/- - -� CRITICAL CROSSING OW WITH 24" RCP PROPOSED STORM SEWER RCP STORM - STA: 10+72.14 SEWER (TYP.) OFFSET: 23.13' R PROPOSED SANITARY SEWER MANHOLE (TYP.) PC 12+83.38 N = 8829436.05 E = 15467521.79 J / 12 in X 6 in LOCKING TEE N: 8829436.76 E:15467571.15 PROPOSED 8" PVC SANITARY SEWER (TYP.) 12inX6inLOCKINGT E N: 8829477.35 / PT 12+57.27 N = 8829422.85 so E = 15467499.25 PROPOSED SUBDRAIN (TYP.) PROPOSED r N STORM PROPOSED SEWER INTAKE (TYP.) 0 7y 12 in X 6 in LOCKING TEE N: 8829484.44 E: 15467745.01 RCP STORM SEWER (TYP.) 12 in GATE VALVE N: 8829486.18 E: 15467809.30 12 in X 6 in FH-102 _ Hydrant Assembly N:8829471.9R E: 1546774 DETAIL A (TOWER PARK DRIVE WEST TIE-IN) v/\\ / CONNECT TO EXISTING - WATER MAIN WITH 12" x 6" LOCKING VALVE Do" FIRE HYDRANT SWIVEL (GRADELOK) EXISTING FIRE HYDRANT / \ S0 - rOCATE EXSITNG FIRHYDRANT 965 960 955 950 945 NOTE: 1. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH 2. FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES. MAINTAIN 18 INCH VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS. CENTER WATER MAIN PIPE UNDER STORM SEWER. NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER CROSSINGS. 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN, ALL RESIDENTS SHALL BE NOTIFIED AT MINIMUM 48 HOURS IN ADVANCE. 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. 6. DEFLECT PIPES THROUGH CURVE. ANY BENDS WILL BE INCIDENTAL. 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 965 960 XISTING GRADE FH-101 940 935 930 8 925 CRITICAL CROSSING WITH 24" GASKETED RCP STORM SEWER FL: 942.40 PROPOSED GRADE TEMPORARY BLOW OFF @ HIGH END OF PIPE RUN 955 950 12 in X 6 in LOCKING TEE 12 in x 6 in LOCKING TEE 12 in X 6 in LOCKING TEE 12 in X 6 in LOCKING TEE: 945 CONNECT TO EXISTING WATER MAIN. SEE DETAILA FIELD VERIFY LOCATION AND DEPTH. 514 LF 12 in DIP WATER MAI EXISTING ELEVATIONS ,- PROPOSED ELEVATION 26 Sir: 4.2 L ,9D �:g m�i rn�� �'(rmMlli rn�s 'Nrml�i a�s 940 935 2$ am NOl 81.1 N'N N:N N'N m'm rn;a m m 6'6 // 925 1'. = 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE N0. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 1 DESIGNED: ---- 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DRAWN: ---- CHECKED: - DATE 9/26/22 DATE 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN PLAN AND PROFILE PROJECT NO. 5602 1 SHEET NO. MWM 01 Page 387 of 609 MWM SHEEfS.dwg - 12 in X 6 in LOCKING TEE N: 8829484.44 E: 15467745.01 I 12 in X 6 in LOCKING TEE N: 8829480.19 _ E: 15467871.04 1 1 12 in GATE VALVE N: 8829486.18 E: 15467809.30 FH - 102 \--Hydrant Assembly d N: 8829471.98 • E:15467745.76 z m 12 in X 6 in LOCKING TEr- N:8829482.89 E: I LOT 10 BUILDI� Sip CK PROPOSED SANITARY SEWER SERVICE (TYP.) - o 946 Roy, -946 CRITICAL CROSSING WITH 12" GASKETED RCP• STORM SEWER STA: 17+95.64 OFFSET: 22.48' R N: 8829439.66 `E: 15468004.55 \�v 9s 12 in X 6 in LOCKING TEE N: 8829444.22 E: 15467994.37 PROPOSED SUBDRAIN (TYP.) I\I \I PROPOSED RCP STORM SEWER (TYP.) r I I I \ I l PT 18+33.38 N = 8829443.08 E = 15468047 65 6 in LO• CKING TEE N: 8829379.70 E: 15468116.21` \ \ LOT 11 N LOT 3 \ \ PROPOSED STORM SEWER e(q INTAKE (TYP.) N'SFr41)hyC PROPOSED 8" PVC SANITARY SEWER (TYP.) PC 19+69.98 N = 8829377.26 E = 15468167.35 s � s4a 12 in X 6 in LOCKING TEE N: 8829382.05 E: 15468111.96 9J PROPOSED SANITARY SEWER \ MANHOLE (TYP.) \ CRITICAL CROSSING WITH 23" x 37" GASKETED ARCH CULVERT STORM SEWER STA:20+61.64 \ OFFSET: 22.52' R `N: 8829318.15 E: 15468242.90 DETENTIO TRACT C' r 12 in X 6 in LOCKING TEE N: 8829314.83 E: 15468252.14 I� PROPOSED 9o, STORM SEWER INTAKE (TYP.) PROPOSED RCP STORM SEWER (TYP.) PROPOSED SUBDRAIN (TYP.) 960 955 950 NOTE: 1. 2. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES. MAINTAIN 18 INCH VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS. CENTER WATER MAIN PIPE UNDER STORM SEWER. NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER CROSSINGS. 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN, ALL RESIDENTS SHALL BE NOTIFIED AT MINIMUM 48 HOURS IN ADVANCE. 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. 6. DEFLECT PIPES THROUGH CURVE. ANY BENDS WILL BE INCIDENTAL. 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 960 955 945 FH - 102 ...EX[STR1G.GRA. E 950 PROPOSED GRADE..- FFI-103 940 12 in X 6 in LOCKING TEE 12" GASKETED RCP STP - 302 23" x 37" GASKETED ARCH CULVERT STP - 901 12" Gate Valve 12 in X 6 in LOCKING TEE 945 935 12 in X 6 in LOCKING TEE : 12 in X 6 in LOCKING TEE 12 in X 6 in LOCKING TEE 940 12 in X 6 in LOCKING TEE 930 925 MATCH LINE A 12 in X 6 in LOCKING TEE 935 w z 545 LF 12 in DIP WATER MAIN 930 oo 920 O " DIST.ING.ELEVATION - PROPOSED ELEVATION m m.m m N•W :m rip td m rn rn v 925 51E. m m 920 1" - 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- CHECKED: - DATE 9/26/22 DATE 9/26/22 DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. MWM 02 Page 388 of 609 MWM SHEEfS.dwg LOCKING TEE !.05 1.9( ;ED \RY /ER \ \ (P.) \ • \ s \ \ - PROPOSED ROw X \ 9q STORM — SEWER \ INTAKE (TYP.)' 1, \ \) �IPROPOSED s �Y RCP STORM SEWER (TYP.) jh Asa I 418 PROPOSED I' SEWER iv INTAKE (TYP.) f . 12inX6inLOCKINGTEL N: 8829314.83 E: 15468252.14 I �I PRO• POSED SUBDRAIN (TYP.) FH - 103 Hydrant Assembly ' \ N: 8829305.72 E: 15468248.95 O N \ m gim�al � SUBDRAIN (TYP.) PROPOSED 8" PVC SANITARY SEWER (TYP.) PROPOSED SANITARY SEWER _ _ MANHOLE (TYP.) , 12 in X 6 in LOCKING TEE N: 8829283.87 E: 15468385.13 `! 0 LOT, 2 PROPOSED STORM SEWER INTAKE (TYP.) WITH 15" GASKETED RCP STORM SEWER STA: 23+42.46 OFFSET: 3.64' R N: 8829301.67 E: 15468527.32 45.00° ELBOW \ _ — — — — — N: 8829280.85 12 in X 6 in LOCKING TEE E: 15468506.51 N: 8829280.14 \ t g43 E: 15468428.06 944 PROPOSED SANITARY SEWER SERVICE (TYP.) 945— \ --'45.00° ELBOW + N: 8829301 91 ROW E: 15468527.57 947\ + 1� + PROPOSED SANITARY SEWER MANHOLE (TYP.) / \ santol— CONNECT TO EXISTING WATER MAIN. o , SEE DETAIL B K K santD1 \ , DR �- LOCATION AND DEPTH. _ — —wm1 • PT 24+20.02 •+ je N = 8829318.49 * —E = 15468603.31 ++ � • PROPOSED - — + > RCP STORM SEWER i • MANHOLE (TYP.) • . ▪ +• . I+• +r • • , + I+ • Ia a a a a ▪ a▪ +A+ DETAIL B (TOWER PARK DRIVE EAST TIE-IN) TIE-IN EXISTING WATER MAIN USING 12" SLEEVE 955 950 945 940 NOTE: 1. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH 2. FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES. MAINTAIN 18 INCH VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS. CENTER WATER MAIN PIPE UNDER STORM SEWER. NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER CROSSINGS. 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN, ALL RESIDENTS SHALL BE NOTIFIED AT MINIMUM 48 HOURS IN ADVANCE. 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. 6. DEFLECT PIPES THROUGH CURVE. ANY BENDS WILL BE INCIDENTAL. 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 955 950 EXISTING GRAD .. FH:-10S. 935 930 CRITICAL CROSSING WITH 23" x 37" GASKETED ARCH CULVERT STORM SEWER FL: 938.97 PROPOSED GRADE 945 ' BURY T BO VERTICALBOLBENDS WILL MAYEMBE RE USEDTHAN 6' AND SHALL BE CONSIDERED INCIDENTAL TO THE WATER MAIN QUANTITIES. 12 in X 6 in LOCKING TEE 12 in X 6 in LOCKING TEE 15" GASKETED RCP STP - 501 CONNECT TO EXISTING WATER MAIN. SEE DETAIL B FIELD VERIFY LOCATION AND DEPTH. 940 925 m z J U a 45.00° ELBOW 935 12 in X 6 in LOCKING TEE 930 45.00° ELBOW 925 920 m 915 312 LF 12 in DIP WATER MAIN EXISIING.ELEVATION PROPOSED ELEVATION 920 n9 ao XX 8 5 8 5 5 n in 8 5 5 5 5 A m lD 915 1" — 5' VERTICAL SCALE GRAPHIC SCALE 20' 40' 60' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc DESIGNED: - DATE 9/26/22 5106 Nordic Drive DRAWN: ---- DATE 9/26/22 Cedar Falls, Iowa 50613 Ph319-266-0258 CHECKED: DATE 9/26/22 www.cgaconsullanls.com APPROVED: ---- DATE ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN PLAN AND PROFILE PROJ CT NO. 5602 1 SHEET NO. MWM 03 Page 389 of 609 OPE CONNECT TO EXISTING — — r,7 ( WATER MAIN. SEE DETAIL C G(°I G(D)---- G(°) s FIELD VERIFY LOCATION C G(°) G( l—=ciD) cD )— _y — clDl G(D) j— AND DEPTH. _ — _ 1 FO--A— P-Ia I II PI 251 +00.00 N = 8829892.57 OMff • E = 15467333.04— I III III 12 n X 6 in LOCKING TEE N: 8829787.20 E: 15467289.92 T II �.II II / oE.. .16 in x 6 in LOCKING TEE' — N — - _ — --,--_ r N: 8829892.57 - \ N — \ \ E: 15467333.04 ] \ \ \ \ I / I / / / / -- 1 Le \ �ff— 0Nff —01ff .� Cl) N— \-- OHE+—� _➢H E_ —air-- BIDE \( c/ ��I \ \ \ FO — — G(0) CID) 1G(0) G(0) G(0) G(0 l F . V / \ \ 1 1 1 \ 1 1 1 / 1 \ -- \ \ \,, \ \ \ \ SHE. — ARE 0HL — — -BNE — _ ==1I8C — / — F0- — —FO—[Fe}-- UIIC -,HE =0111_ DETAIL C (SAN MARNAN DRIVE WEST TIE-IN) RELOCATE EXSITNG \ FIRE HYDRANT FIRE HYDRANT SWIVEL \ (GRADELOK) (C EXISTING FIRE HYDRANT i 6" AUXILIARY VALVE / CO ECT TO EXISTING WAT ' MAIN WITH 16" x 6" CKING VALVE NOTE: 1. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH 2. FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES. MAINTAIN 18 INCH VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS. CENTER WATER MAIN PIPE UNDER STORM SEWER. NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER CROSSINGS. 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN, ALL RESIDENTS SHALL BE NOTIFIED AT MINIMUM 48 HOURS IN ADVANCE. 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. 6. DEFLECT PIPES THROUGH CURVE. ANY BENDS WILL BE INCIDENTAL. 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 955 H-20 965 960 955 950 945 940 16 x 6 in LOCKING TEE EXISTWGGRADE PROPOSED GRADE 950 935 945 940 935 930 925 920 CONNECT TO EXISTING WATER MAIN SEE DETAIL C FIELD VERIFY LOCATION AND DEPTH 930 600 LF 16 in DIP WATER MAIN 925 920 915 00 a- m m. m 00 00 '21 8.Fri cry t(1. N. try. N. N.cry n 0 m om3 tn- m' 915 250+50 251 +00 252+00 253+00 254+00 255+00 256+00 257+00 257+50 - 5' VERTICAL SCALE GRAPHIC SCALE 30' 60' 90' NO REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc Toll Free (800) 5624981 www.cgaconsultants.com DESIGNED: ---- DATE: — DRAWN: ---- DATE: ---- CHECKED: — DATE- ---- APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN PLAN AND PROFILE PROJECT NO. 5602 1 SHEET NO. MWM 04 Page 390 of 609 G(D) BID) (D) G(D) \ N \ \ —ORE OHL — bkf �1HC DETAIL D (SAN MARNAN DRIVE EAST TIE-IN) _ \ \ 3min \ \ TIE-IN EXIST!N MAIN USING 1 G WATER 6' SLEEVE / NOTE: 1. MAINTAIN MINIMUM 6.0 FOOT BURY DEPTH 2. FIELD VERIFY WATER MAIN DEPTH AROUND SANITARY AND STORM SEWER PIPES. MAINTAIN 18 INCH VERTICAL CLEARANCE ON ALL STORM AND SANITARY CROSSOVERS. CENTER WATER MAIN PIPE UNDER STORM SEWER. NITRILE GASKET REQUIRED FOR WATER MAIN AT SANITARY AND STORM SEWER CROSSINGS. 3. TRACER WIRE IS REQUIRED ON ALL WATER MAIN CONSTRUCTION. 4. PRIOR TO SHUTTING DOWN WATER ON ANY EXISTING MAIN, ALL RESIDENTS SHALL BE NOTIFIED AT MINIMUM 48 HOURS IN ADVANCE. 5. SEE C SHEETS FOR TABULATION ON WATER SERVICES. 6. DEFLECT PIPES THROUGH CURVE. ANY BENDS WILL BE INCIDENTAL. 7. ALL TESTING MUST BE SATISFACTORILY COMPLETE BEFORE FINAL TIE-IN IS COMPLETE 950 945 940 935 930 925 920 915 k / / / / CONNECT TO ' % / /— EXISTING WATER MAIN. — — 1— — — — — — — _L — — — 4 — —C— — — — — SEE DETAIL D ( \ ( FIELD VERIFY 1 \ \ \ \ \ \ \ \ LOCATION AND DEPTH_ 1 \ \\ \� )` \\ \ \\ 1 \ \ \ \ \ \ 1 \ \ \ \ \ / / 1 I 1 I 1 / / / I I I / / I I I / / / / // // // ( II I / / / I I I / / I I I / / ) I I I / ,L — I I I / — -sue / �i i i :IQ NVNNVA NVS N / 1 .86(G) 0)0(0) o(\ — — w)D)— N 71)I PI 263+33.14 N = 8829862.12 II = 15468565.80 1 I I II 1 I /I I / I I 11 8 12 in X 6 in LOCKING TEE N: 8829759.41 E: 15468615.35 I/ 955 950 945 PROPOSED GRADE 940 EXISTING GRADE 935 930 633 LF 16 in DIP WATER MAI CONNECT TO EXISTING WATER MAIN. SEE DETAIL D FIELD VERIFY LOCATION AND DEPTH 925 920 915 910 910 1p 8 905 °' ON Otn� M Gg a'a'a m'a a'a aa m;a a',m ya V GG V ;O N.O aB N VAN O>r VM ,as OW ffiW ma a:a Nm a'a mm If, El a oN vo w� vc oaa rom a ma a:m 905 sislr. 256+50 257+00 258+00 259+00 260+00 261 +00 262+00 263+00 263+80 - 5' VERTICAL SCALE GRAPHIC SCALE NO 13' REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc Toll Free (800) 5624981 www.cgaconsultants.com DESIGNED: DRAWN: ---- CHECKED: — APPROVED: ---- DATE: DATE: ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA WATER MAIN PLAN AND PROFILE PROJECT NO 5602 1 SHEET NO. MWM 05 Page 391 of 609 • — OHE OH DHE i \ — — — — _ W SAN MARNAN DRIVE 00 n5 1 f oT- FD= -_ — ) -- 1 —ID) �_I- r —g�LL -c(D) <cID>-- _— =_= ==_ WIC=. - — — — FO _- _- \ % --_ — —irk —E° --� / — —0 �lIE \ .�. \ ,- � ..-�. — / ----FOB OH, p■ �-`� --gyp=—\O■/ N n i9 N a v N a < ' M n % n n B I 1 sf �h 1 m ( I� / / / / / / I I rnl I \ 1 I 1 1 1 /// /// 1 1 1 I I I 1 / I ) 1 I / / / / I 1 \ \ \ 11 I / /' �/ // /1 // /l // / / / / /' //� // /l // // // I\ \ 1\ / �/1 / // // // // //// //, / / /'//' // //////`7 /jam 9ye \ \ \ I 1 I I I I I / / / / / / ( / �`/ \/—\ I■1 \ \ \ \ \ \ I I I I / / / / / / I \ \ \ \939� —38 — — /i \\1 I I\ \ \1 I \ 1 \ / \ / \� 9��`-- \----�i / / \ \ \ \ \ \ \ \ \ \ 9�� 92` \ \ I \// / / / \ \ \ , \ \\ 9 \�— / \ J\/ / / / \ \\ \ \ s\\\\ —N \ \ /�- \\\\ 9 \\ssz�\\\\\\\\\ I\/ // / \ \ \ \ � 1I/ /, —\ I/ \ \ 1/ / / ,-,957 \ \ �\ / \N\ /-956�/ \\ \\\\\\\\ \\\\\\\ \\ \I 1 I\ \ / \ \ 1 I y \\ \\ \ , \\\ \ \ \ V '� \ \ \ \ \ \ / \ / // � — _ j \ \ \ \ \ \ \ \\ \ / / /�— �I 1 \ \ \ \ \ N. ( / a \ \ / \ \ \ \ \ I / / \ — — ti \ \ \ / / / /' �i --� \\\_ v /9h / \ \ N. \\ \\ I h / / \ \ \ _ __ \ I I i / / / / \ \ / / / i� `_ g50— \ \ ' / \ \ I I I / / 7 — — / o/ / / orb / \ \ �_ / \� 0 1 / I / / (/ // / 9 e --- \ \ a OHE III III III III II \ n 11 (< 10W°YPPPK 9601 0 11 ■ --O`er ■ _ 1 \ / \ CONSTRUCTION NOTES: OA INSTALL SILT FENCE OR COMPOST FILLED SOCK - TO BE REMOVED AT THE END OF THE PROJECT. © INSTALL INLET PROTECTION - TO BE REMOVED AT THE END OF THE PROJECT. © INSTALL CONCRETE WASH OUT AREA - TO BE REMOVED & RESTORED AT THE END OF THE PROJECT. Op INSTALL ROLLED EROSION CONTROL PRODUCT O INSTALL STABILIZED CONSTRUCTION ENTRANCE. O PIPE OUTLET EROSION PROTECTION - INSTALL PER SODAS 9040.110 CLASS D RIP -RAP O INSTALL COMPOST TUBE SOCK - TO BE REMOVED AT END OF PROJECT - INSTALL PER SUDAS 9040.102 GRAPHIC SCALE o 0 80' 160' 240' NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA PRE GRADING SWPPP PROJECT NO. 5602_1 SHEET NO. RR.01 Page 392 of 609 - clDl c(DIKr �r— __�— _ _ — \----vD�._--sec --D- miff 1� --mt�- — —.1D� "—\�.< — 'ME--- ,... 1 i LOT 7 ,, `I \ \ 1 \ �1 �\ \I I / l/ 1 \LOT 6 LOT 5 I / r / ( G` Lc / LOT 4 / � m //I /) /11 11 if / / / \ \fin 1 I / I ) sue_ SOT13 963 LOT Pss 961 / 6,0 /I I // /I / '1 LOT 9 �953 `D——C—FD`- LOT 11 .9qg -.949 \ �_ /948 r\ _ GENERAL NOTES A. THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN (SWPPP), BUT RATHER A PART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR. IT IS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR, EPA, AND JURISDICTION GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES, CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP. ALL EROSION CONTROL ITEMS EXCEPT THE TURF REINFORCEMENT MAT SHALL BE REMOVED AT THE END OF THE PROJECT. 0)— sang anl0) '(O`NERPPAKpPi\�` 7� SS(C)— - ) I / I / / / C 93 9 9TO 942.. y44 11 ,\ \ 1 94S\ I 1\ \st, \ \ / �4 /� /) a 0 / / / \948� 948' / / / e / h i — — — — / ]/ / / 9,N x— 1 • / B. C. D. E. ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED IN 14 DAYS MUST BE SEEDED OR OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES IMMEDIATELY AFTER STOCK PILING. STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER. 14 DAYS OF INACTIVITY REQUIRES AN AREA TO BE STABILIZED IMMEDIATELY. THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL POLLUTION INCLUDING FUELING AREA, PORTABLE SANITARY FACILITIES, WASTE DEPOSITORY AREAS (DUMPSTER LOCATIONS), AND OTHER POLLUTION SOURCES. ALL AREAS WHERE CONCRETE TRUCKS ARE WASHED OUT SHALL BE DEFINED AND CONTAINED ON SITE. CONCRETE WASHOUT AREA SHALL BE CLEARLY MARKED AND THE CONTRACTOR SHALL CLEAN OUT THIS AREA PRIOR TO FINALIZING THE PROJECT (INCIDENTAL). ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT, VEHICLES, AND PLANTING OPERATIONS D0 NOT DISTURB OR DAMAGE EXISTING GRADES, WALLS, DRIVES, PAVEMENT, UTILITIES, PLANTS, LAWNS, IRRIGATION SYSTEMS, AND OTHER FACILITIES. REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM, WITHOUT ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH, SILTATION, OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AT NO COST TO THE OWNER. TAKE REMEDIAL ACTIONS FOR PREVENTION, REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION, WITHOUT ADDITIONAL COMPENSATION. F. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. G. RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". IT IS THE INTENT OF THIS PLAN THAT ALL TOPSOIL REMOVED SHALL BE RESPREAD AND USED ON -SITE. TOPSOILING QUANTITIES HAVE BEEN ESTIMATED BASED ON PREVIOUS SITE CONDITIONS, BUT CONTRACTOR SHALL ADJUST TOPSOILING REMOVAL AND RESPREAD AMOUNTS BASED ON ACTUAL CONDITIONS IN THE FIELD. H. CONTRACTOR & INSPECTOR SHALL KEEP WATCH OF DRAINAGE SWALES AFTER RAINFALL EVENTS, AND IF SILT FENCE BEGIN TO FAIL PREVENTIVE MEASURES SHALL BE TAKEN. I. CONTRACTOR SHALL DELINEATE CONSTRUCTION AREA AND INSTALL ANY KIND OF MARKERS WITH FLAGGING, TO SYMBOLIZE THE BOUNDARY OF THE CURRENT PHASE. J. ALL AREAS ON SITE THAT WILL NOT BE DISTURBED IN THE NEXT 14 DAYS SHALL BE TEMPORARY STABILIZED OR IF FINAL GRADING HAS BEEN COMPLETED FINAL STABILIZATION MUST OCCUR IMMEDIATELY. ADDITIONALLY THE CONTRACTOR SHALL MAINTAIN ANY ENTRY POINTS TO THE SITE AND KEEP THE ROAD CLEAN AND CLEAR OF CONSTRUCTION DEBRIS & SOIL. CONSTRUCTION NOTES: OA INSTALL SILT FENCE - TO BE REMOVED AT THE END OF THE PROJECT. O INSTALL INLET PROTECTION - TO BE REMOVED AT THE END OF THE PROJECT. ©INSTALL CONCRETE WASH OUT AREA - TO BE REMOVED & RESTORED AT THE END OF THE PROJECT. O INSTALL ROLLED EROSION CONTROL PRODUCT. O INSTALL STABILIZED CONSTRUCTION ENTRANCE. O PIPE OUTLET EROSION PROTECTION - INSTALL PER SUDAS 9040.110 CLASS D RIP -RAP GO I SUDAS 9040.102 NSTALL WATTLE/FILTER SOCK - TO BE REMOVED AT END OF PROJECT - INSTALL PER OH INSTALL SEDIMENT BASIN - SEE SHEET B.04 FOR DETAILS O STOCK PILE LOCATION - TO BE REMOVED AT THE END OF PROJECT GRAPHIC SCALE 80' 160' 240' NO. REVISION CITY COMMENTS BY KMN DATE 03-22-23 N0. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DRAWN: ---- DATE 9/26/22 DATE- 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA POST GRADING SWPPP PROJECT NO. 5602_1 SHEET NO. RR.02 Page 393 of 609 1:07am - rhageman 965 965 960 955 950 :945 :940 zoo: ;1:64 : 0 : ;130 : ;120 : ;1 ORIGINAL --=-949:7-9 DESIGN K =94519. 10 : ;100 : :-20. .-10. -16 20 : 0::: 60 . : 70 : 960 955 950 945..: 940 : 90 100 1 0 120 130 140 160: : 1643'5170 STA = 10+00 960 ORIGINAL -EL -951 1-3 DESIGN EIL 946109. 10i 400 : -_-60: :-50: .-10. . 4 STA = 10+50 960 960 90 100 110 120 130 140 10 16430170 960 :955 EXISTING Vita PROPOSED ROADWAY ASSETVISLY :950 955 :945 PROPOSED GRADE 950 945 :940 • 1 1x 12"-WATER MAIN. • -935 FL: 939.5 940 70631160 ;1:0 : 0 : ;130 : ;120 : ;1 ORIGINAL -EL -95427 DESIGN EIL 935 10 : ;100 :-90: :-60: :-70: :-60: :-50: :-40: :-30: 4 ...fp: :24: '69- . 90 . . .100. . .110..120.. 130. . .140. . : :16456:170 STA = 11 +00 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultants.corn DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO 5602_1 SHEET NO. X.01 Page 394 of 609 965 965 ..960 960.: .955 .950 ..945 955.: 950.: 945.: .940 -1 R, . 42, WATER MAIN ....FL' 94.1 52.... ... 940. .935 ORIGINAL-EL=959 18 DESIGN:EL:=948.18 7o .ti o0::-150: 140::-130::-120::-110::-100: =90 :: =80 :: ;70 :: ;60 :: ;$0 : -40 :: 0 :: =20 935.: ;10... 0... .10...20..30 44 .. -00 .. 80 .. 70 .. 80 .. 90 ..100 ::110 ::120 ::130 ::140 ::160 169301' STA = 11+50 965 965 ..960 EXIST3NG GRADE ... . PROPOSED ROADWAY 960.: .955 ASSEMBLY 955.: ..950 .945 PROPOSED/TRADE 950.: 945.: .940 .12 F1 x-12"-WATER MAIN 941:52 .... 940.: .935 ORIGINAL EL=954:61 DESIGN:EL:946.98 7093�J60::-150::-140::-130::-120::-110::-100:: =90 :: =80 :: =20 :: ;60 :: =50 :40 ::0 :: =20 935.: =i0...0....10...20..30 44 .. -00 .. 80 .. 70 .. 80 .. 94 . -100 ::110 ::120 ::130 ::140 ::160 16Q301' STA = 12+00 960 960 ..955 955.: .950 .945 950.: 945.:. .940 12' x 12"-WATER-MAIN ..EL:941:.52, ... . 940.: .935 7o ..d o0::-150::-140::-130::-120::-110::-100:: =90 :: =80 :: ;70 :: =60 :: ;$0 :::40 ORIGINALEL=954.29 DESIGN :EL:=949.76 ... ... . 020=i0.......10...20..30 935.: 40 .. 50 .. 80 .. 70 .. 80 .. 90 ..100 ::110 ::120 ::130 ::140 ::160 ::16Q01' STA = 12+50 0 0 0 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsulixnis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602_1 SHEET NO. X.02 Page 395 of 609 960 960 .955 955.: 950 .945 950.: 945.: 940 12" x-12-WATER MAIN FL. 843.37 940.: 935 ORIGINAL-EL=954.09 - DESIGN L:=950.16 - - 2093�J10::-:100 :90:80==-70==-60==-50:-;40==-30==-20==-40---0--- 10---20--3o--Ao--50--80--7.0--Oa--90--100-:1?930120 -1 935 STA = 13+00 9so 960 EXISTING -GRADE .955 -PROPOSED GRADE 955.: 950 950.: .945 945.: 940 2"x 12" WATER MAEN FL:_942.77 940.: 935 ORIGINAL-EL=953.89 - DESIGN L:=950.D2 - - - 2093310::-:100 -90-80==-70==-60==-50:-;40==-30==-20==-10---0----10--20--30--40--50--80--70--8U--90--100--11930120 -1 935.: STA = 13+50 960 960 .955 PROPOSEQ ROADWA ASSEMBLY 950 955.: 950.: .945 121 x.12".WATER MAIN FL: 842.28 .... ... . 945.: 940 ORIGINAL-EL•=952.85 --- DESIGNEL:=949.50- 209A10::-:100 =90 80=-;70===60===50:-;40===30===20===40---0----10--20--30--40--50--80--70--8U--90--100--11935120 940.: STA = 14+00 9so 960 .955 955.: 950 950.: .945 945.: 940 ORIGINAL-EL=954.fi9 �1 DESIGNEL:=948.96--- ----- ' 2'x 12" WATER MAIN. 940.: 209 10::-:100 -90-80==-70==-60==-50==-40==-30==-20==-t0---0-- 10---20--30-.40....50...60--7o--8U--90--100--1193120 STA = 14+50 960 960 ..955 955.: 950 950.: ..945 945.: 940 \ 12" x •12"• WATER MAIN FL:941.01 935 940.: ORIGINAL-EL=950.65 DESIGN:EL:=948.42 935.: 409A 10---100:: ;90 :: ;80 :: ;io :: ;60 _ _ ;50 _ _ :40 _ _ =30 _ _ =20 _ : ;10 .. - 0 ....10... 20 30__40..50..80..70..8u..90__100::11930120 STA = 15+00 9so 960 .955 955.:. 950 .945 16' OASKETED RCMP -STORM SEWER 950.: .940 L: 842.20' 945.: 8 TRUSS PIP SANITARY SEWER:MAIN. L: 935.18' 935 12" x 2" WATER:MAIN ORIGINAL EL- =949�3-9 DESIGN EL:=947.86 209A 10: -100:: ;90 :: ;80 :: ;io :: 60 _ _ =50 _ _ ;40 FL 940:.36 940.: 935.: 30 ;20=10...0... .10...20..30..40..54..50 70 .. 3 .. 94 _ _ 100 11930120 STA = 15+50 NO. REVISION 6Y DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsulixnis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602 1 SHEET NO. X.03 Page 396 of 609 -1 -1 -1 955 950 955 PROPO5EDFEQADWAY ASSEMBLY .945 940 18'GASKETED RCP PIPE:QRQS51NG.0 FL:941.68' 950.:. 945.:. 940.: 935 S" TRUSS PIPE ¢ANITARY SEWER MAIN .. .... ... FL: 984.40' ... . r 12"x12 WATERMAIN FL93945 930 20-A 10::-100:: ;90 :: ;80 :: ;70 :: -00 955 ORIGINAL-EL-=946.10 .... .... .... ... DESIGN:EL:=947.34 ... ;$0 :: =40 :: 40 :: =20 :: =10 0 10 20 STA = 16+00 935.:. 930.:. 30 .. 40 .. 54 .. 60 .. 1.0 .. 60 .. 90 ..100 ::119 120 -1 955 950 EXISTING GRADE PROPOSED GRADE 950.: .945 940 ... .... .... ......... ... 18" GASKETED RCP pIPECROSSING FL: 94{.17'V 945.: 8" TRUSS PIPE- 940.: 935 SANITARYSEWER MAIN 12' x 6" TEE WATER MAIN 935.: 93Q ORIGINAL-EL-=946.97 DESIGN:EL:=946.90 20-A 10::-100:: ;90 :: ;80 :: ;70 955 930 -00 :: ;$0 :: =40 :: -$0 :: ;20 STA = 16+50 30 .. 40 .. 50 .. 60 .. 7.0 955 950 950.:. .945 18" GASKETED-RCP- 940 RE GROSSI EPlotM. NG FL 940:66'�:`A 945.: 940.: 935 TRUSS.PIPE SANITARYSEWERMAIN FL. 932.82' ro 93Q 42" x 935.: 2' WATER MAIN . - - FL::936 14 209A 10::-100:: ;90 :: ;80 :: =70 .... .... .... .... ORIGINAL-ELL=945.76 DESIGN.94 .2 40 :: =30 :: =20 :::10 0 10 20 930.: 30 .. 40 .. 50 .. 60 .. 70 .. 80 .. 90 ..100 ::11 g 12 STA = 17+00 0 -1 955 955 .950 950.: .945 .940 ................... .. 24'' RCPPIPEQRQSSING EL:940.47' 945.:. 940.: .935 .930 Fr -TRUSS -PIPE SANITARY SEWER MAN;,y: FL932.35' 2 212 FL::938 WATER MAIN 935.: ORIGINAL-EL-=944.43 DESIGN:EL:945.n 20-A 10::-100:: ;90 :: ;80 :: ;70 :: -00 :: ;00 :::40 :: -00 930.:. ...O....1U....20 3U .. 40.. 54 .. 60 .. 70 .. 80 .. 90 ..100 ::11 gig 1 a0 STA = 17+50 955 955 .950 950.: .945 .940 945.: 24'. .935 .930 S1N FL: 940.01' 18 RCP PIPE CROSSING 8" TRUSS PIPE FL940.03 SANITARY SEWERMAIN FL: 932.16' ORIGINAL-EL•=943.63 DESIGN:EL:=945.19 20-A 10::-100:: ;90 :: ;80 :: ;70 :: -00 :: ;00 :::40 :: -00 GASKETED FL: 940.55' 2" x. 122' WATER MAIN FL:936:8B RCP PIPE CROSSING 940.: 935.: 930 o....1a .. 20 3U .. 40 .. 54 .. 60 .. 70 .. 80 .. 90 ..100 ::11 gig 1 a0 STA = 18+00 955 955 .950 950.:. .945 945.: ..940 24 -RCP-PIPE-OROSSlNG� O FL: 939.76' 0� 18 . FL: 939.76' RCP PIPE CROSSING 940.: ..935 .930 8" TRUSS.PIPE SANITARY SEWERMA N . . FL 931-.95'w4 ��12" x 12" WATER MAIN • FL' 936.24 935.: ORIGINAL-EL-=942.66 DESIGN:EL:=944.65 20gA 10::-100:: ;90 :: ;80 :: ;70 :: -00 :: ;50 :::40 :: =30 930.: 20:::10...U....1A 30 .. 40 .. 50 .. 60 .. 70 .. 80 .. 90 ..1$0 ::11 g 1 a0 STA = 18+50 NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsulixnis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602 1 SHEET NO. X.04 Page 397 of 609 950 950 .945 .940 945.: ..24" GASP.O=TED:RCPPIPE DADSSING. . FL: 939.42' 940.: .935 .930 8" TAUSS.PJPE NITARYSEWER"MAIN^_ FL: : i2'x1 -::WATER MAIN" FL:936.24 2092 100:: 30 :: -80 :: -70 :: -60 :: -50 950 ORIGINAL-EL-=942:49 DESIGN:EL =944'11 . . . 0 :. -20 :: -i0 . 0 10 20 STA = 19+00 935.: 930.: 34 .. 40 .. Sa .. 83 .. 73 .. 80 .. 90 ..100::11Q25120 -1 950 .945 .940 PROPOSED ROADWAY ASSEMBLY 945.: 24" GASKETEb.RCP. PE CROSSING 935 FL. 939:17 930 940.: 6' TRUSS PIPE .8"TRWSSP�E.... _ _ SANITARY SEWER MAIN • SANITARY -SEWER MAIN FL. 931.55' 931:73' ORIGINAL EL=942.23 DESIGN Fi:=943.67 2" x 92' WATER MAIN FL: 935.69 935.: 930.: -1 2090::-100:: -90 :: 30 :: 40 :: -60 :: -50 :: 40 :: -30 :: -20 :: -i0 ...0....10... 20 .. 30 .. 40 .. 5a .. 80 .. 78 .. 80 .. 90 ..100::11925120 -1 -1 STA = 19+50 95n 950 945 940 ISTING GRADE 935 PROPOSED GRADE ED RCP PIPECROSSING� FL 938.92 945.:. 940.: 930 6-TRUSS-PIPE $l+.NITARY SEV✓EF3 MAIN • FL 93T.27' 935.: ORIGINAL -EL=942.22 DESIGN EL =943.29 • 2092� 10::-100:. -90 :: -80 :: 40 :: -60 :: -50 12" 5 2" WATER MAI FL: 936:43 930.:. 40::-30::-20::-i0.. 0 -10 -20..30..40.-50..50.-70 STA = 20+00 83..90 ..100::11�25120 1 950 950 945 940 23 x 37! GASKETED ARCH CULVERT.RIPE CROSSING. FL: 938.64' 945.: 940.: 935 930 -PVC-SANITAEW SEWER MAIN FL: 931.07' 935.: ORIGINAL EL-=940.19 DESIGN:EL:=943.53 21x.12WATER MAIN FC935.43 ... 930.: 2092� 10::-100:. -90 : ;80 :: ;70 :: -60 : -50 .: -40 :: 0 :. ;20 : -10 ... 0 ....10... 2a 33 60 .. Sa .. 70. 8,0 . 94 ..100 ::1192512 STA = 20+50 955 955 950 950.: 945 940 945.: 940.: 935 8" PVC SANITARY SEWER. MAIN FL::930.87' MAIN 935.: 930 ORIGINAL EL =942:75 DESIGN:EL:=944.03 209:-100:: -90 :: -80 :: -7.0 :::60 :: -50 :: -40 :: -30 :: -20 :: -10 ... 0....10... 2a .. 30 .. 44 .. 54 .. 80 .. 70 .. 80 .. 90 ..100 ::1192512 930.: STA = 21 +00 955 955 950 950.: 945 940 945.:. 940.: 935 E'PVG SANITARY.. SEWERMAIN- 12' x 12" WATER MAIN 1934;20... . 935.: 930 FL: -930.68' 209410::-100:. -90 :: -80 :: -Z0 :: -60 :: ;00 .: 40 )RIGINALEL=948.d7 DESIGN:EL:=944.53 " -$0 :: -20 :: -i0 ...0....10... 20 930.:. 3Q .. 44 .. 50 .. 0G .. 70 .. 80 .. 94 ..100 ::1 %0 2 STA = 21 +50 0 0 0 NO. REVISION 6Y DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsulixnis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602 1 SHEET NO. X.05 Page 398 of 609 955 955 :950: PROPOSED 950- :945: :940: 945 :935' E" TRUSS PIPE SANITASY;SEWER MAIN : FL:939.48' .: ORIGI :930' 206[0 : =1th0 ::-J0:::-80:::-70:::-80 12" x 1.2".WAT.ER MAIN : ...:. FL:934".20 940 935- AL EL=946..39 .:.....:.....:DESIGN EL =944.40: 40:::-30:::-20...-f 0... II ...lb: 930- 40:::30:::40:::50:::GO 70 ::: 80 ::: 90 :::180::.1:1- 25:120 STA = 22+00 955 PROPOSEDFfOADWAY 955 :950 ASSEMBLY 950..: :945 :940 945 940 .935 :930 • l2092 i0 :1o0::-90 8-TfU$S-PIPE SANITARY SEWER MAIN FL 929.T8' ORIGI L EL =943,.34 DESIGN EL =943.02 -$0:::-70:::-80-50:::-40:::-30: 20...-to...II...10: 13'".x.i2'LWATER.MAIN FL• 931.92 - . 935- 930• 20:::30 50:::80:::70:::80 90 :::1710:::1:1 g25:12o STA = 22+50 955 955 950 950 .945 940 45 940 .935 930 SANITARY SEWER MAIN F 928:10` .12."x 12".WATER.MAIN .. . FL: 931.92 935" 930 .925 ORIGINAL EL =942.96 DESIGN EL =941:.00 ?o978i0:=10::-90 -90 -70:::-so:::-50: -40:::-0 925 20...-to... 2030405060:::7080:::90 10:::1:1 426:120 STA = 23+00 NO. REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE- 9/26/22 CHECKED: ---- DATE- 9/26/22 APPROVED: ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602_1 SHEET NO. X.06 Page 399 of 609 N^ 95Q 9, :945 :940 9 ORIGINAL -EL - "DESIGN EL 90"9530 :-: 60:::-50:::-40:::-30: - :-20. 10 2030:30:50 STA = 0+00 950, 950 0 :945 945.. :940 940 935 90"93C0 60:::-50:::-40: 30: ::-20 ORIGINAL EL -937:65 DESIGN EL L937.65 935.: 0- 30 J30"a0 STA = 0+50 950 950 945 PROPOSED GRADE 945 940 RSSTING"GRADE :935 940. ORIGINAL EL =937:64 DESIGN E:5937.64 935 a09080:::- D:::-00:::-50:::-40:::-30----20----10---A---i0:::20---30---40 30- DO STA = 1+00 95Q 950 945 940 935 !PROPOSED ROADWAY ASSEMBLY 945.. 940.: ORIGINAL -EL =937.4 'DESIGN EL =937.41 go: ::-50:::-40 .0:::-20 935".. ] 203434P :Ro STA = 1+50 95Q 950 :945 945 :940 :935 -ID 60:::-50- - --40- - :-30:: --20 ORIGINAL EL =937:16 DESIGN EL =937.16 940.. 935 00J30-�0 STA = 2+00 95Q 950 :945 945 :940 940 :935 ORIGINAL EL-936-.90 DESIGN EL L 936.90 9D"93C0 60::: 935:..- 20 20...30..40:::rJ J30"�0 STA = 2+50 95 950 :945 945 :940 :935 940. 935" :930 ORIGINAL EL =936:65 DESIGN Et 5936.65 25$0:::-TO:::-60:::-50: - -40 - -30:: -20 - -10- - - A - - - i0 - - - 20 - - :30: - - 40: : ::: 25:70 930 STA = 3+00 95 950 :945 945 :940 :935 940 935" 930 _,0:::- 0:::-60:::-50" ORIGINAL EL =936:56 DESIGN Li L936.66 930 -40:::-30...-20 20304P 25: 70 STA = 3+50 GRAPHIC SCALE 20' 30' NO. REVISION BY DATE NO. REVISION BY DATE CGA Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION CROSS SECTIONS WATERLOO, IOWA PROJECT NO. 5602 1 SHEET NO. X.07 Page 400 of 609 N 950 950 945 940 PROPOSED ROADWAY ASSEMBLY 945 940 935 935 '930 92580 60- ---5a:::-40:::-30:::-20 ORIGINAL EL =938.9 DESIGN EL =93691 930' 10:::20:::30 40 STA = 4+00 950 9so 945 PROPOSEOG.RAOE 940 DXISOING:GRAbE... . 935 .:930 0192031 ORIGINAL EL=937:38 DESIGN EL =937...38: 50- - --50:::-40:::-30:::-20...-. 945.. 94a'.: 935.: 9aa.= fl...10:2° 30 5P3 25 70 STA = 4+50 950 9so 945 945 '940 935 940 935'..- 930 0 925$0 ORIGINAL EL=937:95 930'..- DESIGN EL =9375 9................. _ ........ - :-a0:::-60:::-S0:::-40:::-3a:::-2a_ _ _-1a_ _ _ f3 _ _ _10:::20:::30:::40:::50:::60A25_70 STA = 5+00 950 950 945 940 935 .:930 019200: -go ...-So...-4a...-30...-20- ORIGINAL EL 939.55 DESIGN EL =938.55 945..= 940..= 935..= 930..= 0...30 ::::::25 70 STA = 5+50 945, 945 '940 94a..- 935 9a5.•..- '930 50:::-So:::-40:::-30:::-20 ORIGINAL -EL-=939.41 DESIGN EL =93941 935...- 10:::20 30:::40 12fi7° STA = 6+00 NO. GRAPHIC SCALE 0 10' 20' 30' REVISION BY DATE NO. REVISION BY DATE Clapsaddle-Garber Associates, Inc 5106 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0256 www.cgaconsultanis.com DESIGNED: ---- DATE' 9/26/22 DRAWN: ---- DATE 9/26/22 CHECKED: ---- DATE 9/26/22 APPROVED: ---- DATE- ---- SAN MARNAN BUSINESS PARK FIRST ADDITION WATERLOO, IOWA CROSS SECTIONS PROJECT NO. 5602_1 SHEET NO. X.08 Page 401 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving a Cooperative Agreement with the Iowa Department of Transportation, in the amount of $11,970.00, in conjunction with the FY 2021 Highway 63 Enhancements from Washington Street to Parker Street, Contract No. 1029, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Agreement with IDOT for the City to build sidewalk and driveway improvements as part of the Highway 63 Enhancements, Contract #1029 and for IDOT to reimburse the City for the costs. These improvements allow the IDOT to reach their stormwater pump station that was constructed as part of the Highway 63 reconstruction project. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 402 of 609 ATTACHMENTS 1. IDOT Cooperative Agreement Page 403 of 609 January 2023 IOWA DEPARTMENT OF TRANSPORTATION Cooperative Agreement For Primary Road Project County City Project No. Iowa DOT Agreement No. Staff Action No. Black Hawk Waterloo NHSX-063-6(96)--3H-07 2023-16-082 This Agreement is entered into by and between the Iowa Department of Transportation, hereinafter designated the "DOT," and the city of Waterloo, Iowa, a Local Public Agency, hereinafter designated the "LPA" in accordance with Iowa Code Chapters 28E, 306, 306A and 313.4, as applicable; The LPA proposes to establish or make improvements to U.S. 63 within Black Hawk County, Iowa; and The LPA and the DOT are willing to jointly participate in said project, in the manner hereinafter provided; and The LPA and the DOT previously entered into the following agreement(s) for the above referenced project: Agreement No. 2015-4-115 for preliminary engineering for U.S. 63 reconstruction was executed by the DOT and LPA on June 15, 2007 and May 29, 2007, respectively; Agreement No. 2015-4-115 for preconstruction was executed by the DOT and LPA on September 29, 2016, and September 29, 2015, respectively; Agreement No. 2015-1-029 for right of way acquisition for reconstruction of U.S. 63 from Jefferson Street to Franklin Street was executed by the DOT and LPA on August 25, 2014, and August 18, 2014, respectively: Agreement No. 2010-16-204 for reconstruction of U.S. 63 from Frankling Street to Newell Street was executed by the DOT and LPA on December 28, 2010, and December 6, 2010, respectively; Agreement No. 2008-16-190 for reconstruction of U.S. 63 from Newell Street to Donald Street was executed by the DOT and LPA on May 24, 2010, and April 26, 2010, respectively; Agreement No. 2006-16-163 for preliminary engineering for U.S. 63 reconstruction was executed by the DOT and LPA on June 15, 2007 and May 29, 2007, respectively and This Agreement reflects the current concept of this project which is subject to modification only by mutual Agreement between the LPA and the DOT; and Therefore, it is agreed as follows: 1. Project Information a. The LPA shall be the lead local governmental agency for carrying out the provisions of this Agreement. b. All notices required under this Agreement shall be made in writing to the DOT's and/or the LPA's contact person. The DOT's contact person shall be Nick Humpal, Assistant District Engineer. The LPA's contact person shall be Jamie Knutson, City Engineer. c. As developed with the LPA project, the DOT shall be responsible for widening the sidewalk 3 feet south from Logan Avenue to pedestrian tunnel and the expansion of gravel access to US 63 pump station near the railroad from the newly widened sidewalk. Maintenance of said improvements will be addressed in a future maintenance agreement. 2023-16-082 Waterloo.docx 1 Page 404 of 609 January 2023 d. The LPA shall be responsible for the development and completion of the following described primary highway project: Portland Cement Concrete (PCC) sidewalk trail in city of Waterloo on US 63 from Parker Street south to Washington Street. 2. Project Costs a. The LPA shall bear all costs except those specifically allocated to the DOT under the terms of this Agreement. b. The DOT shall contribute an estimated $11,970, toward the project costs. See Exhibit A. 3. Environmental, Right of Way, Permits and Other Requirements a. The LPA shall be responsible for obtaining any necessary permits from the DOT, such as the Work Within the Right of Way Permit, Access Connection/Entrance Permit, Utility Accommodation Permit, Application for Approval of a Traffic Control Device, or other construction permits required for the project prior to the start of construction. Neither the approval of funding nor the signing of this Agreement shall be construed as approval of any required permit from the DOT. b. If there is a railroad crossing within or near the project work area, the LPA shall obtain the necessary approvals or agreements from the railroad to allow the proposed work to be completed on or around the railroad crossing and / or right of way. c. If the project requires utility relocations, subject to the approval of and without expense to the DOT, the LPA agrees to perform or cause to be performed all relocations, alterations, adjustments or removals of existing utility facilities, including but not limited to power, telephone lines, fiber optics lines, natural gas pipelines, water mains and hydrants, curb boxes, utility accesses, storm water intakes, sanitary sewers, and related poles, installations and appurtenances, whether privately or publicly owned, and all parking meters, traffic signals and other facilities or obstructions which are located within the limits of an established street or alley and which shall interfere with construction of the project and the clear zone. All utility relocations shall be accomplished in accordance with the DOT's Utility Accommodation Policy, as set forth in 761 Iowa Administrative Code, Chapter 115. d. If the LPA has completed a Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project and the FIS is modified, amended or revised in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the modification, amendment or revision to the DOT. If the LPA does not have a detailed Flood Insurance Study (FIS) for an area which is affected by the proposed Primary Highway project and the LPA does adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall promptly provide notice of the FIS to the DOT. 4. Project Design a. The LPA or its consultant shall be responsible for the design of all proposed improvements. b. The project plans, specifications and engineer's cost estimate shall be prepared and certified by a Professional Engineer licensed to practice in the State of Iowa. c. All proposed highway or street improvements shall be designed using the American Association of State Highway and Transportation Officials (AASHTO) "Policy on Geometric Design of Highways and Streets", (latest edition), or other equivalent generally recognized engineering or safety standard, criteria, or design theory. 2023-16-082 Waterloo.docx 2 Page 405 of 609 January 2023 d. The project design shall comply with the "Manual on Uniform Traffic Control Devices for Streets and Highways", by the Federal Highway Administration, as adopted by DOT, as per 761 Iowa Administrative Code, Chapter 130. 5. Bid Letting a. The plans, specifications and other contract documents for each division must be submitted at least fourteen weeks prior to the project letting of each division. b. For portions of the project let to bid, the LPA shall conduct the project bid letting in compliance with applicable laws, ordinances, and administrative rules. The LPA shall advertise for bidders, make a good faith effort to get at least three (3) bidders, hold a public letting and award contracts for the project work. DOT concurrence in the award must be obtained prior to the award. The LPA shall provide the DOT file copies of project letting documents within five (5) days after letting. c. The LPA shall include in their Notice to Bidders that Sales Tax Exemption Certificates will be issued, as provided for by Iowa Code section 423.3, subsection 80. The LPA shall be responsible for obtaining the sales tax exemption certificates through the Iowa Department of Revenue and Finance. The LPA shall issue these certificates to the successful bidder and any subcontractors to enable them to purchase qualifying materials for the project free of sales tax. d. The LPA shall be the contracting authority. 6. Construction & Maintenance a. The LPA shall be responsible for the daily inspection of the project, including the compilation of a daily log of materials, equipment, and labor used on the project. b. The LPA shall comply with the procedures and responsibilities for materials testing and construction inspection according to DOT's Materials Instructional Memorandums (I.M.'s) and the Construction Manual. If requested, the DOT may, at its discretion, be able to perform some testing services. If performed, the DOT shall bill the LPA for testing services according to its normal policy. c. The work on this project shall be in accordance with the approved plans and specifications. Any substantial modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. d. Subject to the provisions hereof, the LPA in accordance with 761 Iowa Administrative Code sections 150.3(1)c and 150.4(2) shall remove or cause to be removed all encroachments or obstructions in the existing primary highway right of way. The LPA shall also prevent the erection and/or placement of any structure or obstruction on said right of way or any additional right of way which is acquired for this project including but not limited to private signs, buildings, pumps, and parking areas. e. With the exception of service connections, no new or future utility occupancy of project right of way, nor any future relocations of or alterations to existing utilities within said right of way (except service connections), shall be permitted or undertaken by the LPA without the prior written approval of the DOT. All work shall be performed in accordance with the Utility Accommodation Policy and other applicable requirements of the DOT. f. Upon completion of the project, no changes in the physical features thereof shall be undertaken or permitted without the prior written approval of the DOT. 2023-16-082 Waterloo.docx 3 Page 406 of 609 January 2023 g. After the project construction is complete and prior to final acceptance of the project by the DOT, the LPA shall furnish three sets of "as -built" plans to the DOT's contact person. h. Future maintenance of the primary highway within the project area shall be carried out in accordance with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150. 7. Traffic Control a. U.S. 63 through -traffic shall be maintained during the construction. b. Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" as per 761 Iowa Administrative Code, Chapter 130. The safety of the general public shall be assured through the use of proper protective measures and devices including but not limited to fences, barricades, signs, flood lighting, and warning lights as necessary. 8. Payments and Reimbursements a. The LPA shall be responsible for making initial payments to the consultant(s) and contractor(s) for all project costs incurred in the development and construction of the project. After payments have been made, the LPA may submit to the DOT periodic itemized claims for reimbursement for eligible project activities. Reimbursement claims shall include certification by a Professional Engineer licensed to practice in the State of Iowa that all eligible project activities for which reimbursement is requested have been paid in full and completed in substantial compliance with the terms of this Agreement. b. The DOT shall reimburse the LPA for properly documented and certified claims for eligible project activity costs. The DOT may withhold up to 5% of the Federal and/or state share of construction costs, either by state warrant or by crediting other accounts from which payment may have been initially made. If upon final audit the DOT determines the LPA has been overpaid, the LPA shall reimburse the overpaid amount to the DOT. After the final audit or review is complete and after the LPA has provided all required paperwork, the DOT shall release the Federal or state funds withheld. c. Upon completion of the project, a Professional Engineer licensed to practice in the State of Iowa shall certify in writing to the DOT that the project activities were completed in substantial compliance with the plans and specifications set out in this Agreement. Final reimbursement of state and/or Federal funds shall be made only after the DOT accepts the project as complete. 9. General Provisions a. The LPA shall maintain records, documents, and other evidence in support of the work performed under the terms of this Agreement. All accounting practices applied and all records maintained shall be in accordance with generally accepted accounting principles and procedures. Documentation shall be made available for inspection and audit by authorized representatives of the DOT and/or the Federal Highway Administration (FHWA), or their designees, at all reasonable times. The LPA shall provide copies of said records and documents to the DOT upon request. The LPA shall also require its contractors to permit authorized representatives of the DOT and/or the FHWA to inspect all work materials, records, and any other data with regard to Agreement related costs, revenues and operating sources. Such documents shall be retained for at least 3 years from the date of FHWA approval of the final amendment/modification to the project in the FHWA's Fiscal Management Information System (FMIS). Upon receipt of such approval by FHWA, the DOT shall notify the LPA of the record retention date. b. In accordance with Title VI of the Civil Rights Acts of 1964 and Iowa Code Chapter 216 and associated subsequent nondiscrimination laws, regulations and executive orders, the LPA shall not discriminate 2023-16-082 Waterloo.docx 4 Page 407 of 609 January 2023 against any person on the basis of race, color, creed, age, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. c. The LPA shall use positive efforts to solicit proposals or bids from and to utilize Targeted Small Business (TSB) enterprises as consultants or contractors and ensure that the consultants or contractors make positive efforts to utilize these enterprises as subconsultants, subcontractors, suppliers or participants in the work covered by this Agreement. Efforts shall be made and documented in accordance with Exhibit B which is attached hereto and by this reference incorporated into this Agreement. d. The LPA agrees to indemnify, defend and hold harmless the DOT from any action or liability arising out of all design, construction, maintenance, placement of traffic control devices, inspection, operation, and use of the improvements resulting from this project. This agreement to indemnify, defend and hold harmless applies to all aspects of the DOT's application review and approval process, plan and construction reviews, and funding participation. e. If any part of this Agreement is found to be void and unenforceable then the remaining provisions of this Agreement shall remain in effect. f. This Agreement is not assignable without the prior written consent of the DOT. g. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement. h. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this project. All previously executed agreements shall remain in effect except as amended herein. Any subsequent change or modification to the terms of this Agreement shall be in the form of a duly executed amendment to this document. 2023-16-082 Waterloo.docx 5 Page 408 of 609 January 2023 IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2023-16-082 as of the date shown opposite its signature below. CITY OF WATERLOO: By: Date , 20_ Title: Mayor , certify that I am the Clerk of the City, and that who signed said Agreement for and on behalf of the City was duly authorized to execute the same on the day of , 20 . Signed: City Clerk of Waterloo, Iowa. IOWA DEPARTMENT OF TRANSPORTATION: By: Date , 20 . E. Jon Ranney District Engineer District 2 2023-16-082 Waterloo.docx 6 Page 409 of 609 EXHIBIT A Cost Estimate for DOT participation 57 SY 6" Sidewalk $5,700 62 CY Granular Surfacing $4,650 62 CY Class 10 Waste $620 Miscellaneous $1,000 TOTAL: $11,970 2023-16-082 Waterloo Page 410 of 609 EXHIBIT B EXHIBIT B UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS (THIRD -PARTY STATE -ASSISTED PROJECTS) In accordance with Iowa Code Section 19B.7, it is the policy of the Iowa Department of Transportation (Iowa DOT) that Targeted Small Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whole or part with State funds. Under this policy the Recipient shall be responsible to make a positive effort to solicit bids or proposals from TSB firms and to utilize TSB firms as contractors or consultants. The Recipient shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The Recipient's "positive efforts" shall include, but not be limited to: 1. Obtaining the names of qualified TSB firms from the Iowa Economic Development Authority (515-348-6159) or from its website at: https://iowaeconomicdevelopment.com/tsb. 2. Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP) process. 3. Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4. Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5. For construction contracts: a) Including in the bid proposals a contract provision titled "TSB Affirmative Action Responsibilities on Non - Federal Aid Projects (Third -Party State -Assisted Projects)" or a similar document developed by the Recipient. This contract provision is available from the Administering Bureau. b) Ensuring that the awarded contractor has and shall follow the contract provisions. 6. For consultant contracts: a) Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b) Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted; a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. The Recipient shall provide the Iowa DOT the following documentation: 1. Copies of correspondence and replies, and written notes of personal and/or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the Recipient's positive efforts and it should be placed in the general project file. 2. Bidding proposals or RFPs noting established TSB goals, if any. 3. Form 260017 "Checklist and Certification for the Utilization of TSBs" shall be filled out upon completion of each project, and sent to Iowa Department of Transportation, Civil Rights Bureau, 800 Lincoln Way, Ames, IA 50010: https://forms. iowadot.gov/FormsMgt/External/260017. pdf. 2023-16-082 Waterloo Page 411 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving an Administrative Services Agreement with the Iowa Northland Regional Council of Governments, in an amount not to exceed $30,000.00, in conjunction with the Waterloo EDA Fiber Optic Grant, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. INRCOG EDA FIBER GRANT Page 412 of 609 Page 413 of 609 CONTRACT FOR SERVICES BETWEEN THE IOWA NORTHLAND REGIONAL COUNCIL OF GOVERNMENTS AND CITY OF WATERLOO, IOWA (WATERLOO PHASE II FIBER EXPANSION PROJECT) - EDA ELEMENTS ONLY) THIS CONTRACT, entered into by and between the Iowa Northland Regional Council of Governments (hereinafter called the Planning Agency) and the City of Waterloo, Iowa. The City of Waterloo hereby requests the Planning Agency's assistance in carrying out this Contract and attached Scope of Services, and approved by the Planning Agency under the Economic Development Administration Contract # 05-79-06185 TERMS. This contract carries the following terms: SECTION 1. Scope of Services The Planning Agency shall provide and perform the necessary services required to carry out the Contract as set out in the attached Scope of Services. SECTION 2. Time of Performance The services of the Planning Agency shall commence on January 1, 2023 and shall be finished upon completion of final document/report. SECTION 3. Method of Payment Payment shall be due upon receipt of a monthly bill for actual work performed. The payment shall be based on the hourly rate of the staff person plus any associated costs incurred in the administration of this contract. Total payment shall not exceed the amount stated in the previously approved Memorandum of Understanding. Total Payment shall not exceed $30,000.00. SECTION 4. Personnel The Planning Agency represents that it has, or will acquire, all personnel necessary in performing the services under this Contract. The parties intend that an independent contractor -purchaser of service relationship will be created by this Contract. The City is interested only in the results achieved, and the conduct and control of the work will lie solely with the Planning Agency. Neither the Planning Agency nor its employees are to be considered agents or employees of the City for any purpose. SECTION 5. Property The Planning Agency shall be free to acquire or use existing property, real or personal, as it deems necessary in the performance of work under this agreement. 1 Page 414 of 609 SECTION 6. Services to be Furnished to the Planning Agency All reports, data or other public documents and information necessary to the performance of work under this Contract shall be made available to the Planning Agency. SECTION 7. Records Available At any time during the normal business hours and as often as is necessary, each party shall make available to the other party and federal or state agents and financial and administrative records with respect to all matters covered by this agreement. SECTION 8. Maintenance of Records The Planning Agency shall maintain all financial and administrative records for a period of five (5) years from the date of final payment by the federal or state funding agency. In addition, those records which relate to any "Dispute" appeal under a grant agreement, to litigation, to the settlement of claims arising out of such performance, or to costs or items to which an audit exception has been taken shall be maintained and made available until five (5) years after the date of resolution of such appeal, litigation, claim, or exception. SECTION 9. Federal Contract Language In connection with implementing this agreement, the Waterloo City Council and the Iowa Northland Regional Council of Governments agree to comply with the following acts: A. All required federal contract language for EDA funded contracts. B. All amendments and regulations issued thereto which apply to the project. SECTION 10. Termination Clause Either party assigned hereto shall have the authority to terminate this Contract, with just cause, by notifying the other party by registered mail not Tess than thirty (30) days prior to the effective termination date. The Planning Agency will be paid for the time provided and expenses incurred through the termination date. SECTION 11. Amendment and Designation of Officials 11.1 The City - The Mayor of Waterloo is the official authorized to execute any changes in the terms, conditions, or amounts specified in this Contract. 11.2 The Planning Agency - The Executive Director of the Iowa Northland Regional Council of Governments is the contractor official authorized to execute any changes in the terms, conditions, or amounts specified in this Contract. SECTION 12. Saving Clause Should any provisions of this Contract be deemed unenforceable by a court of law, all of the other provisions shall remain in effect. 2 Page 415 of 609 SECTION 13. Entire Agreement Statement This Contract contains the entire agreement between the Planning Agency and the City for the purpose of administering an Economic Development Administration grant, relative to the Waterloo Phase II Fiber Expansion Project. There are no other written or oral agreements, understandings, or contracts that shall take precedence over the items contained herein, unless they have been made a part of this Contract per Section 2. SECTION 14. Hold Harmless The City shall hold harmless, waive, and indemnify the Planning Agency against all claims, liabilities, and costs, including reasonable attorney fees, of defending any claim or suit, including those by any third party, arising out of the services provided by the Planning Agency, except to the extent caused by the gross negligence or willful misconduct of the Planning Agency or its employees. In no event shall the Planning Agency be liable to the City for lost revenues of the City, or special or consequential damages, even if the Planning Agency has been advised of the possibility of such damages. The Planning Agency's total liability under this Agreement for damages, costs and expenses, regardless of cause, shall not exceed the total amount of fees paid to the Planning Agency by the City under this Agreement. PASSED AND APPROVED: IOWA NORTHLAND REGIONAL COUNCIL OF GOVERNMENTS CITY OF WATERLOO i 7/20 7-3 Datl Executive Director Date Mayor ATTEST: ATTEST: -c-�- r-ao-2-1---- Director of Development City Clerk 3 Page 416 of 609 Attachment 1 SCOPE OF SERVICES The Iowa Northland Regional Council of Governments shall assist in compliance with the Economic Development Administration (EDA) and other federal requirements; maintenance of required records and documents; and other required actions not specifically listed, but requested by the local government, including but not limited to the following activities: GENERAL ACTIVITIES A. Program Set -Up 1. Meet with the Waterloo staff to review and assure understanding of terms and conditions of grant agreement with EDA 2. Set up a model for program schedule, assuring compliance with time limitations of grant contract. 3. Meet with Waterloo City staff to explain and coordinate scheduling of grant activities in accordance with EDA contract. 4. Maintain and promote performance standards in areas such as housing, minority participation, services to low income, etc., that will help the grantee secure future grants. PROGRAM ADMINISTRATION A. Capital Improvement Activities 1. Prepare Program Schedule, as may be required by EDA. 2. Complete Environmental Review, as may be necessary. 3. Assist City in acquiring EDA required contract documents, including Federal wage determination. 4. Review bid documents for EDA compliance. 5. Review contracts for EDA compliance. 6. Submit documents to EDA for project and contractor clearance. 7. Monitor payrolls for Davis -Bacon and related labor law compliance. 8. Conduct on -site interviews and inspections. 9. Monitor subcontractor compliance with EDA regulations. 10. Assist contractors in execution of EDA required documents and assurances. 11. Promote and document efforts regarding minority participation. 12. Assist in monitoring and clearing change orders, addendum, etc. 13. Assist in close-out and audit. 14. Provide financial management, including tracking and preparation of reimbursement requests 15. Provide other technical assistance, as may be required by this project. B. Record Keeping 4 Page 417 of 609 1. Assist in setting up bookkeeping system for grant funds. 2. Assist in setting up filing system for program information maintenance. 3. Regularly monitor records. 4. Assist in preparing draw down forms, authorizing and making disbursements. 5. Assist in meeting with EDA officials during site visits. 6. Assist in preparing monthly, quarterly, and annual reports. 7. Assist in final closeout reports. The above outline is intended to be specific, but some areas may have more detailed requirements implied, but not listed. The Iowa Northland Regional Council of Governments will assist the Waterloo City Council with these requirements unless special requests are made to the Executive Director or governing body of the grantee. The Waterloo City Council may request assistance from the Iowa Northland Regional Council of Governments that is not specifically designated. 5 Page 418 of 609 Ns Robinson Engineering Company Consulting Engineers Westdale Subdivision Swale Design Waterloo, Iowa Addendum No. 7 WHEREAS, City of Waterloo and Robinson Engineering Company entered into a contract dated July 30, 2018 for the design of the Westdale Subdivision Swale in Waterloo, Iowa. WHEREAS, City of Waterloo and Robinson Engineering Company desire to amend the previous agreement to make the following revisions to the contract. NOW THEREFORE, it is mutually agreed to amend the original Consultant Agreement as follows: I. Scope of Services The scope of services is amended to add the cost for design of modifications to the plans and the inspection associated with construction of those modifications. II. Compensation The additional work will be completed for the following costs: Design Modifications = 32 hrs @ $115.00 Construction Inspection = 50 hrs @ $115.00/hr Completion of As -built Plans = 40 hrs @ $115.00/hr Construction Paperwork = 40 hrs @ $115.00/hr Walkthrough with IaDNR = 20 hrs @ $115.00/hr Total Cost $3,680.00 $5,750.00 $4,600.00 $4,600.00 $2,300.00 $20,930.00 The compensation for this supplemental agreement is to be integrated with that covered under the original contract. III. In all other respects, the obligations of City of Waterloo and Robinson Engineering Company shall remain as specified in the Original Contract dated July 30, 2018, and all addendums. IN WHITNESS WHEREOF, the parties hereto have executed this Addendum No. 7 as of the dates shown below. �� OWNER: ENGINEER: i � City of Waterloo Robinson Engineerg Company By: Quentin M. Hart By: Monica Smith, PE Title: Mayor Title: President ATTEST: Kelley Felchle, CMC City Clerk 819 Second Street NE, Independence, IA 50644 Phone: 3 l 9-334-7211 Page 419 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Manager Finance Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving the renewal of a three-year software contract with Fifth Asset, Inc., DBA DebtBook, for the purpose of debt management, lease management, and subscription management, and authorizing the Finance Manager 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. DebtBook Contract Renewal Page 420 of 609 Page 421 of 609 DebtBook Quote Waterloo, IA 715 Mulberry St, Waterloo, IA 50703 Bridgett Wood Finance Manager bridgett.wood@waterloo-ia.org (319) 291-4323 Products & Services Description Implementation Charge: Tier 2 This represents the cost of our White Glove GASB-96 Implementation process for your organization. Subscription Charge: Tier 2 This represents the annual subscription charge your organization pays for access to the DebtBook platform. There are no additional charges - this covers unlimited users, external sharing, support and training. Subscription Charge: Tier 2 This represents the annual subscription charge your organization pays for access to the DebtBook platform. There are no additional charges - this covers unlimited users, external sharing, support and training. Subscription Charge: Tier 2 This represents the annual subscription charge your organization pays for access to the DebtBook platform. There are no additional charges - this covers unlimited users, external sharing, support and training. Qty Annual Fee 1 1 1 1 $2,000 Year 1 $13,000 Year 1 $13,000 Year 2 $13,000 Year 3 Prepared By: DebtBook Josh Nassau -Young Account Manager josh.nassau-young@debtbook.com Notice Address: 1431 W Morehead St Suite 200 Charlotte, NC 28208 Discount ($2,000) ($7,000) Total so Year 1 Cost $6,000 Year 1 Cost ($4,000) $9,000 Year 2 Cost $13,000 Year 3 Cost Total 3 Year Renewal Cost: $28,000 4/3/2023 1 DebtBook RENEWAL ORDER FORM Fifth Asset, Inc., d/b/a DebtBook ("DebtBook") is pleased to provide Waterloo, IA ("Customer") with the Services subject to the terms established in this Order Form, including DebtBook's Price Quote attached as Exhibit A and incorporated herein by this reference (the "DebtBook Quote"). On and after the Effective Date listed below, this Order Form supersedes and replaces the Order Form previously executed and delivered by DebtBook and the Customer (the "Original Order Form"). This Order Form may be modified or replaced from time to time by a subsequent Order Form duly executed and delivered by each party in connection with any Renewal Term. The Services are subject to DebtBook's General Terms & Conditions, which were provided to Customer in connection with the execution and delivery of the Original Order Form (the "Terms & Conditions"), and the Incorporated Documents referenced in the Terms & Conditions. Each capitalized term used but not defined in this Order Form has the meaning given in the Terms & Conditions. Effective Date: 7/1/2023 Initial Term End Date: 6/30/2026 Initial Pricing Tier: Tier 2 Billing Frequency: Annually Payment Terms: Net 30 See the DebtBook Quote for more details Services. Subject to the terms described in this Order Form, DebtBook will grant Customer access to the Application Services during the Initial Term described above and, if applicable, each subsequent Renewal Term. As part of the onboarding process, DebtBook will provide Customer with the Onboarding Services and, if requested, the Implementation Services. DebtBook will also provide Customer with the Support Services throughout the Term. Fees. DebtBook will charge Customer (1) a recurring Subscription Fee for Customer's access to the Onboarding Services, the Application Services, and the Support Services and (2) if applicable, an Implementation Fee for the Implementation Services, in each case as set forth in the DebtBook Quote and this Order Form. Generally, DebtBook sets Fees using its standard pricing schedule for the Services based on the Customer's applicable Pricing Tier, which is based on the total number and amount of the Customer's Application Obligations at the time of determination. DebtBook's current pricing schedule and Pricing Tiers are set forth in the DebtBook Quote, which will remain in effect with respect to Customer throughout the Initial Term. The Initial Pricing Tier indicated above is based on Customer's good faith estimate of its Application Obligations as of the Effective Date. The Subscription Fees to be charged as provided in the DebtBook Quote will not change during the Initial Term, regardless of any change to the actual number or amount of the Customer's Application Obligations during the Initial Term. Implementation Services. At Customer's request, DebtBook will provide Implementation Services to Customer for a 12-month period, with each such period beginning, if applicable, on the Effective Date and on each anniversary of the Effective Date thereafter (each, an "Implementation Period"). Customer may request Implementation Services at any time during the Term. If Implementation Services are requested for any Implementation Period, then the Implementation Fee will be based on the aggregate number and amount of the Customer's Application Obligations at the beginning of such Implementation Period. The Implementation Fee will be due and payable at the later of (1) the beginning of the applicable Implementation Period or (2) the date on which Customer requests Implementation Services for such Implementation Period, and will entitle Customer, in each case, to Implementation Services at the applicable Pricing Tier through the end of the Implementation Period then in effect. For any Implementation Period, if the total number or amount of Customer's Application Obligations implemented causes Customer's applicable Pricing Tier to increase, then DebtBook will charge Customer an additional Implementation Fee such that the total Implementation Fee charged for such Implementation Period equals the Implementation Fee applicable to the increased Pricing Tier as set forth in the DebtBook Quote. September 2022 Form Page 423 of 609 Billin . Unless otherwise provided in the Order Form or the Customer Terms, all Fees will be due and payable in advance on the terms indicated above, and each invoice will be emailed to the Customer's billing contact indicated below. Renewal Term. The Agreement is subject to renewal on the terms set forth in the Terms & Conditions. The Pricing Tier applicable for each Renewal Term will be determined based on the aggregate number and amount of the Customer's Application Obligations at the time of renewal. Termination. The Agreement is subject to early termination on the terms set forth in the Terms & Conditions. Entire Agreement. By executing this Order Form, each party agrees to be bound by this Order Form, the Terms & Conditions, the Incorporated Documents, and any Customer Terms. This Order Form, the Customer Terms, the Terms & Conditions, and the Incorporated Documents constitute the complete "Agreement" between the parties and supersede any prior discussion or representations regarding the Customer's purchase and use of the Services. Intellectual Property. Except for the limited rights and licenses expressly granted to Customer under this Order Form and the Terms & Conditions, nothing in the Agreement grants to Customer or any third party any intellectual property rights or other right, title, or interest in or to the DebtBook IP. Important Disclaimers & Limitations. EXCEPT FOR THE WARRANTIES SET FORTH IN THE TERMS & CONDITIONS, DEBTBOOK IP IS PROVIDED "AS IS," AND DEBTBOOK DISCLAIMS ALL WARRANTIES, WHETHER EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, AND NON -INFRINGEMENT AND ALL WARRANTIES ARISING FROM COURSE OF DEALING, USAGE, OR TRADE PRACTICE. IN ADDITION, TO THE EXTENT PERMITTED BY APPLICABLE LAW, THE PARTIES' LIABILITIES UNDER THE AGREEMENT ARE LIMITED AS SET FORTH IN THE TERMS & CONDITIONS. Notices. Any Notice delivered under the Agreement will be delivered to the address below each party's signature below. September 2022 Form Page 424 of 609 Authority: Execution. Each of the undersigned represents that they are authorized to (1) execute and deliver this Order Form on behalf of their respective party and (2) bind their respective party to the terms of the Agreement. This Order Form and any other documents executed and delivered in connection with the Agreement may be executed in counterparts, each of which is deemed an original, but all of which together are deemed to be one and the same agreement. To the extent permitted by applicable law, electronic signatures may be used for the purpose of executing the Order Form by email or other electronic means. Any document delivered electronically and accepted is deemed to be "in writing" to the same extent and with the same effect as if the document had been signed manually. FIFTH ASSET, INC., D/B/A DEBTBOOK WATERLOO, IA By: Name: Tyler Traudt Title: CEO Notice Address 1431 W Morehead St Suite 200 Charlotte, NC 28208 Attention: Chief Executive Officer account-management@debtbook.com By: Name: Title: Notice Address 715 Mulberry St, Waterloo, IA 50703 Attention: Bridgett Wood bridgett.wood@waterloo-ia.org Billing Contact SAME AS ABOVE September 2022 Form Page 425 of 609 Exhibit A DebtBook Quote [See attached.] September 2022 Form Page 426 of 609 DEBTBOOK'S GENERAL TERMS & CONDITIONS Please carefully read these General Terms and Conditions (these "Terms & Conditions") which govern the Customer's access and use of the Services described in the Order Form. By executing the Order Form and using any of the Services, the Customer agrees to be bound by these Terms. 1. Definitions. "Aggregated Statistics" means data and information related to Customer's use of the Services that is used by DebtBook in an aggregate and anonymized manner, including statistical and performance information related to the Services. "Agreement" means, collectively and to the extent applicable, the Order Form, any Customer Terms, these Terms & Conditions, and the Incorporated Documents, in each case as may be amended from time to time in accordance with their terms. "Application Obligations" means, collectively, Customer's debt, lease, and other financial obligations relevant to the Application Services. "Application Services" means DebtBook's debt, lease, and financial obligation management and compliance software -as -a -service application. "Appropriate Security Measures" means, collectively, commercially reasonable technical and physical controls and safeguards intended to protect Customer Data against destruction, loss, unauthorized disclosure, or unauthorized access by employees or contractors employed by DebtBook. "Authorized User" means any of Customer's employees, consultants, contractors, or agents who are authorized by Customer to access and use any of the Services. "Customer" means the person or entity purchasing the Services as identified in the Order Form. "Customer Data" means, other than Aggregated Statistics, information, data, and other content, in any form or medium, that is transmitted by or on behalf of Customer or an Authorized User through the Services. "Customer Terms" means any terms or agreements provided by Customer and applicable to the Services but only to the extent such terms or agreements are expressly referenced and incorporated into the Order Form. For the avoidance of doubt, "Customer Terms" does not include any purchase order or similar document generated by Customer unless such document is expressly referenced and incorporated into the Order Form. "DebtBook" means Fifth Asset, Inc., d/b/a DebtBook, a Delaware corporation, and its permitted successor and assigns. "DebtBook IP" means (1) the Services, Documentation, and Feedback, including all ideas, concepts, discoveries, strategies, analyses, research, developments, improvements, data, materials, products, documents, works of authorship, processes, procedures, designs, techniques, inventions, and other intellectual property, whether or not patentable or copyrightable, and all embodiments and derivative works of each of the foregoing in any form and media, that are developed, generated or produced by DebtBook arising from or related to the Services, Documentation, or Feedback; and (2) any intellectual property provided to Customer or any Authorized User in connection with the foregoing other than Customer Data. "Documentation" means DebtBook's end user documentation and content, regardless of media, relating to the Services made available from time to time on DebtBook's website at https://support.debtbook.com. "Feedback" means any comments, questions, suggestions, or similar feedback transmitted in any manner to DebtBook, including suggestions relating to features, functionality, or changes to the DebtBook IP. "Governing State" means, if Customer is a Government Entity, the state in which Customer is located. If Customer is not a Government Entity, "Governing State" means the State of North Carolina. "Government Entity" means any unit of state or local government, including states, counties, cities, towns, villages, school districts, special purpose districts, and any other political or governmental subdivisions and municipal corporations, and any agency, authority, board, or instrumentality of any of the foregoing. September 2022 Form Page 427 of 609 "Implementation Services" means, if requested by Customer, the additional implementation services provided to Customer on an annual basis, including tailored implementation support, review of Application Obligations, and entry of relevant Customer Data. "Incorporated Documents" means, collectively, the Privacy Policy, the SLA, and the Usage Policy, as each may be updated from time to time in accordance with their terms. The Incorporated Documents, as amended, are incorporated into these Terms & Conditions by this reference. Current versions of the Incorporated Documents are available at https://www.debtbook.com/legal. "Initial Term" means the Initial Term of the Services beginning on the Effective Date and ending on the Initial Term End Date, as established in the Order Form. "Onboarding Services" means onboarding services, support, and training as required to make the Application Services available to the Customer during the Initial Term. "Order Form" means (1) the order document executed and delivered by DebtBook and Customer for the Initial Term or (2) to the extent applicable, any subsequent order document executed and delivered by DebtBook and Customer for any Renewal Term. "Pricing Tier" means the Customer's applicable pricing tier, determined based on the number and amount of Application Obligations at the time of determination, as set forth in the schedule included as part of the Order Form. "Privacy Policy" means, collectively, DebtBook's privacy policy and any similar data policies generally applicable to all users of the Application Services, in each case as posted to DebtBook's website and as updated from time to time in accordance with their terms. "Renewal Term" means any renewal term established in accordance with the terms of the Agreement. "Services" means, collectively, the Application Services, the Onboarding Services, the Implementation Services, and the Support Services. "SLA" means the Service Level Addendum generally applicable to all users of the Application Services, as posted to DebtBook's website and as updated from time to time in accordance with its terms. "Support Services" means the general maintenance services and technical support provided in connection with the Application, as more particularly described in the SLA. "Term" means, collectively, the Initial Term and, if applicable, each successive Renewal Term. "Usage Policy" means, collectively, DebtBook's acceptable usage policy, any end user licensing agreement, or any similar policy generally applicable to all end users accessing the Application Services, in each case as posted to DebtBook's website and as updated from time to time in accordance with its terms. Each capitalized term used but not otherwise defined in these Terms & Conditions has the meaning given to such term in the applicable Order Form. 2. Access and Use. (a) Provision of Access. Subject to the terms and conditions of the Agreement, DebtBook grants Customer and Customer's Authorized Users a non-exclusive, non -transferable (except as permitted by these Terms) right to access and use the Application Services during the Term, solely for Customer's internal use and for the Authorized Users' use in accordance with the Agreement. DebtBook will provide to Customer the necessary passwords and network links or connections to allow Customer to access the Application Services. (b) Documentation License. Subject to the terms and conditions of the Agreement, DebtBook grants to Customer and Customer's Authorized Users a non-exclusive, non-sublicensable, non -transferable (except as permitted by these Terms) license to use the Documentation during the Term solely for Customer's and its Authorized User's internal business purposes in connection with its use of the Services. (c) Customer Responsibilities. Customer is responsible and liable for its Authorized Users' access and use of the Services and Documentation, regardless of whether such use is permitted by the Agreement. Customer must use reasonable efforts to make all Authorized Users aware of the provisions applicable to their use of the Services, including the Incorporated Documents. September 2022 Form Page 428 of 609 (d) Use Restrictions. Customer may not at any time, directly or indirectly through any Authorized User, access or use the Services in violation of the Usage Policies, including any attempt to (1) copy, modify, or create derivative works of the Services or Documentation, in whole or in part; (2) sell, license, or otherwise transfer or make available the Services or Documentation except as expressly permitted by the Agreement; or (3) reverse engineer, disassemble, decompile, decode, or otherwise attempt to derive or gain access to any software component of the Services, in whole or in part. Customer will not knowingly transmit any personally identifiable information to DebtBook or any other third -party through the Services. (e) Suspension. Notwithstanding anything to the contrary in the Agreement, DebtBook may temporarily suspend Customer's and any Authorized User's access to any or all of the Services if: (1) Customer is more than 45 days late in making any payment due under, and in accordance with, the terms of the Agreement, (2) DebtBook reasonably determines that (A) there is a threat or attack on any of the DebtBook IP; (B) Customer's or any Authorized User's use of the DebtBook IP disrupts or poses a security risk to the DebtBook IP or to any other customer or vendor of DebtBook; (C) Customer, or any Authorized User, is using the DebtBook IP for fraudulent or other illegal activities; or (D) DebtBook's provision of the Services to Customer or any Authorized User is prohibited by applicable law; or (3) any vendor of DebtBook has suspended or terminated DebtBook's access to or use of any third -party services or products required to enable Customer to access the Services (any such suspension, a "Service Suspension"). DebtBook will use commercially reasonable efforts to (i) provide written notice of any Service Suspension to Customer, (ii) provide updates regarding resumption of access to the Services, and (iii) resume providing access to the Services as soon as reasonably possible after the event giving rise to the Service Suspension is cured. DebtBook is not liable for any damage, losses, or any other consequences that Customer or any Authorized User may incur as a result of a Service Suspension. (f) Aggregated Statistics. Notwithstanding anything to the contrary in the Agreement, DebtBook may monitor Customer's use of the Services and collect and compile Aggregated Statistics. As between DebtBook and Customer, all right, title, and interest in Aggregated Statistics, and all intellectual property rights therein, belong to and are retained solely by DebtBook. DebtBook may compile Aggregated Statistics based on Customer Data input into the Services. DebtBook may (1) make Aggregated Statistics publicly available in compliance with applicable law, and (2) use Aggregated Statistics as permitted under applicable law so long as, in each case, DebtBook's use of any Aggregated Statistics does not identify the Customer or disclose Customer's Confidential Information. 3. Service Levels and Support. Subject to the terms and conditions of the Agreement, DebtBook will use commercially reasonable efforts to make the Application Services and Support Services available in accordance with the SLA. 4. Fees and Payment. (a) Fees. Customer will pay DebtBook the fees ("Fees") set forth in the Order Form. DebtBook will invoice Customer for all Fees in accordance with the invoicing schedule and requirements set forth in the Order Form. Customer must pay all Fees in US dollars, and all Fees are fully earned once paid. To the extent permitted by applicable law, if Customer fails to make any payment when due, DebtBook may, without limiting any of its other rights, charge interest on the past due amount at the lowest of (1) the rate of 1.5% per month, (2) the rate established in any Customer Term, or (3) the maximum rate permitted under applicable law. (b) Taxes. All Fees and other amounts payable by Customer under the Agreement are exclusive of taxes and similar assessments. Unless Customer is exempt from making any such payment under applicable law or regulation, Customer is responsible for all applicable sales, use, and excise taxes, and any other similar taxes, duties, and charges of any kind imposed by any federal, state, or local governmental or regulatory authority on any amounts payable by Customer under the Agreement, other than any taxes imposed on DebtBook's income. 5. Confidential Information. (a) From time to time during the Term, either party (the "Disclosing Party") may disclose or make available to the other party (the "Receiving Party") information about the Disclosing Party's business affairs, products, confidential intellectual property, trade secrets, third -party confidential information, and other sensitive or proprietary information, whether in written, electronic, or other form or media, that is marked, designated, or otherwise identified as "confidential", or which a reasonable person would understand to be confidential or proprietary under the circumstances (collectively, "Confidential Information"). For the avoidance September 2022 Form Page 429 of 609 of doubt, DebtBook's Confidential information includes the DebtBook IP and the Application Services source code and specifications. As used in the Agreement, "Confidential Information" expressly excludes any information that, at the time of disclosure is (1) in the public domain; (2) known to the receiving party at the time of disclosure; (3) rightfully obtained by the Receiving Party on a non -confidential basis from a third party; or (4) independently developed by the Receiving Party. (b) To the extent permitted by applicable law, the Receiving Party will hold the Disclosing Party's Confidential Information in strict confidence and may not disclose the Disclosing Party's Confidential Information to any person or entity, except to the Receiving Party's employees, officers, directors, agents, subcontractors, financial advisors, and attorneys who have a need to know the Confidential Information for the Receiving Party to exercise its rights or perform its obligations under the Agreement or otherwise in connection with the Services. Notwithstanding the foregoing, each party may disclose Confidential Information to the limited extent required (1) in order to comply with the order of a court or other governmental body, or as otherwise necessary to comply with applicable law, provided that the party making the disclosure pursuant to the order must first give written notice to the other party; or (2) to establish a party's rights under the Agreement, including to make required court filings. (c) 0n the expiration or termination of the Agreement, the Receiving Party must promptly return to the Disclosing Party all copies of the Disclosing Party's Confidential Information, or destroy all such copies and, on the Disclosing Party's request, certify in writing to the Disclosing Party that such Confidential Information has been destroyed. (d) Each party's obligations under this Section are effective as of the Effective Date and will expire three years from the termination of the Agreement; provided, however, with respect to any Confidential Information that constitutes a trade secret (as determined under applicable law), such obligations of non- disclosure will survive the termination or expiration of the Agreement for as long as such Confidential Information remains subject to trade secret protection under applicable law. (e) Notwithstanding anything in this Section to the contrary, if Customer is a Government Entity, then DebtBook expressly agrees and understands that Customer's obligations under this Section are subject in all respects to, and only enforceable to the extent permitted by, the public records laws, policies, and regulations of the Governing State. 6. Intellectual Property. (a) DebtBook IP. As between Customer and DebtBook, DebtBook owns all right, title, and interest, including all intellectual property rights, in and to the DebtBook IP. (b) Customer Data. As between Customer and DebtBook, Customer owns all right, title, and interest, including all intellectual property rights, in and to the Customer Data. Customer hereby grants to DebtBook a non-exclusive, royalty -free, worldwide license to reproduce, distribute, sublicense, modify, prepare derivative works based on, and otherwise use and display the Customer Data and perform all acts with respect to the Customer Data as may be necessary or appropriate for DebtBook to provide the Services to Customer. (c) Effect of Termination. Without limiting either party's obligations under Section 5 of the Agreement, DebtBook, at no further charge to Customer, will (1) provide Customer with temporary access to the Application Services for up to 60 days after the termination of the Agreement to permit Customer to retrieve its Customer Data in a commercially transferrable format and (2) use commercially reasonable efforts to assist Customer, at Customer's request, with such retrieval. After such period, DebtBook may destroy any Customer Data in accordance with DebtBook's data retention policies. 7. Limited Warranties. (a) Functionality & Service Levels. During the Term, the Application Services will operate in a manner consistent with general industry standards reasonably applicable to the provision of the Application Services and will conform in all material respects to the Documentation and service levels set forth in the SLA when accessed and used in accordance with the Documentation. Except as expressly stated in the SLA, DebtBook does not make any representation, warranty, or guarantee regarding availability of the Application Services, and the remedies set forth in the SLA are Customer's sole remedies and DebtBook's sole liability under the limited warranty set forth in this paragraph. September 2022 Form Page 430 of 609 (b) Security. DebtBook has implemented Appropriate Security Measures and has made commercially reasonable efforts to ensure its licensors and hosting providers, as the case may be, have implemented Appropriate Security Measures intended to protect Customer Data. (c) EXCEPT FOR THE WARRANTIES SET FORTH IN THIS SECTION, DEBTBOOK IP IS PROVIDED "AS IS," AND DEBTBOOK HEREBY DISCLAIMS ALL WARRANTIES, WHETHER EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE. DEBTBOOK SPECIFICALLY DISCLAIMS ALL IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, AND NON -INFRINGEMENT, AND ALL WARRANTIES ARISING FROM COURSE OF DEALING, USAGE, OR TRADE PRACTICE. EXCEPT FOR THE LIMITED WARRANTY SET FORTH IN THIS SECTION, DEBTBOOK MAKES NO WARRANTY OF ANY KIND THAT THE DEBTBOOK IP, OR ANY PRODUCTS OR RESULTS OF THE USE THEREOF, WILL MEET CUSTOMER'S OR ANY OTHER PERSON'S REQUIREMENTS, OPERATE WITHOUT INTERRUPTION, ACHIEVE ANY INTENDED RESULT, BE COMPATIBLE OR WORK WITH ANY SOFTWARE, SYSTEM, OR OTHER SERVICES, OR BE SECURE, ACCURATE, COMPLETE, FREE OF HARMFUL CODE, OR ERROR FREE. (d) DebtBook exercises no control over the flow of information to or from the Application Service, DebtBook's network, or other portions of the Internet. Such flow depends in large part on the performance of Internet services provided or controlled by third parties. At times, actions or inactions of such third parties can impair or disrupt connections to the Internet. Although DebtBook will use commercially reasonable efforts to take all actions DebtBook deems appropriate to remedy and avoid such events, DebtBook cannot guarantee that such events will not occur. ACCORDINGLY, DEBTBOOK DISCLAIMS ANY AND ALL LIABILITY RESULTING FROM OR RELATING TO ALL SUCH EVENTS, AND EXCEPT AS OTHERWISE EXPRESSLY PROVIDED IN THE AGREEMENT, ANY OTHER ACTIONS OR INACTIONS CAUSED BY OR UNDER THE CONTROL OF A THIRD PARTY. 8. Indemnification. (a) DebtBook Indemnification. (i) DebtBook will indemnify, defend, and hold harmless Customer from and against any and all losses, damages, liabilities, costs (including reasonable attorneys' fees) (collectively, "Losses") incurred by Customer resulting from any third -party claim, suit, action, or proceeding ("Third -Party Claim") that the Application Services, or any use of the Application Services in accordance with the Agreement, infringes or misappropriates such third party's US patents, copyrights, or trade secrets, provided that Customer promptly notifies DebtBook in writing of the Third -Party Claim, reasonably cooperates with DebtBook in the defense of the Third -Party Claim, and allows DebtBook sole authority to control the defense and settlement of the Third -Party Claim. (ii) If such a claim is made or appears possible, Customer agrees to permit DebtBook, at DebtBook's sole expense and discretion, to (A) modify or replace the DebtBook IP, or component or part of the DebtBook IP, to make it non -infringing, or (B) obtain the right for Customer to continue use. If DebtBook determines that neither alternative is reasonably available, DebtBook may terminate the Agreement in its entirety or with respect to the affected component or part, effective immediately on written notice to Customer, so long as, in each case, DebtBook promptly refunds or credits to Customer all amounts Customer paid with respect to the DebtBook IP that Customer cannot reasonably use as intended under the Agreement. (iii) DebtBook's indemnification obligation under this Section will not apply to the extent that the alleged infringement arises from Customer's use of the Application Services in combination with data, software, hardware, equipment, or technology not provided or authorized in writing by DebtBook or modifications to the Application Services not made by DebtBook. (b) Sole Remedy. SECTION 8(a) SETS FORTH CUSTOMER'S SOLE REMEDIES AND DEBTBOOK'S SOLE LIABILITY FOR ANY ACTUAL, THREATENED, OR ALLEGED CLAIMS THAT THE SERVICES INFRINGE, MISAPPROPRIATE, OR OTHERWISE VIOLATE ANY THIRD PARTY'S INTELLECTUAL PROPERTY RIGHTS. IN NO EVENT WILL DEBTBOOK'S LIABILITY UNDER SECTION 8(a) EXCEED $1,000,000. (c) Customer Indemnification. To the extent permitted by applicable law, Customer will indemnify, hold harmless, and, at DebtBook's option, defend DebtBook from and against any Losses resulting from any Third -Party Claim that the Customer Data, or any use of the Customer Data in accordance with the Agreement, infringes or misappropriates such third party's intellectual property rights and any Third -Party September 2022 Form Page 431 of 609 Claims based on Customer's or any Authorized User's negligence or willful misconduct or use of the Services in a manner not authorized by the Agreement. 9. Limitations of Liability. EXCEPT AS EXPRESSLY OTHERWISE PROVIDED IN THIS SECTION, IN NO EVENT WILL EITHER PARTY BE LIABLE UNDER OR IN CONNECTION WITH THE AGREEMENT UNDER ANY LEGAL OR EQUITABLE THEORY, INCLUDING BREACH OF CONTRACT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, AND OTHERWISE, FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT, EXEMPLARY, SPECIAL, ENHANCED, OR PUNITIVE DAMAGES, REGARDLESS OF WHETHER EITHER PARTY WAS ADVISED OF THE POSSIBILITY OF SUCH LOSSES OR DAMAGES OR SUCH LOSSES OR DAMAGES WERE OTHERWISE FORESEEABLE. EXCEPT AS EXPRESSLY OTHERWISE PROVIDED IN THIS SECTION, IN NO EVENT WILL THE AGGREGATE LIABILITY OF DEBTBOOK ARISING OUT OF OR RELATED TO THE AGREEMENT UNDER ANY LEGAL OR EQUITABLE THEORY, INCLUDING BREACH OF CONTRACT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, AND OTHERWISE EXCEED THE TOTAL AMOUNTS PAID TO DEBTBOOK UNDER THE AGREEMENT IN THE 12-MONTH PERIOD PRECEDING THE EVENT GIVING RISE TO THE CLAIM. THE EXCLUSIONS AND LIMITATIONS IN THIS SECTION DO NOT APPLY TO CLAIMS PURSUANT TO SECTION 8. 10. Term and Termination. (a) Term. Except as the parties may otherwise agree in the Order Form, or unless terminated earlier in accordance with the Agreement: (i) the Initial Term of the Agreement will begin on the Effective Date and end on the Initial Term End Date; (ii) the Agreement will automatically renew for successive 12-month Renewal Terms unless either party gives the other party written notice of non -renewal at least 30 days before the expiration of the then -current term; and (iii) each Renewal Term will be subject to the same terms and conditions established under the Agreement, with any Fees determined in accordance with DebtBook's then -current pricing schedule published on DebtBook's website and generally appliable to all users of the Services, as provided to Customer at least 60 days before the expiration of the then -current term. (b) Termination. In addition to any other express termination right set forth in the Agreement: (i) DebtBook may terminate the Agreement immediately if Customer breaches any of its obligations under Section 2 or Section 5; (ii) Customer may terminate the Agreement in accordance with the SLA; (iii) either party may terminate the Agreement, effective on written notice to the other party, if the other party materially breaches the Agreement, and such breach: (A) is incapable of cure; or (B) being capable of cure, remains uncured 30 days after the non -breaching party provides the breaching party with written notice of such breach; (iv) if (1) Customer is a governmental entity and (2) sufficient funds are not appropriated to pay for the Application Services, then Customer may terminate the Agreement at any time without penalty following 30 days prior written notice to DebtBook; or (v) either party may, to the extent permitted by law, terminate the Agreement, effective immediately on written notice to the other party, if the other party becomes insolvent or is generally unable to pay, or fails to pay, its debts as they become due or otherwise becomes subject, voluntarily or involuntarily, to any proceeding under any domestic or foreign bankruptcy or insolvency law. (c) Survival. Only this Section and Section 1 (Definitions), Sections 4 through 6 (Fees; Confidential Information; Intellectual Property), Section 7(c) (Disclaimer of Warranties), and Sections 8, 9 and 12 (Indemnification; Limitations of Liability; Miscellaneous) will survive any termination or expiration of the Agreement. 11. Independent Contractor. The parties to the Agreement are independent contractors. The Agreement does not create a joint venture or partnership between the parties, and neither party is, by virtue of the Agreement, authorized as an agent, employee, or representative of the other party. September 2022 Form Page 432 of 609 12. Miscellaneous. (a) Governing Law; Submission to Jurisdiction. The Agreement will be governed by and construed in accordance with the laws of the Governing State, without regard to any choice or conflict of law provisions, and any claim arising out of the Agreement may be brought in the state or federal courts located in the Governing State. Each party irrevocably submits to the jurisdiction of such courts in any such suit, action, or proceeding, (b) Entire Agreement; Order of Precedence. The Order Form, any Customer Terms, the Terms & Conditions, and the Incorporated Documents constitute the complete Agreement between the parties and supersede any prior discussion or representations regarding the Customer's purchase and use of the Services. To the extent any conflict exists between the terms of the Agreement, the documents will govern in the following order or precedence: (1) the Order Form (2) the Customer Terms, (3) the Terms & Conditions, and (4) the Incorporated Documents. No other purchasing order or similar instrument issued by either party in connection with the Services will have any effect on the Agreement or bind the other party in any way. (c) Amendment; Waiver. No amendment to the Order Form, the Terms & Conditions, or the Customer Terms will be effective unless it is in writing and signed by an authorized representative of each party. DebtBook may update the Incorporated Documents from time -to -time following notice to Customer so long as such updates are generally applicable to all users of the Services. No waiver by any party of any of the provisions of the Agreement will be effective unless explicitly set forth in writing and signed by the party so waiving. Except as otherwise set forth in the Agreement, no failure to exercise, delay in exercising, or any partial exercise of any rights, remedy, power, or privilege arising from the Agreement will in any way waive or otherwise limit the future exercise of any right, remedy, power, or privilege available under the Agreement. (d) Notices. All notices, requests, consents, claims, demands, and waivers under the Agreement (each, a "Notice") must be in writing and addressed to the recipients and addresses set forth for each party on the Order Form (or to such other address as DebtBook or Customer may designate from time to time in accordance with this Section). All Notices must be delivered by personal delivery, nationally recognized overnight courier (with all fees pre -paid), or email (with confirmation of transmission), or certified or registered mail (in each case, return receipt requested, postage pre -paid). (e) Force Majeure. In no event will either party be liable to the other party, or be deemed to have breached the Agreement, for any failure or delay in performing its obligations under the Agreement (except for any obligations to make payments), if and to the extent such failure or delay is caused by any circumstances beyond such party's reasonable control, including acts of God, flood, fire, earthquake, pandemic, epidemic, problems with the Internet, shortages in materials, explosion, war, terrorism, invasion, riot or other civil unrest, strikes, labor stoppages or slowdowns or other industrial disturbances, or passage of law or any action taken by a governmental or public authority, including imposing an embargo. (f) Severability. If any provision of the Agreement is invalid, illegal, or unenforceable in any jurisdiction, such invalidity, illegality, or unenforceability will not affect any other term or provision of the Agreement or invalidate or render unenforceable such term or provision in any other jurisdiction. (g) Assignment. Either party may assign its rights or delegate its obligations, in whole or in part, on 30 days prior written notice to the other party, to an affiliate or an entity that acquires all or substantially all of the business or assets of such party, whether by merger, reorganization, acquisition, sale, or otherwise. Except as stated in this paragraph, neither party may assign any of its rights or delegate any of its obligations under the Agreement without the prior written consent of the other party, which consent may not be unreasonably withheld, conditioned, or delayed. The Agreement is binding on and inures to the benefit of the parties and their permitted successors and assigns. (h) Marketing. Neither party may issue press releases related to the Agreement without the other party's prior written consent. Either party may include the name and logo of the other party in lists of customers or vendors. (i) State -Specific Certifications & Agreements. To the extent required under the laws of the Governing State, DebtBook hereby certifies and agrees as follows: (i) DebtBook has not been designated by any applicable government authority or body as a company engaged in the boycott of Israel under the laws of the Governing State; September 2022 Form Page 433 of 609 (ii) DebtBook is not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in the Agreement by any governmental department or agency of the Governing State; (iii) DebtBook will not discriminate against any employee or applicant for employment because of race, ethnicity, gender, gender identity, sexual orientation, age, religion, national origin, disability, color, ancestry, citizenship, genetic information, political affiliation or military/veteran status, or any other status protected by federal, state, or local law; and (iv) DebtBook will verify the work authorization of its employees using the federal E-Verify program and standards as promulgated and operated by the United States Department of Homeland Security and, if applicable, will require its subcontractors to do the same. Q) Execution. Any document executed and delivered in connection with the Agreement may be executed in counterparts, each of which is deemed an original, but all of which together are deemed to be one and the same agreement. To the extent permitted by applicable law, electronic signatures may be used for the purpose of executing the Order Form by email or other electronic means. Any document delivered electronically and accepted is deemed to be "in writing" to the same extent and with the same effect as if the document had been signed manually. September 2022 Form Page 434 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Manager Finance Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution appointing UMB Bank, N.A. of West Des Moines, Iowa, to serve as Paying Agent, Bond Registrar, and Transfer Agent, approving the Paying Agenda and Bond Registrar and Transfer Agent Agreement, 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. Waterloo (158) - Registrar's Agreement 2023A GO BONDS (02190734x7F7E1) Page 435 of 609 2. Waterloo (158) - PDF Letter of Instruction Issuance 2023A GO BONDS (02191313x7F7E1) Page 436 of 609 PAYING AGENT; BOND REGISTRAR AND TRANSFER AGENT AGREEMENT THIS AGREEMENT is made and entered into on June 1, 2023 by and between the City of Waterloo hereinafter called "ISSUER", and UMB Bank, N.A., a national banking association with its principal payment office in Kansas City, Missouri, in its capacity as paying agent and registrar, hereinafter called the "AGENT". WHEREAS, the ISSUER has issued, or is currently in the process of issuing, pursuant to an ordinance, resolution, order, final terms certificate, notice of sale or other authorizing instrument of the governing body of the ISSUER, hereinafter collectively called the "Bond Document" certain bonds, certificates, notes and/or other debt instruments, more particularly described as $6,000,000 General Obligation Bonds, Series 2023A, dated June 1, 2023 hereinafter called the "Bonds"; and WHEREAS, pursuant to the Bond Document, the ISSUER has designated and appointed the AGENT as agent to perform registrar, transfer and paying agent services, to wit: establishing and maintaining a record of the owners of the Bonds, effecting the transfer of ownership of the Bonds in an orderly and efficient manner, making payments of principal and interest when due pursuant to the terms and conditions of the Bonds, and for other related purposes; and WHEREAS, the AGENT has represented that it possesses the necessary qualifications and maintains the necessary facilities to properly perform the required services as such registrar, transfer and paying agent and is willing to serve in such capacities for the ISSUER; NOW THEREFORE, in consideration of mutual promises and covenants herein contained the parties agree as follows: 1. The ISSUER has designated and appointed the AGENT as registrar, transfer and paying agent of the Bonds pursuant to the Bond Document, and the AGENT has accepted such appointment and agrees to provide the services set forth therein and herein. 2. The ISSUER agrees to deliver or cause to be delivered to the AGENT a transcript of the proceedings related to the Bonds to contain the following documents: (a) A copy of the Bond Document, and the consent or approval of any other governmental or regulatory authority, required by law to approve or authorize the issuance of the Bonds; (b) A written opinion by an attorney or by a firm of attorneys with a nationally recognized standing in the field of municipal bond financing, and any supporting or supplemental opinions, to the effect that the Bonds and the Bond Document have been duly authorized and issued by, are legally binding upon and are enforceable against the ISSUER; (c) A closing certificate of the ISSUER, a closing certificate and/or receipt of the purchaser(s) of the Bonds, and such other documents related to the issuance of the Bonds as the Agent reasonably deems necessary or appropriate; and 1 Page 437 of 609 (d) Unless Paragraph 20 hereof is applicable and if requested in writing by AGENT, in addition to the transcript of proceedings a reasonable supply of blank Bond certificates bearing the manual or facsimile signatures of officials of the ISSUER authorized to sign certificates and, if required by the Bond Document, impressed with the ISSUER's seal or facsimile thereof, to enable the AGENT to provide Bond Certificates to the holders of the Bonds upon original issuance or the transfer thereof. The foregoing documents may be subject to the review and approval of legal counsel for the AGENT. Furthermore, the ISSUER shall provide to the AGENT prompt written notification of any future amendment or change in respect of any of the foregoing, together with such documentation as the AGENT reasonably deems necessary or appropriate. 3. Unless Paragraph 20 hereof is applicable, Bond certificates provided by the ISSUER shall be printed in a manner to minimize the possibility of counterfeiting. This requirement shall be deemed satisfied by use of a certificate format meeting the standard developed by the American National Standards Committee or in such other format as the AGENT may accept by its authentication thereof. The AGENT shall have no responsibility for the form or contents of any such certificates. The ISSUER shall, while any of the Bonds are outstanding, provide a reasonable supply of additional blank certificates at any time upon request of the AGENT. All such certificates shall satisfy the requirements set forth in Paragraphs 2(d) and 3. 4. The AGENT shall initially register and authenticate, pursuant to instructions from the ISSUER and/or the initial purchaser(s) of the Bonds, one or more Bonds and shall enter into a Bond registry record the certificate number of the Bond and the name and address of the owner. The AGENT shall maintain such registry of owners of the Bonds until all the Bonds have been fully paid and surrendered. The initial owner of each Bond as reflected in the registry of owners shall not be changed except upon transfers of ownership and in accordance with procedures set forth in the Bond Document or this Agreement. 5. Transfers of ownership of the Bonds shall be made by the AGENT as set forth in the Bond Document. Absent specific guidelines in the Bond Document, transfers of ownership of the Bonds shall be made by the AGENT only upon delivery to the AGENT of a properly endorsed Bond or of a Bond accompanied by a properly endorsed transfer instrument, accompanied by such documents as the AGENT may deem necessary to evidence the authority of the person making the transfer, and satisfactory evidence of compliance with all applicable laws relating to the collection of taxes. The AGENT reserves the right to refuse to transfer any Bond until it is satisfied that each necessary endorsement is genuine and effective, and for that purpose it may require guarantees of signatures in accordance with applicable rules of the Securities and Exchange Commission and the standards and procedures of the AGENT, together with such other assurances as the AGENT shall deem necessary or appropriate. The AGENT shall incur no liability for delays in registering transfers as a result of inquiries into adverse claims or for the refusal in good faith to make transfers which it, in its judgment, deems improper or unauthorized. Upon presentation and surrender of any duly registered Bond and satisfaction of the transferability requirements, the AGENT shall (a) cancel the surrendered Bond; (b) register a new Bond(s) as directed in the same aggregate principal amount and 2 Page 438 of 609 maturity; (c) authenticate the new Bond(s); and (d) enter the transferee's name and address, together with the certificate number of the new Bond(s), in its registry of owners. 6. The AGENT may deliver Bonds by first class, certified, or registered mail, or by courier. 7. Ownership of, payment of the principal amount of, redemption premium, if any, and interest due on the Bonds, delivery of notices, and for all other purposes shall be subject to the provisions of the Bond Document. The AGENT shall have no responsibility to determine the beneficial owners of any Bonds and shall owe no duties to any such beneficial owners. Upon written request and reasonable notice from the ISSUER, the AGENT will mail, at the ISSUER's expense, notices or other communications from the ISSUER to the holders of the Bonds as recorded in the registry maintained by the AGENT. 8. Unless the Bond Document provides otherwise, the ISSUER shall, without notice from or demand of the AGENT, provide to the AGENT funds that are immediately available at least one business day prior to the relevant interest and/or principal payment date, sufficient to pay on each interest payment date and each principal payment date, all interest and principal then payable under the terms and provisions of the Bond Document and the Bonds. The AGENT shall have no responsibility to make any such payments to the extent ISSUER has not provided sufficient immediately available funds to AGENT on the relevant payment date. In the event that an interest and/or principal payment date shall be a date that is not a business day, payment may be made on the next succeeding business day and no interest shall accrue. The term "business day" shall include all days except Saturdays, Sundays and legal holidays recognized by the Federal Reserve Bank of Kansas City, Missouri. 9. Unless otherwise provided in the Bond Document and subject to the provisions of Paragraph 12 hereof, to the extent that the ISSUER has made sufficient funds available to it, the AGENT will pay to the record owners of the Bonds as of any record date (as specified in the Bond certificate or Bond Document) the interest due thereon as of the related interest payment date or any redemption date and, will pay upon presentation and surrender of such Bond at maturity or earlier date of redemption to the owner of any Bond, the principal or redemption amount of such Bond. 10. The AGENT may make a charge against any Bond owner sufficient for the reimbursement of any governmental tax or other charge legally required to be withheld for any reason, including, but not limited to, failure of such owner to provide a correct taxpayer identification number to the AGENT. Such charge may be deducted from an interest or principal payment due to such owner. 11. Unless payment of interest, principal, and redemption premium, if any, is made by electronic transfer all payments will be made by check or draft and mailed to the address of the owner as reflected on the registry of owners, or to such other address as directed in writing by the owner. 12. Subject to the provisions of the Bond Document, the AGENT may pay at maturity or redemption or issue new certificates to replace certificates represented to the AGENT to have 3 Page 439 of 609 been lost, destroyed, stolen or otherwise wrongfully taken, but may first may require the Bond owner to pay a replacement fee, to furnish an affidavit of loss, and/or furnish either an indemnity bond or other indemnification satisfactory to the AGENT indemnifying the ISSUER and the AGENT. 13. The AGENT shall comply with the provisions, if any, of the Bond Document and the rules of the Securities and Exchange Commission pertaining to the cancellation and retention of Bond certificates and the periodic certification to the ISSUER of the cancellation of such Bond certificates. In the event that the ISSUER requests in writing that the AGENT forward to the ISSUER the cancelled Bond certificates, the ISSUER agrees to comply with the foregoing described rules. The AGENT shall have no duty to retain any documents or records pertaining to this Agreement, the Bond Document or the Bonds any longer than eleven years after final maturity of the Bonds, unless otherwise required by the rules of the Securities and Exchange Commission or other applicable law. 14. The records maintained by AGENT in connection with the Bonds shall remain confidential records entitled to protection and confidentiality pursuant to Section 22.7(17), Code of Iowa. AGENT agrees that its use of the records will be limited to the purposes of this Agreement and that AGENT will make no private use or permit any private access thereto without the prior written consent of the ISSUER, which shall not be unreasonably withheld. 15. The AGENT is authorized to act on the order, directions or instructions of such officials as the governing body of ISSUER as the ISSUER by resolution or other proper action shall designate. The AGENT shall be protected in acting upon any paper or document believed by it to be genuine and to have been signed by the proper official(s), and the ISSUER shall promptly notify AGENT in writing of any change in the identity or authority of officials authorized to sign Bond certificates, written instructions or requests. If not so provided in the Bond Document, if any official whose manual or facsimile signature appears on blank Bond certificates shall die, resign or be removed from office or authority before the authentication of such certificates by the Agent, the AGENT may nevertheless issue such certificates until specifically directed to the contrary in writing by the ISSUER. 16. The AGENT shall provide notice(s) to the owners of the Bonds and such depositories, banks, brokers, rating agencies, information services, repositories, or publications as required by the terms of the Bond Document and to any other entities that request such notice(s) and, if so directed in such other manner and to such other parties as the ISSUER shall so direct in writing and at the expense of the ISSUER. 17. The ISSUER shall compensate the AGENT for the AGENT's ordinary services as paying agent and registrar, and shall reimburse the AGENT for all ordinary out-of-pocket expenses, charges, advances, counsel fees and other costs incurred in connection with the Bonds, the Bond Document and this Agreement as set forth in the Exhibit A or as otherwise agreed to by the ISSUER and AGENT in writing. In addition, should it become necessary for the AGENT to perform extraordinary services, the AGENT shall be entitled to extra compensation therefor and reimbursement for any out-of-pocket extraordinary costs and expenses, including, but not limited to, attorneys' fees. AGENT shall use commercially reasonable efforts to provide notice to the Issuer prior to performing extraordinary services or incurring such costs and expenses; provided, 4 Page 440 of 609 however, that AGENT's right to compensation hereunder shall not be affected by any failure to provide such prior notice. 18. The AGENT may resign, or be removed by the ISSUER upon a date which, unless otherwise waived by the other party, is (a) at least thirty days after the receipt of written notice to the other and (b) in the case such notice is given by the AGENT, at least fifteen days prior to the next succeeding principal or interest payment date. Upon the effective date of resignation or removal, all obligations of the AGENT hereunder shall cease and terminate, but AGENT shall not be discharged from any liability for actions taken as AGENT under this Agreement prior to such resignation or removal. In the event of resignation or removal, the AGENT shall deliver the registry of owners and all related books and records in accordance with the written instructions of the ISSUER or any successor agent designated in writing by the ISSUER within a reasonable period following the effective date of its removal or resignation. 19. Whenever in the performance of its duties as Agent hereunder, the Bond Document or under the Bonds the AGENT shall deem it desirable that a matter be proved or established prior to taking, suffering or omitting any action hereunder, under the Bond Document or under the Bonds, the AGENT may consult with nationally recognized legal counsel in accordance with its internal policies and procedures, including, but not limited to, legal counsel for the ISSUER, with respect to any matter in connection with this Agreement and it shall not be liable for any action taken or omitted by it in good faith in reliance upon the advice or opinion of such counsel. 20. In the event that the Bond Document provides that the initial registered owner of all of the Bond certificates is or may be the Depository Trust Company, or any other securities depository or registered clearing agency qualified under the Securities and Exchange Act of 1934, as amended (a "Securities Depository"), none of the beneficial owners will receive certificates representing their respective interest in the Bonds. Except to the extent provided otherwise in the Bond Document, the following provisions shall apply: (a) The registry of owners maintained by the AGENT will reflect as owner of the Bonds only the Securities Depository or its nominee, until and unless the ISSUER authorizes the delivery of Bond certificates to the beneficial owners as described in subsection (d) below. (b) It is anticipated that during the term of the Bonds, the Securities Depository will make book -entry transfers among its participants and receive and transmit payments of principal and interest on the Bonds to the participants, unless and until the ISSUER authorizes the delivery of Bonds to the beneficial owners as described in subsection (d) below. (c) The ISSUER may at any time, in accordance with the Bond Document, select and appoint a successor Securities Depository and shall notify the Agent of such selection and appointment in writing. (d) If the ISSUER determines that the holding of the Bonds by the Securities Depository is no longer in the best interests of the beneficial owners of the Bonds, then 5 Page 441 of 609 the AGENT, at the written instruction and expense of the ISSUER, shall notify the beneficial owners of the Bonds by first class mail of such determination and of the availability of certificates to owners requesting the same. The AGENT shall register in the names of and authenticate and deliver certificates representing their respective interests in the Bonds to the beneficial owners or their nominees, in principal amounts and maturities representing the interest of each, making such adjustments as it may find necessary or appropriate as to accrued interest and previous calls for redemption. In such event, all references to the Securities Depository herein shall relate to the period of time when at least one Bond is registered in the name of the Securities Depository or its nominee For the purposes of this paragraph, the AGENT may conclusively rely on information provided by the Securities Depository and its participants as to principal amounts held by and the names and mailing addresses of the beneficial owners of the Bonds, and shall not be responsible for any investigation to determine the beneficial owners. The cost of printing certificates for the Bonds and expenses of the AGENT shall be paid by the ISSUER. 21. The AGENT shall not be liable for any error in judgment in fulfilling its obligations under this Agreement or the Bond Document that is made in good faith by an officer or employee of the AGENT unless it shall be determined by a court of competent jurisdiction that the AGENT was negligent in ascertaining the pertinent facts or acted intentionally in bad faith. The AGENT shall not be under any obligation to prosecute or defend any action or suit in connection with its duties under the Bond Document or this Agreement or in respect of the Bonds, which, in its opinion, may involve it in expense or liability, unless satisfactory security and indemnity is furnished to the Agent (except as may result from the AGENT's own negligence or willful misconduct). The AGENT shall only be responsible for performing such duties as are set forth herein, required by the Bond Document, or otherwise agreed to in writing by the AGENT. 22. It is mutually understood and agreed that, unless otherwise provided in the Bonds or Bond Document, this Agreement shall be governed by the laws of the State of Iowa, both as to interpretation and performance. 23. The Bond Document and the terms thereof are hereby incorporated by reference and the provisions of this Agreement are to be construed to be consistent with the Bond Document. In the event of inconsistent language between the Bond Document and this Agreement, the terms of the Bond Document shall prevail. 24. AGENT shall comply at all times with such rules, regulations, and requirements as may govern the registration, transfer and payment of registered bonds including without limitation Chapters 76, 384 and Section 554.8101 et seq. Code of Iowa and standards issued from time to time by the Municipal Securities Rulemaking Board of the United States and any other securities industry standard and the requirements of the Internal Revenue Code of 1986. 25. In the event any payment check representing payment of interest or principal on the Bonds is returned to the AGENT or is not presented for payment, or if any Bond is not presented for payment of principal or premium, if any, at the maturity or redemption date, if funds sufficient to pay such interest on Bonds shall have been made available to the AGENT for 6 Page 442 of 609 the benefit of the owner thereof, all liability of the ISSUER to the owner thereof for such interest or payment of such Bonds shall forthwith cease, terminate and be completely discharged, and thereupon it shall be the duty of the AGENT to hold such funds, without liability for interest thereon, for the benefit of the owner of such Bonds who shall thereafter be restricted exclusively to such funds for any claim of whatever nature on his part under this Agreement or on, or with respect to, such interest or Bonds. The AGENT'S obligation to hold such funds shall continue for a period equal to two years and six months following the date on which such interest or principal became due, whether at maturity, or at the date fixed for redemption thereof, or otherwise, at which time the AGENT, shall surrender any remaining funds so held to the ISSUER, whereupon any claim under this Agreement by the Bond owners of such interest or Bonds of whatever nature shall be made upon the ISSUER. 26. It is understood and agreed by the parties that if any part, term, or provision of this Agreement is held by the courts to be illegal or in conflict with any applicable law, regulation or rule, the validity of the remaining portions or provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular part, term, or provision held to be invalid. 27. This Agreement shall be binding upon the respective parties hereto and their heirs, executors, successors or assigns. If AGENT consolidates, merges or converts into, or transfers all or substantially all of its corporate trust business (including this Agreement) to another corporation which is a transfer agent properly registered with and in compliance with the rules of the Securities and Exchange Commission, AGENT shall provide written notice to ISSUER of such event at least sixty (60) days prior to its becoming effective, and the successor corporation without any further act shall be the successor AGENT. Except as provided in this section this Agreement may not be assigned by any party without the written consent of the other party. 28. All notices, demands, and requests required or permitted to be given to the ISSUER or AGENT under the provisions hereof must be in writing and shall be deemed to have been sufficiently given, upon receipt if (i) personally delivered, (ii) sent by telecopy and confirmed by phone or (iii) mailed by registered or certified mail, with return receipt requested, delivered as follows: If to AGENT: If to ISSUER: UMB Bank, N.A. Attn: Corporate Trust & Escrow Services 7155 Lake Drive, Suite 120 West Des Moines, Iowa 50266 City of Waterloo Kelley Felchle City Clerk 715 Mulberry St. Waterloo, Iowa 50703 7 Page 443 of 609 29. The parties hereto agree that the transactions described herein may be conducted and related documents may be sent, received or stored by electronic means. Copies, telecopies, facsimiles, electronic files and other reproductions of original executed documents shall be deemed to be authentic and valid counterparts of such original documents for all purposes, including the filing of any claim, action or suit in the appropriate court of law. 30. In order to comply with provisions of the USA PATRIOT Act of 2001, as amended from time to time, and the Bank Secrecy Act, as amended from time to time, the AGENT may request certain information and/or documentation to verify confirm and record identification of persons or entities who are parties to this Agreement. 31. If the Bonds are eligible for receipt of any U.S. Treasury Interest Subsidy and if so directed by the Bond Document or, as agreed to in writing between the ISSUER and the AGENT, the AGENT shall comply with the provisions, if any, relating to it as described in the Bond Document or as otherwise agreed upon in writing between the ISSUER and the AGENT. The AGENT shall not be responsible for completion of or the actual filing of Form 8038-CP (or any successor form) with the IRS or any payment from the United States Treasury in accordance with § § 54AA and 6431 of the Code. IN WITNESS WHEREOF, the parties hereto have, by their duly authorized signatories, set their respective hands and seals as of this day of , 2023. ATTEST: By: City Clerk CITY OF WATERLOO, STATE OF IOWA, ISSUER By: Mayor 8 Page 444 of 609 ATTEST: By: (Title) UMB BANK N.A., as PAYING AGENT/REGISTRAR By: (Title) 9 Page 445 of 609 EXHIBIT A Paying Agent/Registrar's Fee 02190734-1\11310-158 Page 446 of 609 AHLERS COONEY ATTORNEYS April 20, 2023 VIA E-MAIL Kelley Felchle City Clerk 715 Mulberry Waterloo, Iowa 50703 Ahlers & Cooney, P.C. Attorneys at Law 100 Court Avenue, Suite 600 Des Moines, Iowa 50309-2231 Phone: 515-243-7611 Fax: 515-243-2149 www.ahlerslaw.com Kristin B. Cooper 515.246.0330 kcooper@ah lerslaw.com Re: Waterloo, Iowa - $6,000,000 General Obligation Bonds, Series 2023A Dear Kelley: Included with this letter are documents to complete Council action in connection with the authorization for the issuance of the above Bonds. Please return an executed copy of all proceedings and related documents to our office. We would also appreciate electronic scans. 1. The Council procedure consists of the following: (a) Resolution Appointing Registrar and Paying Agent. This resolution appoints UMB Bank, N.A. to serve as Registrar and Paying Agent. (b) Resolution authorizing the issuance of the Bonds. The resolution incorporates by reference the form of the Tax Exemption Certificate and the Continuing Disclosure Certificate. The resolution must be adopted by an affirmative vote equal to a majority of the full Council membership. (c) Tax Exemption Certificate. The Tax Exemption Certificate sets out in detail a number of facts, promises and obligations which must be met and agreed to by the City in order to maintain these Bonds as tax exempt. (d) Continuing Disclosure Certificate. The form of Continuing Disclosure Certificate, which is described in detail below, is included for approval by the Council under the Resolution authorizing issuance. 2. Closing Certificates and Documents: (a) Delivery Certificate. This certificate also should be signed, BUT NOT DATED. Please confirm the financial data on page 2. WISHARD & BAILY - 1888; GUERNSEY & BAILY- 1893; BAILY & STIPP - 1901; STIPP, PERRY, BANNISTER & STARZINGER - 1914; BANNISTER, CARPENTER, AHLERS & COONEY - 1950; AHLERS, COONEY, DORWEILER, ALLBEE, HAYNIE & SMITH - 1974; AHLERS, COONEY, DORWEILER, HAYNIE, SMITH & ALLBEE, P.C. -1990 Page 447 of 609 April 20, 2023 Page 2 (b) Transcript Certificate. This certificate is to be executed and sealed in the manner indicated on the second page and may be dated at the time of completion. A_ notary attestation for all official signatures is required. (c) Authentication Order. (d) County Auditor's Certificate. A true copy of the authorizing resolution as adopted is to be certified and filed with the Auditor of Black Hawk County. The Auditor is asked to certify to such filing. Please file one copy with the Auditor and return a fully executed copy to my attention prior to closing. (e) Form 8038-G -- Information Return for Tax Exempt Governmental Obligations. Please review, and if correct, sign, BUT DO NOT DATE, and return the form to us prior to closing. We will file this with the IRS and provide a copy after closing. (f) Paying Agent; Note Registrar and Transfer Agent Agreement. We will obtain signatures from UMB Bank, N.A. and a fully executed copy will be provided to you after closing. Tax Exemption The Tax Exemption Certificate is an important document and contains important information concerning the calculated yield on the Bonds and a number of covenants and obligations on the part of the City. This certificate should be retained along with all of your records regarding the use of proceeds, expenditure dates and investment information needed to comply with IRS guidelines. I will not attempt to summarize all of the matters which are included in this certificate but I do want to point out some important ones. Tax exemption is based in part upon the fact that the use of the facilities to be acquired by the City with the proceeds will be for the benefit of the public and will not be used in the private trade or business of any business or non -tax-exempt entity. The properties acquired with the Bond proceeds must not be sold or diverted to any private or nonpublic use unless the significance of that action is reviewed by bond counsel. The Tax Exemption Certificate sets forth the best knowledge and belief which you have as of today concerning the timely expenditure of the proceeds as the City reasonably expects expenditures to occur. If for any reason the City finds it will be prevented from expending the Bond proceeds fully within three years, that matter should be referred to us. These Bonds are issued under the expectation that the City will be exempt from the requirement to rebate arbitrage earnings to the United States Government since you intend to spend the proceeds of the Bonds for construction purposes within two (2) years of issuance and meet the other requirements of the two-year expenditure exemption from the rebate provisions. Page 448 of 609 April 20, 2023 Page 3 These Bonds are also issued under the expectation that the City will be exempt from the requirement to rebate arbitrage earnings to the United States Government since you intend to spend the proceeds of the Bonds within 18 months of issuance in accordance with the schedule described in Section 3.3 of the Tax Exemption Certificate. There are a number of other general promises and commitments by the City to take or refrain from action, which are necessary to maintain the tax exemption of these Bonds. You should recognize that these promises and commitments are required of the City on an ongoing basis and that the possibility of some additional future action does exist. Continuing Disclosure Certificate Securities and Exchange Commission Rule 15c2-12, prohibits underwriting and recommendation to the public of the purchase of municipal securities for which adequate secondary market information is not available. The rules apply generally to any municipal offering over $1,000,000. The City therefore has an obligation to provide continuing disclosure to the marketplace while the Bonds are outstanding. The applicable covenants and duties of the City are outlined in the Continuing Disclosure Certificate. The Continuing Disclosure Certificate requires the City to provide annual financial information and operating data to the Municipal Securities Rulemaking Board's Electronic Municipal Market Access system ("EMMA") so long as the Bonds are outstanding, and also to provide notice to EMMA if certain events occur. This information and data must be sent in "searchable PDF" form. You should ensure that your audit and operating data will be available in that format so you may comply. The events which must be reported are detailed in the certificate, but other events which would be of concern to the rating agencies or Bond holders also should be considered for disclosure under the anti -fraud provisions of the federal securities laws. These disclosure requirements are ongoing and it will be important to designate an appropriate contact person who will have a primary responsibility for preparing and coordinating the filing of the annual financial information, operating data and any event notices. The penalties for violation of the rule fall ultimately on the issuer of the Bonds, because underwriters may be precluded from agreeing to underwrite or bid on Bonds of issuers who have not complied with their disclosure obligations. Failure to comply therefore may result in fewer bids and ultimately no bids or the inability to secure an underwriter for an issue. Closing Matters. As you know, closing of this issue is scheduled to occur on or about June 1, 2023. At the time of closing, copies of the above items will be delivered to the Purchaser of the Page 449 of 609 April 20, 2023 Page 4 Bonds in exchange for the agreed purchase price. Our legal opinion also will be delivered to the Purchaser at that time. Should you have any questions, or if we can be of any assistance in completing the enclosed items, please don't hesitate to contact me. Very truly yours, Ahlers & Cooney, P.C. Kristin Billingsley Cooper FOR THE FIRM KBC:seb cc: LeAnn Even, Deputy City Clerk, City of Waterloo (via email w/ encl.) Bridgett Wood, Finance Manager, City of Waterloo (via email w/ encl.) Kim Bahr, Financial Analyst, City of Waterloo (via email w/encl.) Nancy Higby, Administrative Secretary, City of Waterloo (via email w/encl.) Maggie Burger/Charlotte Nielsen, Speer Financial (via email w/encl.) 02190830-1\11310-158 Page 450 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Manager Finance Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution authorizing and providing for the issuance of $6,000,000.00 General Obligation Bonds, Series 2023A, and levying a tax to pay said bonds; approval of the Tax Exemption Certificate and Continuing Disclosure Certificate, 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 Page 451 of 609 1. Authorizing Resolution 2023A GO BONDS (02190542x7F7E1) 2. Waterloo (158) - Tax Exemption Certificate 2023A GO BONDS (02190842x7F7E1) 3. Waterloo (158) - Continuing Disclosure Certificate 2023A GO BONDS (02177791x7F7E1) 4. Waterloo (158) - Delivery Certificate 2023A GO BONDS (02190742x7F7E1) 5. Waterloo (158) - Transcript Certificate 2023A GO BONDS (02190741x7F7E1) 6. Waterloo (158) - Authentication Order 2023A GO BONDS (02190739x7F7E1) 7. Waterloo (158) - County Auditor's Certificate 2023A GO BONDS (02190738x7F7E1) 8. Waterloo (158) - 8038G 2023A GO BONDS (02191353x7F7E1) Page 452 of 609 ITEMS TO INCLUDE ON AGENDA CITY OF WATERLOO, IOWA $6,000,000 General Obligation Bonds, Series 2023A • Resolution Appointing Paying Agent, Bond Registrar, and Transfer Agent, Approving the Paying Agent and Bond Registrar and Transfer Agent Agreement and Authorizing the Execution of the Agreement. • Resolution authorizing and providing for the issuance, and levying a tax to pay the Bonds; Approval of the Tax Exemption Certificate and Continuing Disclosure Certificate. NOTICE MUST BE GIVEN PURSUANT TO IOWA CODE CHAPTER 21 AND THE LOCAL RULES OF THE CITY. Page 453 of 609 May 1, 2023 The City Council of the City of Waterloo, State of Iowa, met in session, in the Council Chambers, City Hall, 715 Mulberry Street, Waterloo, Iowa, at .M., on the above date. There were present Mayor Quentin Hart, in the chair, and the following named Council Members: Absent: Vacant: 1 Page 454 of 609 Council Member introduced the following resolution entitled "RESOLUTION APPOINTING UMB BANK, N.A. OF WEST DES MOINES, IOWA, TO SERVE AS PAYING AGENT, BOND REGISTRAR, AND TRANSFER AGENT, APPROVING THE PAYING AGENT AND BOND REGISTRAR AND TRANSFER AGENT AGREEMENT AND AUTHORIZING THE EXECUTION OF THE AGREEMENT", and moved that the resolution be adopted. Council Member seconded the motion to adopt. The roll was called and the vote was, AYES: NAYS: Whereupon, the Mayor declared said Resolution duly adopted as follows: RESOLUTION APPOINTING UMB BANK, N.A. OF WEST DES MOINES, IOWA, TO SERVE AS PAYING AGENT, BOND REGISTRAR, AND TRANSFER AGENT, APPROVING THE PAYING AGENT AND BOND REGISTRAR AND TRANSFER AGENT AGREEMENT AND AUTHORIZING THE EXECUTION OF THE AGREEMENT WHEREAS, $6,000,000 General Obligation Bonds, Series 2023A, dated June 1, 2023, have been sold and action should now be taken to provide for the maintenance of records, registration of certificates and payment of principal and interest in connection with the issuance of the Bonds; and WHEREAS, this Council has deemed that the services offered by UMB Bank, N.A. of West Des Moines, Iowa, are necessary for compliance with rules, regulations, and requirements governing the registration, transfer and payment of registered bonds; and WHEREAS, a Paying Agent, Bond Registrar and Transfer Agent Agreement (hereafter "Agreement") has been prepared to be entered into between the City and UMB Bank, N.A. 2 Page 455 of 609 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, STATE OF IOWA: 1. That UMB Bank, N.A. of West Des Moines, Iowa, is hereby appointed to serve as Paying Agent, Bond Registrar and Transfer Agent in connection with the issuance of $6,000,000 General Obligation Bonds, Series 2023A, dated June 1, 2023. 2. That the Agreement with UMB Bank, N.A. of West Des Moines, Iowa, is hereby approved and that the Mayor and Clerk are authorized to sign the Agreement on behalf of the City. PASSED AND APPROVED this 1st day of May, 2023. ATTEST: Kelley Felchle, City Clerk Quentin Hart, Mayor 3 Page 456 of 609 Council Member introduced the following Resolution entitled "RESOLUTION AUTHORIZING AND PROVIDING FOR THE ISSUANCE OF $6,000,000 GENERAL OBLIGATION BONDS, SERIES 2023A, AND LEVYING A TAX TO PAY SAID BONDS; APPROVAL OF THE TAX EXEMPTION CERTIFICATE AND CONTINUING DISCLOSURE CERTIFICATE" and moved that it be adopted. Council Member seconded the motion to adopt, and the roll being called thereon, the vote was as follows: AYES: NAYS: Whereupon, the Mayor declared said Resolution duly adopted as follows: RESOLUTION AUTHORIZING AND PROVIDING FOR THE ISSUANCE OF $6,000,000 GENERAL OBLIGATION BONDS, SERIES 2023A, AND LEVYING A TAX TO PAY SAID BONDS; APPROVAL OF THE TAX EXEMPTION CERTIFICATE AND CONTINUING DISCLOSURE CERTIFICATE WHEREAS, the Issuer is duly incorporated, organized and exists under and by virtue of the laws and Constitution of the State of Iowa; and WHEREAS, the Issuer is in need of funds to pay costs of the acquisition, improvement and installation of traffic control devices, signage equipment and software, fixtures, equipment and improvements, including but not limited to traffic signal, pavement markings, traffic safety, fiber optics installation, street light fixtures, connections and facilities, and cameras; the acquisition of vehicles and equipment for the Police and Fire Departments; the acquisition of vehicles and equipment for the street, public works and sign and traffic departments; the rehabilitation and improvement of City parks and the acquisition, repair and replacement of facilities, equipment and improvements commonly found in City parks; the removal, replacement and planting of trees in parks, streetscapes, and public grounds; the construction, reconstruction and repairing of street, sidewalk, skywalk, trail, alley, public ground, marketplace, bridges, pedestrian underpasses and overpasses, and intersection improvements; the acquisition, construction and improvement of real and personal property useful for the protection of property from floods or high waters, including flood control, levees, embankments, waterway, storm water and drainage improvements; the removal or replacement of dead or diseased trees; the acquisition and demolition of dangerous or dilapidated buildings, structures or properties, or funding housing assistance; acquiring, developing and improving of a geographic computer data 4 Page 457 of 609 base system suitable for automated mapping and facilities management; the reconstruction and improvement of the city airport; acquisition of communication equipment and other emergency services communication equipment and systems, essential corporate purpose(s), and it is deemed necessary and advisable that General Obligation Bonds, to the amount of not to exceed $4,600,000 be authorized for said purpose(s); and WHEREAS, pursuant to notice published as required by Section 384.25 of the Code of Iowa, this Council has held a public meeting and hearing upon the proposal to institute proceedings for the issuance of the Bonds, and the Council is therefore now authorized to proceed with the issuance of said Bonds for such purpose(s); and WHEREAS, the City is in need of funds to pay costs of the acquisition and installation of security equipment for city buildings and facilities; the acquisition and installation of information technology and data management systems, including network, connectivity, software, computer systems and server equipment; the construction, reconstruction, improvement, renovation, and equipping of downtown parking ramps and garages; the reconstruction, improvement, renovation and equipping of the library; the acquisition of vehicles for various city departments , general corporate purpose(s), and it is deemed necessary and advisable that General Obligation Bonds, to the amount of not to exceed $700,000 be authorized for said purpose(s); and WHEREAS, the Issuer has a population of more than 5,000 but not more than 75,000, and the Bonds for these purposes do not exceed $700,000; and WHEREAS, pursuant to notice published as required by Section 384.26 of the Code of Iowa, the Council of the City has held public meeting and hearing upon the proposal to institute proceedings for the issuance of Bonds for general corporate purpose(s) in the amounts as above set forth, and, no petition for referendum having been received, the Council is therefore now authorized to proceed with the issuance of said Bonds for such purpose(s); and WHEREAS, the City is in need of funds to pay costs of the renovation, construction, improvement and equipping of Young Arena, the golf course, and the Cedar Valley Sportsplex, general corporate purpose(s), and it is deemed necessary and advisable that General Obligation Bonds, to the amount of not to exceed $700,000 be authorized for said purpose(s); and WHEREAS, the Issuer has a population of more than 5,000 but not more than 75,000, and the Bonds for these purposes do not exceed $700,000; and WHEREAS, pursuant to notice published as required by Section 384.26 of the Code of Iowa, the Council of the City has held public meeting and hearing upon the proposal to institute proceedings for the issuance of Bonds for general corporate purpose(s) in the amounts as above set forth, and, no petition for referendum having been received, the Council is therefore now authorized to proceed with the issuance of said Bonds for such purpose(s); and WHEREAS, the City is in need of funds to pay costs of the construction, reconstruction, improvement, renovation, and equipping of City Hall and other City facilities and buildings, general corporate purpose(s), and it is deemed necessary and advisable that General Obligation Bonds, to the amount of not to exceed $700,000 be authorized for said purpose(s); and 5 Page 458 of 609 WHEREAS, the Issuer has a population of more than 5,000 but not more than 75,000, and the Bonds for these purposes do not exceed $700,000; and WHEREAS, pursuant to notice published as required by Section 384.26 of the Code of Iowa, the Council of the City has held public meeting and hearing upon the proposal to institute proceedings for the issuance of Bonds for general corporate purpose(s) in the amounts as above set forth, and, no petition for referendum having been received, the Council is therefore now authorized to proceed with the issuance of said Bonds for such purpose(s); and WHEREAS, pursuant to Section 384.28 of the Code of Iowa, it is hereby found and determined that the various general obligation Bonds authorized as hereinabove described shall be combined for the purpose of issuance in a single issue of $6,000,000 General Obligation Bonds as hereinafter set forth; and WHEREAS, pursuant to the provisions of Chapter 75 of the Code of Iowa, the above mentioned Bonds were heretofore sold at public sale and action should now be taken to issue said Bonds conforming to the terms and conditions of the best bid received at the advertised public sale. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, STATE OF IOWA: Section 1. Definitions. The following terms shall have the following meanings in this Resolution unless the text expressly or by necessary implication requires otherwise: • "Authorized Denominations" shall mean $5,000 or any integral multiple thereof. • "Beneficial Owner" shall mean, whenever used with respect to a Bond, the person in whose name such Bond is recorded as the beneficial owner of such Bond by a Participant on the records of such Participant or such person's subrogee. • "Blanket Issuer Letter of Representations" shall mean the Representation Letter from the Issuer to DTC, with respect to the Bonds. • "Bond Fund" shall mean the fund created in Section 3 of this Resolution. • "Bonds" shall mean $6,000,000 General Obligation Bonds, Series 2023A, authorized to be issued by this Resolution. • "Cede & Co." shall mean Cede & Co., the nominee of DTC, and any successor nominee of DTC with respect to the Bonds. • "Continuing Disclosure Certificate" shall mean that certain Continuing Disclosure Certificate approved under the terms of this Resolution and to be executed by the Issuer and dated the date of issuance and delivery of the Bonds, as originally executed and as it may be amended from time to time in accordance with the terms thereof. 6 Page 459 of 609 • "Depository Bonds " shall mean the Bonds as issued in the form of one global certificate for each maturity, registered in the Registration Books maintained by the Registrar in the name of DTC or its nominee • "DTC" shall mean The Depository Trust Company, New York, New York, which will act as security depository for the Bond pursuant to the Representation Letter. • "Issuer" and "City" shall mean the City of Waterloo, State of Iowa. • "Participants" shall mean those broker -dealers, banks and other financial institutions for which DTC holds Bonds as securities depository. • "Paying Agent" shall mean UMB Bank, N.A., or such successor as may be approved by Issuer as provided herein and who shall carry out the duties prescribed herein as Issuer's agent to provide for the payment of principal of and interest on the Bonds as the same shall become due. • "Project" shall mean the costs of the acquisition, improvement and installation of traffic control devices, signage equipment and software, fixtures, equipment and improvements, including but not limited to traffic signal, pavement markings, traffic safety, fiber optics installation, street light fixtures, connections and facilities, and cameras; the acquisition of vehicles and equipment for the Police and Fire Departments; the acquisition of vehicles and equipment for the street, public works and sign and traffic departments; the rehabilitation and improvement of City parks and the acquisition, repair and replacement of facilities, equipment and improvements commonly found in City parks; the removal, replacement and planting of trees in parks, streetscapes, and public grounds; the construction, reconstruction and repairing of street, sidewalk, skywalk, trail, alley, public ground, marketplace, bridges, pedestrian underpasses and overpasses, and intersection improvements; the acquisition, construction and improvement of real and personal property useful for the protection of property from floods or high waters, including flood control, levees, embankments, waterway, storm water and drainage improvements; the removal or replacement of dead or diseased trees; the acquisition and demolition of dangerous or dilapidated buildings, structures or properties, or funding housing assistance; acquiring, developing and improving of a geographic computer data base system suitable for automated mapping and facilities management; the reconstruction and improvement of the city airport; acquisition of communication equipment and other emergency services communication equipment and systems; the acquisition and installation of security equipment for city buildings and facilities; the acquisition and installation of information technology and data management systems, including network, connectivity, software, computer systems and server equipment; the construction, reconstruction, improvement, renovation, and equipping of downtown parking ramps and garages; the reconstruction, improvement, renovation and equipping of the library; the acquisition of vehicles for various city departments: the renovation, construction, improvement and equipping of Young Arena, the golf course, 7 Page 460 of 609 and the Cedar Valley Sportsplex; and the construction, reconstruction, improvement, renovation, and equipping of City Hall and other City facilities and buildings. • "Project Fund" shall mean the fund required to be established by this Resolution for the deposit of the proceeds of the Bonds. • "Rebate Fund" shall mean the fund so defined in and established pursuant to the Tax Exemption Certificate. • "Registrar" shall mean UMB Bank, N.A. of West Des Moines, Iowa, or such successor as may be approved by Issuer as provided herein and who shall carry out the duties prescribed herein with respect to maintaining a register of the owners of the Bonds. Unless otherwise specified, the Registrar shall also act as Transfer Agent for the Bonds. • "Resolution" shall mean this resolution authorizing the Bonds. • "Tax Exemption Certificate" shall mean the Tax Exemption Certificate approved under the terms of this Resolution and to be executed by the Treasurer and delivered at the time of issuance and delivery of the Bonds. • "Treasurer" shall mean the Finance Officer or such other officer as shall succeed to the same duties and responsibilities with respect to the recording and payment of the Bonds issued hereunder. Section 2. Levy and Certification of Annual Tax; Other Funds to be Used. a) Levy of Annual Tax. That for the purpose of providing funds to pay the principal and interest of the Bonds hereinafter authorized to be issued, there is hereby levied for each future year the following direct annual tax on all of the taxable property in the City of Waterloo, State of Iowa, to -wit: 8 Page 461 of 609 FISCAL YEAR (JULY 1 TO JUNE 30) AMOUNT YEAR OF COLLECTION $600,000.00 2023/2024* $530,600.00 2024/2025 $528,400.00 2025/2026 $530,800.00 2026/2027 $527,600.00 2027/2028 $529,000.00 2028/2029 $529,800.00 2029/2030 $530,000.00 2030/2031 $534,600.00 2031/2032 $538,400.00 2032/2033 $546,400.00 2033/2034 $548,400.00 2034/2035 $554,600.00 2035/2036 $534,800.00 2036/2037 $520,000.00 2037/2038 *A levy has been included in the budget previously certified and will be used together with available City funds to pay the principal and interest of the Bond coming due in fiscal year 2023/2024. (NOTE: For example the levy to be made and certified against the taxable valuations of January 1, 2023 will be collected during the fiscal year commencing July 1, 2024.) b) Resolution to be Filed With County Auditor. A certified copy of this Resolution, which amends the Resolution authorizing the issuance of General Obligation Bonds, Series 2023A, and levying a tax for the payment thereof dated March 20, 2023, shall be filed with the Auditor of Black Hawk County, Iowa and the Auditor is hereby instructed in and for each of the years as provided, to levy and assess the tax hereby authorized in Section 2 of this Resolution, in like manner as other taxes are levied and assessed, and such taxes so levied in and for each of the years aforesaid be collected in like manner as other taxes of the City are collected, and when collected be used for the purpose of paying principal and interest on said Bonds issued in anticipation of the tax, and for no other purpose whatsoever. c) Additional City Funds Available. Principal and interest coming due at any time when the proceeds of said tax on hand shall be insufficient to pay the same shall be promptly paid when due from current funds of the City available for that purpose and reimbursement shall be made from such special fund in the amounts thus advanced. Section 3. Bond Fund. Said tax shall be assessed and collected each year at the same time and in the same manner as, and in addition to, all other taxes in and for the City, and when collected they shall be converted into a special fund within the Debt Service Fund to be known as the "2023A GENERAL OBLIGATION BOND FUND NO. 1" (the "Bond Fund"), which is 9 Page 462 of 609 hereby pledged for and shall be used only for the payment of the principal of and interest on the Bonds hereinafter authorized to be issued; and also there shall be apportioned to said fund its proportion of taxes received by the City from property that is centrally assessed by the State of Iowa. Section 4. Application of Bond Proceeds. Proceeds of the Bonds, other than accrued interest except as may be provided below, shall be credited to the Project Fund and expended therefrom for the purposes of issuance. Any amounts on hand in the Project Fund shall be available for the payment of the principal of or interest on the Bonds at any time that other funds shall be insufficient to the purpose, in which event such funds shall be repaid to the Project Fund at the earliest opportunity. Any balance on hand in the Project Fund and not immediately required for its purposes may be invested not inconsistent with limitations provided by law or this Resolution. Section 5. Investment of Bond Fund Proceeds. All moneys held in the Bond Fund, provided for by Section 3 of this Resolution shall be invested in investments permitted by Chapter 12B, Code of Iowa, 2023, as amended, or deposited in financial institutions which are members of the Federal Deposit Insurance Corporation and the deposits in which are insured thereby and all such deposits exceeding the maximum amount insured from time to time by FDIC or its equivalent successor in any one financial institution shall be continuously secured in compliance with Chapter 12C of the Code of Iowa, 2023, as amended, or otherwise by a valid pledge of direct obligations of the United States Government having an equivalent market value. All such interim investments shall mature before the date on which the moneys are required for payment of principal of or interest on the Bonds as herein provided. Section 6. Bond Details, Execution and Redemption. a) Bond Details. General Obligation Bonds of the City in the amount of $6,000,000, shall be issued pursuant to the provisions of Sections 384.25, 384.26 and 384.28 of the Code of Iowa for the aforesaid purposes. The Bonds shall be designated "GENERAL OBLIGATION BOND, SERIES 2023A", be dated June 1, 2023, and bear interest from the date thereof, until payment thereof, at the office of the Paying Agent, said interest payable on December 1, 2023, and semiannually thereafter on the 1st day of June and December in each year until maturity at the rates hereinafter provided. The Bonds shall be executed by the manual or facsimile signature of the Mayor and attested by the manual or facsimile signature of the Clerk, and impressed or printed with the seal of the City and shall be fully registered as to both principal and interest as provided in this Resolution; principal, interest and premium, if any, shall be payable at the office of the Paying Agent by mailing of a check to the registered owner of the Bond. The Bonds shall be in the denomination of $5,000 or multiples thereof. The Bonds shall mature and bear interest as follows: - 10 - Page 463 of 609 Principal Interest Maturity Amount Rate June 1st $360,000 4.000% 2024 $305,000 4.000% 2025 $315,000 4.000% 2026 $330,000 4.000% 2027 $340,000 4.000% 2028 $355,000 4.000% 2029 $370,000 4.000% 2030 $385,000 4.000% 2031 $405,000 4.000% 2032 $425,000 4.000% 2033 $450,000 4.000% 2034 $470,000 4.000% 2035 $495,000 4.000% 2036 $495,000 4.000% 2037 $500,000 4.000% 2038 b) Redemption. i. Optional Redemption. Bonds maturing after June 1, 2031, may be called for optional redemption by the Issuer on that date or any date thereafter, from any funds regardless of source, in whole or from time to time in part, in any order of maturity and within an annual maturity by lot. The terms of redemption shall be par, plus accrued interest to date of call. Thirty days' written notice of redemption shall be given to the registered owner of the Bond. Failure to give written notice to any registered owner of the Bonds or any defect therein shall not affect the validity of any proceedings for the redemption of the Bonds. All Bonds or portions thereof called for redemption will cease to bear interest after the specified redemption date, provided funds for their redemption are on deposit at the place of payment. Written notice will be deemed completed upon transmission to the owner of record. If selection by lot within a maturity is required, the Registrar shall designate the Bonds to be redeemed by random selection of the names of the registered owners of the entire annual maturity until the total amount of Bonds to be called has been reached. If less than all of a maturity is called for redemption, the Issuer will notify DTC of the particular amount of such maturity to be redeemed prior to maturity. DTC will determine by lot the amount of each Participant's interest in such maturity to be redeemed and each Participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. All prepayments shall be at a price of par plus accrued interest. Page 464 of 609 Section 7. Issuance of Bonds in Book -Entry Form; Replacement Bonds. a) Notwithstanding the other provisions of this Resolution regarding registration, ownership, transfer, payment and exchange of the Bonds, unless the Issuer determines to permit the exchange of Depository Bonds for Bonds in Authorized Denominations, the Bonds shall be issued as Depository Bonds in denominations of the entire principal amount of each maturity of Bonds (or, if a portion of said principal amount is prepaid, said principal amount less the prepaid amount). The Bonds must be registered in the name of Cede & Co., as nominee for DTC. Payment of semiannual interest for any Bonds registered in the name of Cede & Co. will be made by wire transfer or New York Clearing House or equivalent next day funds to the account of Cede & Co. on the interest payment date for the Bonds at the address indicated or in the Representation Letter. b) The Bonds will be initially issued in the form of separate single authenticated fully registered bonds in the amount of each stated maturity of the Bonds. Upon initial issuance, the ownership of the Bonds will be registered in the registry books of the UMB Bank, N.A. kept by the Paying Agent and Registrar in the name of Cede & Co., as nominee of DTC. The Paying Agent and Registrar and the Issuer may treat DTC (or its nominee) as the sole and exclusive owner of the Bonds registered in its name for the purposes of payment of the principal or redemption price of or interest on the Bonds, selecting the Bonds or portions to be redeemed, giving any notice permitted or required to be given to registered owners of Bonds under the Resolution of the Issuer, registering the transfer of Bonds, obtaining any consent or other action to be taken by registered owners of the Bonds and for other purposes. The Paying Agent, Registrar and the Issuer have no responsibility or obligation to any Participant or Beneficial Owner of the Bonds under or through DTC with respect to the accuracy of records maintained by DTC or any Participant; with respect to the payment by DTC or Participant of an amount of principal or redemption price of or interest on the Bonds; with respect to any notice given to owners of Bonds under the Resolution; with respect to the Participant(s) selected to receive payment in the event of a partial redemption of the Bonds, or a consent given or other action taken by DTC as registered owner of the Bonds. The Paying Agent and Registrar shall pay all principal of and premium, if any, and interest on the Bonds only to Cede & Co. in accordance with the Representation Letter, and all payments are valid and effective to fully satisfy and discharge the Issuer's obligations with respect to the principal of and premium, if any, and interest on the Bonds to the extent of the sum paid. DTC must receive an authenticated Bond for each separate stated maturity evidencing the obligation of the Issuer to make payments of principal of and premium, if any, and interest. Upon delivery by DTC to the Paying Agent and Registrar of written notice that DTC has determined to substitute a new nominee in place of Cede & Co., the Bonds will be transferable to the new nominee in accordance with this Section. c) In the event the Issuer determines that it is in the best interest of the Beneficial Owners that they be able to obtain Bonds certificates, the Issuer may notify DTC and the Paying Agent and Registrar, whereupon DTC will notify the Participants, of the availability through DTC of Bonds certificates. The Bonds will be transferable in accordance with this Section. DTC may determine to discontinue providing its services - 12 - Page 465 of 609 with respect to the Bonds at any time by giving notice to the Issuer and the Paying Agent and Registrar and discharging its responsibilities under applicable law. In this event, the Bonds will be transferable in accordance with this Section. d) Notwithstanding any other provision of the Resolution to the contrary, so long as any Bond is registered in the name of Cede & Co., as nominee of DTC, all payments with respect to the principal of and premium, if any, and interest on the Bond and all notices must be made and given, respectively to DTC as provided in the Representation letter. e) In connection with any notice or other communication to be provided to Bondholders by the Issuer or the Paying Agent and Registrar with respect to a consent or other action to be taken by Bondholders, the Issuer or the Paying Agent and Registrar, as the case may be, shall establish a record date for the consent or other action and give DTC notice of the record date not less than 15 calendar days in advance of the record date to the extent possible. Notice to DTC must be given only when DTC is the sole Bondholder. f) The Representation Letter is on file with DTC and sets forth certain matters with respect to, among other things, notices, consents and approvals by Bondholders and payments on the Bonds. The execution and delivery of the Representation Letter to DTC by the Issuer is ratified and confirmed. g) In the event that a transfer or exchange of the Bonds is permitted under this Section, the transfer or exchange may be accomplished upon receipt by the Registrar from the registered owners of the Bonds to be transferred or exchanged and appropriate instruments of transfer. In the event Bond certificates are issued to holders other than Cede & Co., its successor as nominee for DTC as holder of all the Bonds, or other securities depository as holder of all the Bonds, the provisions of the Resolution apply to, among other things, the printing of certificates and the method or payment of principal of and interest on the certificates. Any substitute depository shall be designated in writing by the Issuer to the Paying Agent. Any such substitute depository shall be a qualified and registered "clearing agency" as provided in Section 17A of the Securities Exchange Act of 1934, as amended. The substitute depository shall provide for (i) immobilization of the Depository Bonds, (ii) registration and transfer of interests in Depository Bonds by book entries made on records of the depository or its nominee and (iii) payment of principal of, premium, if any, and interest on the Bonds in accordance with and as such interests may appear with respect to such book entries. h) The officers of the Issuer are authorized and directed to prepare and furnish to the purchaser, and to the attorneys approving the legality of Bonds, certified copies of proceedings, ordinances, resolutions and records and all certificates and affidavits and other instruments as may be required to evidence the legality and marketability of the Bonds, and all certified copies, certificates, affidavits and other instruments constitute representations of the Issuer as to the correctness of all stated or recited facts. - 13 - Page 466 of 609 Section 8. Registration of Bonds; Appointment of Registrar; Transfer; Ownership; Delivery; and Cancellation. a) Registration. The ownership of Bonds may be transferred only by the making of an entry upon the books kept for the registration and transfer of ownership of the Bonds, and in no other way. UMB Bank, N.A. is hereby appointed as Bond Registrar under the terms of this Resolution and under the provisions of a separate agreement with the Issuer filed herewith which is made a part hereof by this reference. Registrar shall maintain the books of the Issuer for the registration of ownership of the Bonds for the payment of principal of and interest on the Bonds as provided in this Resolution. All Bonds shall be negotiable as provided in Article 8 of the Uniform Commercial Code and Section 384.31 of the Code of Iowa, subject to the provisions for registration and transfer contained in the Bonds and in this Resolution. b) Transfer. The ownership of any Bond may be transferred only upon the Registration Books kept for the registration and transfer of Bonds and only upon surrender thereof at the office of the Registrar together with an assignment duly executed by the holder or his duly authorized attorney in fact in such form as shall be satisfactory to the Registrar, along with the address and social security number or federal employer identification number of such transferee (or, if registration is to be made in the name of multiple individuals, of all such transferees). In the event that the address of the registered owner of a Bond (other than a registered owner which is the nominee of the broker or dealer in question) is that of a broker or dealer, there must be disclosed on the Registration Books the information pertaining to the registered owner required above. Upon the transfer of any such Bond, a new fully registered Bond, of any denomination or denominations permitted by this Resolution in aggregate principal amount equal to the unmatured and unredeemed principal amount of such transferred fully registered Bond, and bearing interest at the same rate and maturing on the same date or dates shall be delivered by the Registrar. c) Registration of Transferred Bonds. In all cases of the transfer of the Bonds, the Registrar shall register, at the earliest practicable time, on the Registration Books, the Bonds, in accordance with the provisions of this Resolution. d) Ownership. As to any Bond, the person in whose name the ownership of the same shall be registered on the Registration Books of the Registrar shall be deemed and regarded as the absolute owner thereof for all purposes, and payment of or on account of the principal of any such Bonds and the premium, if any, and interest thereon shall be made only to or upon the order of the registered owner thereof or his legal representative. All such payments shall be valid and effectual to satisfy and discharge the liability upon such Bond, including the interest thereon, to the extent of the sum or sums so paid. e) Cancellation. All Bonds which have been redeemed shall not be reissued but shall be cancelled by the Registrar. All Bonds which are cancelled by the Registrar shall be destroyed and a certificate of the destruction thereof shall be furnished promptly to the Issuer; provided that if the Issuer shall so direct, the Registrar shall forward the cancelled Bonds to the Issuer. - 14 - Page 467 of 609 f) Non -Presentment of Bonds. In the event any payment check, wire, or electronic transfer of funds representing payment of principal of or interest on the Bonds is returned to the Paying Agent or if any bond is not presented for payment of principal at the maturity or redemption date, if funds sufficient to pay such principal of or interest on Bonds shall have been made available to the Paying Agent for the benefit of the owner thereof, all liability of the Issuer to the owner thereof for such interest or payment of such Bonds shall forthwith cease, terminate and be completely discharged, and thereupon it shall be the duty of the Paying Agent to hold such funds, without liability for interest thereon, for the benefit of the owner of such Bonds who shall thereafter be restricted exclusively to such funds for any claim of whatever nature on his part under this Resolution or on, or with respect to, such interest or Bonds. The Paying Agent's obligation to hold such funds shall continue for a period equal to two years and six months following the date on which such interest or principal became due, whether at maturity, or at the date fixed for redemption thereof, or otherwise, at which time the Paying Agent shall surrender any remaining funds so held to the Issuer, whereupon any claim under this Resolution by the Owners of such interest or Bonds of whatever nature shall be made upon the Issuer. g) Registration and Transfer Fees. The Registrar may furnish to each owner, at the Issuer's expense, one bond for each annual maturity. The Registrar shall furnish additional Bonds in lesser denominations (but not less than the minimum denomination) to an owner who so requests. Section 9. Reissuance of Mutilated, Destroyed, Stolen or Lost Bonds. In case any outstanding Bond shall become mutilated or be destroyed, stolen or lost, the Issuer shall at the request of Registrar authenticate and deliver a new Bond of like tenor and amount as the Bond so mutilated, destroyed, stolen or lost, in exchange and substitution for such mutilated Bond to Registrar, upon surrender of such mutilated Bond, or in lieu of and substitution for the Bond destroyed, stolen or lost, upon filing with the Registrar evidence satisfactory to the Registrar and Issuer that such Bond has been destroyed, stolen or lost and proof of ownership thereof, and upon furnishing the Registrar and Issuer with satisfactory indemnity and complying with such other reasonable regulations as the Issuer or its agent may prescribe and paying such expenses as the Issuer may incur in connection therewith. Section 10. Record Date. Payments of principal and interest, otherwise than upon full redemption, made in respect of any Bond, shall be made to the registered holder thereof or to their designated agent as the same appear on the books of the Registrar on the 15th day of the month preceding the payment date. All such payments shall fully discharge the obligations of the Issuer in respect of such Bonds to the extent of the payments so made. Upon receipt of the final payment of principal, the holder of the Bond shall surrender the Bond to the Paying Agent. Section 11. Execution, Authentication and Delivery of the Bonds. Upon the adoption of this Resolution, the Mayor and Clerk shall execute the Bonds by their manual or authorized signature and deliver the Bonds to the Registrar, who shall authenticate the Bonds and deliver the same to or upon order of the Purchaser. No Bond shall be valid or obligatory for any purpose or shall be entitled to any right or benefit hereunder unless the Registrar shall duly endorse and execute on such Bond a Certificate of Authentication substantially in the form of the Certificate - 15 - Page 468 of 609 herein set forth. Such Certificate upon any Bond executed on behalf of the Issuer shall be conclusive evidence that the Bond so authenticated has been duly issued under this Resolution and that the holder thereof is entitled to the benefits of this Resolution. No Bonds shall be authenticated and delivered by the Registrar unless and until there shall have been provided the following: 1. A certified copy of the Resolution of Issuer authorizing the issuance of the Bonds; 2. A written order of Issuer signed by the Treasurer of the Issuer directing the authentication and delivery of the Bonds to or upon the order of the Purchaser upon payment of the purchase price as set forth therein; 3. The approving opinion of Ahlers & Cooney, P.C., Bond Counsel, concerning the validity and legality of all the Bonds proposed to be issued. Section 12. Right to Name Substitute Paying Agent or Registrar. Issuer reserves the right to name a substitute, successor Registrar or Paying Agent upon giving prompt written notice to each registered bondholder. Section 13. Form of Bond. Bonds shall be printed substantially in the form as follows: "STATE OF IOWA" "COUNTY OF BLACK HAWK" "CITY OF WATERLOO" "GENERAL OBLIGATION BOND" "SERIES 2023A" CORPORATE PURPOSE Rate: Maturity: Bond Date: June 1, 2023 CUSIP No.: "Registered" Certificate No. Principal Amount: $ The City of Waterloo, State of Iowa, a municipal corporation organized and existing under and by virtue of the Constitution and laws of the State of Iowa (the "Issuer"), for value received, promises to pay from the source and as hereinafter provided, on the maturity date indicated above, to (Registration panel to be completed by Registrar or Printer with name of Registered Owner). - 16 - Page 469 of 609 Or registered assigns, the principal sum of (enter principal amount in long form) THOUSAND DOLLARS in lawful money of the United States of America, on the maturity date shown above, only upon presentation and surrender hereof at the office of UMB Bank, N.A., Paying Agent of this issue, or its successor, with interest on the sum from the date hereof until paid at the rate per annum specified above, payable on December 1, 2023, and semiannually thereafter on the 1st day of June and December in each year. Interest and principal shall be paid to the registered holder of the Bond as shown on the records of ownership maintained by the Registrar as of the 15th day of the month preceding such interest payment date. Interest shall be computed on the basis of a 360-day year of twelve 30- day months. This Bond is issued pursuant to the provisions of Sections 384.25, 384.26 and 384.28 of the Code of Iowa, for the purpose of paying costs of the acquisition, improvement and installation of traffic control devices, signage equipment and software, fixtures, equipment and improvements, including but not limited to traffic signal, pavement markings, traffic safety, fiber optics installation, street light fixtures, connections and facilities, and cameras; the acquisition of vehicles and equipment for the Police and Fire Departments; the acquisition of vehicles and equipment for the street, public works and sign and traffic departments; the rehabilitation and improvement of City parks and the acquisition, repair and replacement of facilities, equipment and improvements commonly found in City parks; the removal, replacement and planting of trees in parks, streetscapes, and public grounds; the construction, reconstruction and repairing of street, sidewalk, skywalk, trail, alley, public ground, marketplace, bridges, pedestrian underpasses and overpasses, and intersection improvements; the acquisition, construction and improvement of real and personal property useful for the protection of property from floods or high waters, including flood control, levees, embankments, waterway, storm water and drainage improvements; the removal or replacement of dead or diseased trees; the acquisition and demolition of dangerous or dilapidated buildings, structures or properties, or funding housing assistance; acquiring, developing and improving of a geographic computer data base system suitable for automated mapping and facilities management; the reconstruction and improvement of the city airport; acquisition of communication equipment and other emergency services communication equipment and systems; the acquisition and installation of security equipment for city buildings and facilities; the acquisition and installation of information technology and data management systems, including network, connectivity, software, computer systems and server equipment; the construction, reconstruction, improvement, renovation, and equipping of downtown parking ramps and garages; the reconstruction, improvement, renovation and equipping of the library; the acquisition of vehicles for various city departments: the renovation, construction, improvement and equipping of Young Arena, the golf course, and the Cedar Valley Sportsplex; and the construction, reconstruction, improvement, renovation, and equipping of City Hall and other City facilities and buildings., in conformity to a Resolution of the Council of said City duly passed and approved. Unless this certificate is presented by an authorized representative of The Depository Trust Company, a limited purpose trust company ("DTC"), to the Issuer or its agent for registration of transfer, exchange or payment, and any certificate issued is registered in the name - 17 - Page 470 of 609 of Cede & Co. or such other name as requested by an authorized representative of DTC (and any payment is made to Cede & Co. or to such other Issuer as is requested by an authorized representative of DTC), ANY TRANSFER, PLEDGE OR OTHER USE HEREOF FOR VALUE OR OTHERWISE BY OR TO ANY PERSON IS WRONGFUL inasmuch as the registered owner hereof, Cede & Co., has an interest herein. Bonds maturing after June 1, 2031, may be called for optional redemption by the Issuer and paid before maturity on said date or any date thereafter, from any funds regardless of source, in whole or from time to time in part, in any order of maturity and within an annual maturity by lot. The terms of redemption shall be par, plus accrued interest to date of call. Thirty days' written notice of redemption shall be given to the registered owner of the Bond. Failure to give written notice to any registered owner of the Bonds or any defect therein shall not affect the validity of any proceedings for the redemption of the Bonds. All bonds or portions thereof called for redemption will cease to bear interest after the specified redemption date, provided funds for their redemption are on deposit at the place of payment. Written notice will be deemed completed upon transmission to the owner of record. If selection by lot within a maturity is required, the Registrar shall designate the Bonds to be redeemed by random selection of the names of the registered owners of the entire annual maturity until the total amount of Bonds to be called has been reached. If less than all of a maturity is called for redemption, the Issuer will notify DTC of the particular amount of such maturity to be redeemed prior to maturity. DTC will determine by lot the amount of each Participant's interest in such maturity to be redeemed and each Participant will then select by lot the beneficial ownership interests in such maturity to be redeemed. All prepayments shall be at a price of par plus accrued interest. Ownership of this Bond may be transferred only by transfer upon the books kept for such purpose by UMB Bank, N.A., the Registrar. Such transfer on the books shall occur only upon presentation and surrender of this Bond at the office of the Registrar as designated below, together with an assignment duly executed by the owner hereof or his duly authorized attorney in the form as shall be satisfactory to the Registrar. Issuer reserves the right to substitute the Registrar and Paying Agent but shall, however, promptly give notice to registered Bondholders of such change. All bonds shall be negotiable as provided in Article 8 of the Uniform Commercial Code and Section 384.31 of the Code of Iowa, subject to the provisions for registration and transfer contained in the Bond Resolution. And it is hereby represented and certified that all acts, conditions and things requisite, according to the laws and Constitution of the State of Iowa, to exist, to be had, to be done, or to be performed precedent to the lawful issue of this Bond, have been existent, had, done and performed as required by law; that provision has been made for the levy of a sufficient continuing annual tax on all the taxable property within the territory of the Issuer for the payment of the principal and interest of this Bond as the same will respectively become due; that such taxes have been irrevocably pledged for the prompt payment hereof, both principal and interest; - 18 - Page 471 of 609 and the total indebtedness of the Issuer including this Bond, does not exceed the constitutional or statutory limitations. IN TESTIMONY WHEREOF, the Issuer by its Council, has caused this Bond to be signed by the manual or facsimile signature of its Mayor and attested by the manual or facsimile signature of its City Clerk, with the seal of the City printed or impressed hereon, and to be authenticated by the manual signature of an authorized representative of the Registrar, UMB Bank, N.A., West Des Moines, Iowa. Date of authentication: This is one of the Bonds described in the within mentioned Resolution, as registered by UMB Bank, N.A. UMB BANK, N.A., Registrar By: Authorized Signature Registrar and Transfer Agent: UMB Bank, N.A. Paying Agent: UMB Bank, N.A. SEE REVERSE FOR CERTAIN DEFINITIONS (Seal) (Signature Block) CITY OF WATERLOO, STATE OF IOWA By: (manual or facsimile signature) Mayor ATTEST: By: (manual or facsimile signature) City Clerk (Information Required for Registration) - 19 - Page 472 of 609 ASSIGNMENT For value received, the undersigned hereby sells, assigns and transfers unto (Social Security or Tax Identification No. ) the within Bond and does hereby irrevocably constitute and appoint attorney in fact to transfer the said Bond on the books kept for registration of the within Bond, with full power of substitution in the premises. Dated: (Person(s) executing this Assignment sign(s) here) SIGNATURE ) GUARANTEED) IMPORTANT - READ CAREFULLY The signature(s) to this Power must correspond with the name(s) as written upon the face of the certificate(s) or bond(s) in every particular without alteration or enlargement or any change whatever. Signature guarantee must be provided in accordance with the prevailing standards and procedures of the Registrar and Transfer Agent. Such standards and procedures may require signature to be guaranteed by certain eligible guarantor institutions that participate in a recognized signature guarantee program. INFORMATION REQUIRED FOR REGISTRATION OF TRANSFER Name of Transferee(s) Address of Transferee(s) Social Security or Tax Identification Number of Transferee(s) Transferee is a(n): Individual* Corporation Partnership Trust *If the Bond is to be registered in the names of multiple individual owners, the names of all such owners and one address and social security number must be provided. The following abbreviations, when used in the inscription on the face of this Bond, shall be construed as though written out in full according to applicable laws or regulations: TEN COM - as tenants in common TEN ENT - as tenants by the entireties JT TEN - as joint tenants with rights of survivorship and not as tenants in common - 20 - Page 473 of 609 IA UNIF TRANS MIN ACT - Custodian (Cust) (Minor) Under Iowa Uniform Transfers to Minors Act (State) ADDITIONAL ABBREVIATIONS MAY ALSO BE USED THOUGH NOT IN THE ABOVE LIST (End of form of Bond) Section 14. Closing Documents. The Mayor and City Clerk are authorized and directed to execute, attest, seal and deliver for and on behalf of the City any other additional certificates, documents, or other papers and perform all other acts, including without limitation the execution of all closing documents, as they may deem necessary or appropriate in order to implement and carry out the intent and purposes of this Resolution. Section 15. Contract Between Issuer and Purchaser. This Resolution constitutes a contract between said City and the purchaser of the Bonds. Section 16. Non -Arbitrage Covenants. The Issuer reasonably expects and covenants that no use will be made of the proceeds from the issuance and sale of the Bonds issued hereunder which will cause any of the Bonds to be classified as arbitrage bonds within the meaning of Sections 148(a) and (b) of the Internal Revenue Code of the United States, as amended, and that throughout the term of the Bonds it will comply with the requirements of statutes and regulations issued thereunder. To the best knowledge and belief of the Issuer, there are no facts or circumstances that would materially change the foregoing statements or the conclusion that it is not expected that the proceeds of the Bonds will be used in a manner that would cause the Bonds to be arbitrage bonds. Section 17. Approval of Tax Exemption Certificate. Attached hereto is a form of Tax Exemption Certificate stating the Issuer's reasonable expectations as to the use of the proceeds of the Bonds. The form of Tax Exemption Certificate is approved. The Issuer hereby agrees to comply with the provisions of the Tax Exemption Certificate and the provisions of the Tax Exemption Certificate are hereby incorporated by reference as part of this Resolution. The Finance Officer is hereby directed to make and insert all calculations and determinations necessary to complete the Tax Exemption Certificate at issuance of the Bonds to certify as to the reasonable expectations and covenants of the Issuer at that date. Section 18. Continuing Disclosure. The Issuer hereby covenants and agrees that it will comply with and carry out all of the provisions of the Continuing Disclosure Certificate, and the provisions of the Continuing Disclosure Certificate are hereby incorporated by reference as part of this Resolution and made a part hereof. Notwithstanding any other provision of this Resolution, failure of the Issuer to comply with the Continuing Disclosure Certificate shall not be considered an event of default under this Resolution; however, any holder of the Bonds or -21 - Page 474 of 609 Beneficial Owner may take such actions as may be necessary and appropriate, including seeking specific performance by court order, to cause the Issuer to comply with its obligations under the Continuing Disclosure Certificate. For purposes of this section, "Beneficial Owner" means any person which (a) has the power, directly or indirectly, to vote or consent with respect to, or to dispose of ownership of, any Bond (including persons holding Bonds through nominees, depositories or other intermediaries), or (b) is treated as the owner of any Bonds for federal income tax purposes. Section 19. Additional Covenants, Representations and Warranties of the Issuer. The Issuer certifies and covenants with the purchasers and holders of the Bonds from time to time outstanding that the Issuer through its officers, (a) will make such further specific covenants, representations and assurances as may be necessary or advisable; (b) comply with all representations, covenants and assurances contained in the Tax Exemption Certificate, which Tax Exemption Certificate shall constitute a part of the contract between the Issuer and the owners of the Bonds;(c) consult with Bond Counsel (as defined in the Tax Exemption Certificate); (d) pay to the United States, as necessary, such sums of money representing required rebates of excess arbitrage profits relating to the Bonds;(e) file such forms, statements and supporting documents as may be required and in a timely manner; and (f) if deemed necessary or advisable by its officers, to employ and pay fiscal agents, financial advisors, attorneys and other persons to assist the Issuer in such compliance. Section 20. Amendment of Resolution to Maintain Tax Exemption. This Resolution may be amended without the consent of any owner of the Bonds if, in the opinion of Bond Counsel, such amendment is necessary to maintain tax exemption with respect to the Bonds under applicable Federal law or regulations. Section 21. Repeal of Conflicting Resolutions or Ordinances. All ordinances and resolutions and parts of ordinances and resolutions in conflict herewith are hereby repealed. Section 22. Severability Clause. If any section, paragraph, clause or provision of this Resolution be held invalid, such invalidity shall not affect any of the remaining provisions hereof, and this Resolution shall become effective immediately upon its passage and approval. - 22 - Page 475 of 609 PASSED AND APPROVED this 1st day of May, 2023. ATTEST: Kelley Felchle, City Clerk Quentin Hart, Mayor - 23 - Page 476 of 609 STATE OF IOWA COUNTY OF BLACK HAWK CERTIFICATE ) ) SS ) I, the undersigned City Clerk of the City of Waterloo, State of Iowa, do hereby certify that attached is a true and complete copy of the portion of the records of the City showing proceedings of the Council, and the same is a true and complete copy of the action taken by the Council with respect to the matter at the meeting held on the date indicated in the attachment, which proceedings remain in full force and effect, and have not been amended or rescinded in any way; that meeting and all action thereat was duly and publicly held in accordance with a notice of meeting and tentative agenda, a copy of which was timely served on each member of the Council and posted on a bulletin board or other prominent place easily accessible to the public and clearly designated for that purpose at the principal office of the Council pursuant to the local rules of the Council and the provisions of Chapter 21, Code of Iowa, upon reasonable advance notice to the public and media at least twenty-four hours prior to the commencement of the meeting as required by law and with members of the public present in attendance; I further certify that the individuals named therein were on the date thereof duly and lawfully possessed of their respective City offices as indicated therein, that no Council vacancy existed except as may be stated in the proceedings, and that no controversy or litigation is pending, prayed or threatened involving the incorporation, organization, existence or boundaries of the City or the right of the individuals named therein as officers to their respective positions. WITNESS my hand and the seal of the Council hereto affixed this day of , 2023. (SEAL) (N2190542-1 \ 11310-158 Kelley Felchle, City Clerk, City of Waterloo, State of Iowa Page 477 of 609 TAX EXEMPTION CERTIFICATE of CITY OF WATERLOO, COUNTY OF BLACK HAWK, STATE OF IOWA, ISSUER $6,000,000 General Obligation Bonds, Series 2023A This instrument was prepared by: Ahlers & Cooney, P.C. 100 Court Avenue, Suite 600 Des Moines, Iowa 50309 (515) 243-7611 Page 478 of 609 TABLE OF CONTENTS This Table of Contents is not a part of this Tax Exemption Certificate and is provided only for convenience of reference. INTRODUCTION - 1 - ARTICLE I DEFINITIONS - 1 - ARTICLE II SPECIFIC CERTIFICATIONS, REPRESENTATIONS AND AGREEMENTS - 5 - Section 2.1 Authority to Certify and Expectations - 5 - Section 2.2 Receipts and Expenditures of Sale Proceeds - 7 - Section 2.3 Purpose of Bonds - 7 - Section 2.4 Facts Supporting Tax -Exemption Classification - 7 - Section 2.5 Facts Supporting Temporary Periods for Proceeds - 8 - Section 2.6 Resolution Funds at Restricted or Unrestricted Yield - 8 - Section 2.7 Pertaining to Yields ARTICLE III REBATE Section 3.1 Records Section 3.2 Rebate Fund Section 3.3 Exceptions to Rebate Section 3.4 Calculation of Rebate Amount Section 3.5 Rebate Requirements and the Bond Fund Section 3.6 Investment of the Rebate Fund Section 3.7 Payment to the United States Section 3.8 Records Section 3.9 Additional Payments ARTICLE IV INVESTMENT RESTRICTIONS Section 4.1 Avoidance of Prohibited Payments Section 4.2 Market Price Requirement Section 4.3 Investment in Certificates of Deposit Section 4.4 Investment Pursuant to Investment Contracts and Agreements Section 4.5 Records Section 4.6 Investments to be Legal ARTICLE V GENERAL COVENANTS ARTICLE VI AMENDMENTS AND ADDITIONAL AGREEMENTS Section 6.1 Section 6.2 Section 6.3 Section 6.4 Opinion of Bond Counsel; Amendments Additional Covenants, Agreements Internal Revenue Service Audits Amendments EXHIBIT A ISSUE PRICE CERTIFICATE -9- - 10- - 10- - 10- - 10- - 11- - 12- - 12- - 12- - 13- - 13- - 13- - 13- - 14- - 14- - 14- - 17- - 17- - 17- - 17- - 17- - 17- - 18- - 18- 20 i Page 479 of 609 TAX EXEMPTION CERTIFICATE CITY OF WATERLOO, STATE OF IOWA THIS TAX EXEMPTION CERTIFICATE made and entered into on June 1, 2023, by the City of Waterloo, County of Black Hawk, State of Iowa (the "Issuer"). INTRODUCTION This Certificate is executed and delivered in connection with the issuance by the Issuer of its $6,000,000 General Obligation Bonds, Series 2023A (the "Bonds"). The Bonds are issued pursuant to the provisions of the Resolution of the Issuer authorizing the issuance of the Bonds. Such Resolution provides that the covenants contained in this Certificate constitute a part of the Issuer's contract with the owners of the Bonds. The Issuer recognizes that under the Code (as defined below) the tax-exempt status of the interest received by the owners of the Bonds is dependent upon, among other things, the facts, circumstances, and reasonable expectations of the Issuer as to future facts not in existence at this time, as well as the observance of certain covenants in the future. The Issuer covenants that it will take such action with respect to the Bonds as may be required by the Code, and pertinent legal regulations issued thereunder in order to establish and maintain the tax-exempt status of the Bonds, including the observance of all specific covenants contained in the Resolution and this Certificate. ARTICLE I DEFINITIONS The following terms as used in this Certificate shall have the meanings set forth below. The terms defined in the Resolution shall retain the meanings set forth therein when used in this Certificate. Other terms used in this Certificate shall have the meanings set forth in the Code or in the Regulations. • "Annual Debt Service" means the principal of and interest on the Bonds scheduled to be paid during a given Bond Year. • "Bonds" means the $6,000,000 aggregate principal amount of General Obligation Bonds, Series 2023A, of the Issuer issued in registered form pursuant to the Resolution. • "Bond Counsel" means Ahlers & Cooney, P.C., Des Moines, Iowa, or an attorney at law or a firm of attorneys of nationally recognized standing in matters pertaining to the tax-exempt status of interest on obligations issued by states and their political subdivisions, duly admitted to the practice of law before the highest court of any State of the United States of America. • "Bond Fund" means the Sinking Fund described in the Resolution. 1 Page 480 of 609 • "Bond Purchase Agreement" means the binding contract in writing for the sale of the Bonds. • "Bond Year" as defined in Regulation 1.148-1(b), means a one-year period beginning on the day after expiration of the preceding Bond Year. The first Bond Year shall be the one-year or shorter period beginning on the Closing Date and ending on a principal or interest payment date, unless Issuer selects another date. • "Bond Yield" means that discount rate which produces an amount equal to the Issue Price of the Bonds when used in computing the present value of all payments of principal and interest to be paid on the Bonds, using semiannual compounding on a 360- day year as computed under Regulation 1.148-4. • "Certificate" means this Tax Exemption Certificate. • "Closing" means the delivery of the Bonds in exchange for the agreed upon purchase price. • "Closing Date" means the date of Closing. • "Code" means the Internal Revenue Code of 1986, as amended, and any statutes which replace or supplement the Internal Revenue Code of 1986. • "Computation Date" means each five-year period from the Closing Date through the last day of the fifth and each succeeding fifth Bond Year. • "Excess Earnings" means the amount earned on all Nonpurpose Investments minus the amount which would have been earned if such Nonpurpose Investments were invested at a rate equal to the Bond Yield, plus any income attributable to such excess. • "Final Bond Retirement Date" means the date on which the Bonds are actually paid in full. • "Governmental Obligations" means direct general obligations of, or obligations the timely payment of the principal of and interest on which is unconditionally guaranteed by the United States. • "Gross Proceeds" as defined in Regulation 1.148-1(b), means any Proceeds of the Bonds and any replacement proceeds (as defined in Regulation 1.148-1(c)) of the Bonds. • "Gross Proceeds Funds" means the Project Fund, Proceeds held to pay cost of issuance, and any other fund or account held for the benefit of the owners of the Bonds or containing Gross Proceeds of the Bonds except the Bond Fund and the Rebate Fund. 2 Page 481 of 609 • "Issue Price" as defined in Regulation 1.148-1(b) and (f)(2), means the price determined pursuant to the Special Rule for Use of Initial Offering Price to the Public in accordance with Regulation 1.148-1(f)(2)(ii). The Issuer hereby elects to utilize the Special Rule for Use of Initial Price to the Public and treats the initial offering price to the public as of the sale date as the issue price of the Bonds. • "Issuer" means the City of Waterloo, a municipal corporation in the County of Black Hawk, State of Iowa. • "Minor Portion of the Bonds", as defined in Regulation 1.148-2(g), means the lesser of five (5) percent of Proceeds or $100,000. The Minor Portion of the Bonds is computed to be $100,000. • "Nonpurpose Investments" means any investment property which is acquired with Gross Proceeds and is not acquired to carry out the governmental purpose of the Bonds, and may include but is not limited to U.S. Treasury bonds, corporate bonds, or certificates of deposit. • "Proceeds" as defined in Regulation 1.148-1(b), means Sale Proceeds, investment proceeds and transferred proceeds of the Bonds. • "Project" means the acquisition, improvement and installation of traffic control devices, signage equipment and software, fixtures, equipment and improvements, including but not limited to traffic signal, pavement markings, traffic safety, fiber optics installation, street light fixtures, connections and facilities, and cameras; the acquisition of vehicles and equipment for the Police and Fire Departments; the acquisition of vehicles and equipment for the street, public works and sign and traffic departments; the rehabilitation and improvement of City parks and the acquisition, repair and replacement of facilities, equipment and improvements commonly found in City parks; the removal, replacement and planting of trees in parks, streetscapes, and public grounds; the construction, reconstruction and repairing of street, sidewalk, skywalk, trail, alley, public ground, marketplace, bridges, pedestrian underpasses and overpasses, and intersection improvements; the acquisition, construction and improvement of real and personal property useful for the protection of property from floods or high waters, including flood control, levees, embankments, waterway, storm water and drainage improvements; the removal or replacement of dead or diseased trees; the acquisition and demolition of dangerous or dilapidated buildings, structures or properties, or funding housing assistance; acquiring, developing and improving of a geographic computer data base system suitable for automated mapping and facilities management; the reconstruction and improvement of the city airport; acquisition of communication equipment and other emergency services communication equipment and systems; the acquisition and installation of security equipment for city buildings and facilities; the acquisition and installation of information technology and data management systems, including network, connectivity, software, computer systems and server equipment; the construction, reconstruction, improvement, renovation, and equipping of downtown parking ramps and garages; the reconstruction, improvement, renovation and equipping of the library; the acquisition of vehicles for various city departments; the renovation, construction, 3 Page 482 of 609 improvement and equipping of Young Arena, the golf course, and the Cedar Valley Sportsplex; and the construction, reconstruction, improvement, renovation, and equipping of City Hall and other City facilities and buildings as more fully described in the Resolution. • "Project Fund" shall mean the fund required to be established by the Resolution for the deposit of the Proceeds of the Bonds. Wisconsin, Certificate. Certificate. "Purchasers" means Robert W. Baird & Co., Inc. of Milwaukee, constituting the initial purchasers of the Bonds from the Issuer. "Rebate Amount" means the amount computed as described in this "Rebate Fund" means the fund to be created, if necessary, pursuant to this • "Rebate Payment Date" means a date chosen by the Issuer which is not more than 60 days following each Computation Date or the Final Bond Retirement Date. • "Regulations" means the Income Tax Regulations, amendments and successor provisions promulgated by the Department of the Treasury under Sections 103, 148 and 149 of the Code, or other Sections of the Code relating to "arbitrage bonds", including without limitation Regulations 1.148-1 through 1.148-11, 1.149(b)-1, 1.149- d(1), 1.150-1 and 1.150-2. • "Replacement Proceeds" include, but are not limited to, sinking funds, amounts that are pledged as security for an issue, and amounts that are replaced because of a sufficiently direct nexus to a governmental purpose of an issue. • "Resolution" means the resolution of the Issuer adopted on May 1, 2023, authorizing the issuance of the Bonds. • "Sale Proceeds" as defined in Regulation 1.148-1(b), means any amounts actually or constructively received from the sale of the Bonds, including amounts used to pay underwriter's discount or compensation and accrued interest other than pre -issuance accrued interest. • "Sinking Fund" means the Bond Fund. • "SLGS" means demand deposit Treasury securities of the State and Local Government Series. • "Tax Exempt Obligations" means bonds or other obligations the interest on which is excludable from the gross income of the owners thereof under Section 103 of the Code and include certain regulated investment companies, stock in tax-exempt mutual funds and demand deposit SLGS. 4 Page 483 of 609 • "Taxable Obligations" means all investment property, obligations or securities other than Tax Exempt Obligations. • "Verification Certificate" means the certificate attached to this Certificate as Exhibit A, setting forth the offering prices at which the Purchaser will reoffer and sell the Bonds to the public. ARTICLE II SPECIFIC CERTIFICATIONS, REPRESENTATIONS AND AGREEMENTS The Issuer hereby certifies, represents and agrees as follows: Section 2.1 Authority to Certify and Expectations (a) The undersigned officer of the Issuer along with other officers of the Issuer, are charged with the responsibility of issuing the Bonds. (b) This Certificate is being executed and delivered in part for the purposes specified in Section 1.148-2(b)(2) of the Regulations and is intended (among other purposes) to establish reasonable expectations of the Issuer at this time. (c) The Issuer has not been notified of any disqualification or proposed disqualification of it by the Commissioner of the Internal Revenue Service as a bond issuer which may certify bond issues under Section 1.148-2(b)(2) of the Regulations. (d) The certifications, representations and agreements set forth in this Article II are made on the basis of the facts, estimates and circumstances in existence on the date hereof, including the following: (1) with respect to amounts expected to be received from delivery of the Bonds, amounts actually received, (2) with respect to payments of amounts into various funds or accounts, review of the authorizations or directions for such payments made by the Issuer pursuant to the Resolution and this Certificate, (3) with respect to the Issue Price, the certifications of the Purchasers as set forth in the Verification Certificate, (4) with respect to expenditure of the Proceeds of the Bonds, actual expenditures and reasonable expectations of the Issuer as to when the Proceeds will be spent for purposes of the Project, (5) with respect to Bond Yield, review of the Verification Certificate, and (6) with respect to the amount of governmental and qualified 501(c)(3) bonds to be issued during the calendar year, the budgeting and present planning of Issuer. The Issuer has no reason to believe such facts, estimates or circumstances are untrue or incomplete in any material way. (e) To the best of the knowledge and belief of the undersigned officer of the Issuer, there are no facts, estimates or circumstances that would materially change the representations, certifications or agreements set forth in this Certificate, and the expectations herein set out are reasonable. 5 Page 484 of 609 (f) No arrangement exists under which the payment of principal or interest on the Bonds would be directly or indirectly guaranteed by the United States or any agency or instrumentality thereof. (g) After the expiration of any applicable temporary periods, and excluding investments in a bona fide debt service fund or reserve fund, not more than five percent (5%) of the Proceeds of the Bonds will be (a) used to make loans which are guaranteed by the United States or any agency or instrumentality thereof, or (b) invested in federally insured deposits or accounts. (h) The Issuer will file with the Internal Revenue Service in a timely fashion Form 8038-G, Information Return for Tax -Exempt Governmental Obligations with respect to the Bonds and such other reports required to comply with the Code and applicable Regulations. (i) The Issuer will take no action which would cause the Bonds to become "private activity bonds" as defined in Section 141 (a) of the Code, including any use of the Project by any person other than a governmental unit if such use will be by other than a member of the general public. None of the Proceeds of the Bonds will be used directly or indirectly to make or finance loans to any person other than a governmental unit. (j) The Issuer will make no change in the nature or purpose of the Project except as provided in Section 6.1 hereof. (k) Except as provided in the Resolution, the Issuer will not establish any sinking fund, bond fund, reserve fund, debt service fund or other fund reasonably expected to be used to pay debt service on the Bonds (other than the Bond Fund), exercise its option to redeem Bonds prior to maturity or effect a refunding of the Bonds. (1) No bonds or other obligations of the Issuer (1) were sold in the 15 days preceding the date of sale of the Bonds, (2) were sold or will be sold within the 15 days after the date of sale of the Bonds, (3) have been delivered in the past 15 days or (4) will be delivered in the next 15 days pursuant to a common plan of financing for the issuance of the Bonds and payable out of substantially the same source of revenues. (m) None of the Proceeds of the Bonds will be used directly or indirectly to replace funds of the Issuer used directly or indirectly to acquire obligations having a yield higher than the Bond Yield. (n) No portion of the Bonds is issued for the purpose of investing such portion at a higher yield than the Bond Yield. (o) The Issuer does not expect that the Proceeds of the Bonds will be used in a manner that would cause them to be "arbitrage bonds" as defined in Section 148(a) of the Code. The Issuer does not expect that the Proceeds of the Bonds will be used in a manner that would cause the interest on the Bonds to be includible in the gross income of the owners of the Bonds under the Code. The Issuer will not intentionally use any portion of the Proceeds to acquire higher yielding investments. 6 Page 485 of 609 (p) The Issuer will not use the Proceeds of the Bonds to exploit the difference between tax-exempt and taxable interest rates to obtain a material financial advantage. (q) The Issuer has not issued more Bonds, issued the Bonds earlier, or allowed the Bonds to remain outstanding longer than is reasonably necessary to accomplish the governmental purposes of the Bonds. In fact, the Bonds will not remain outstanding longer than 120% of the economic useful life of the assets financed with the Proceeds of the Bonds. (r) The Bonds will not be Hedge Bonds as described in Section 149(g)(3) of the Code because the Issuer reasonably expects that it will meet the Expenditure test set forth in Section 2.5(b) hereof and that 50% or more of the Proceeds will not be invested in Nonpurpose Investments having a substantially guaranteed yield for four or more years. Except for costs of issuance, all Sale Proceeds and investment earnings thereon will be expended for costs of the type that would be chargeable to capital accounts under the Code pursuant to federal income tax principles if the Issuer were treated as a corporation subject to federal income taxation. Section 2.2 Receipts and Expenditures of Sale Proceeds Sale Proceeds (par plus re -offering premium of $394,780.25), less underwriter's discount of $102,731.25, received at Closing are expected to be deposited and expended as follows: (a) $73,865.00 representing costs of issuing the Bonds will be used within six months of the Closing Date to pay the costs of issuance of the Bonds (with any excess remaining on deposit in the Project Fund); and (b) $6,218,184.00 will be deposited into the Project Fund and will be used together with earnings thereon to pay the costs of the Project and will not exceed the amount necessary to accomplish the governmental purposes of the Bonds. Section 2.3 Purpose of Bonds The Issuer is issuing the Bonds to pay the costs of the Project. Section 2.4 Facts Supporting Tax -Exemption Classification Governmental Bonds Private Business Use/Private Security or Payment Tests The Bonds are considered to be governmental bonds, not subject to the provisions of the alternate minimum tax. The Proceeds will be used for the purposes described in Section 2.3 hereof. These bonds are not private activity bonds because no amount of Proceeds of the Bonds is to be used in a trade or business carried on by a non- governmental unit. Rather, the Proceeds will be used to finance the general government 7 Page 486 of 609 operations and facilities of the Issuer described in Section 2.3 hereof. None of the payment of principal or interest on the Bonds will be derived from, or secured by, money or property used in a trade or business of a non -governmental unit. In addition, none of the governmental operations or facilities of the Issuer being financed with the Proceeds of the Bonds are subject to any lease, management contract or other similar arrangement or to any arrangement for use other than as by the general public. In the event any portion of the Proceeds of the Bonds is used by or for the benefit of a private business user, such uses are not anticipated to exceed 5%. In addition, the Bonds will not be secured, directly or indirectly by payments in respect of the private use. Private Loan Financing Test No amount of Proceeds of the Bonds is to be used directly or indirectly to make or finance loans to persons other than governmental units. Section 2.5 Facts Supporting Temporary Periods for Proceeds (a) Time Test. Not later than six months after the Closing Date, the Issuer will incur a substantial binding obligation to a third party to expend at least 5% of the net Sale Proceeds of the Bonds. (b) Expenditure Test. Not less than 85% of the net Sale Proceeds will be expended for Project costs, including the reimbursement of other funds expended to date, within a three-year temporary period from the Closing Date. (c) Due Diligence Test. Not later than six months after Closing, work on the Project will have commenced and will proceed with due diligence to completion. (d) Proceeds of the Bonds representing less than six months accrued interest on the Bonds will be spent within six months of this date to pay interest on the Bonds, and will be invested without restriction as to yield for a temporary period not in excess of six months. Section 2.6 Resolution Funds at Restricted or Unrestricted Yield (a) Proceeds of the Bonds will be held and accounted for in the manner provided in the Resolution. The Issuer has not and does not expect to create or establish any other bond fund, reserve fund, or similar fund or account for the Bonds. The Issuer has not and will not pledge any moneys or Taxable Obligations in order to pay debt service on the Bonds or restrict the use of such moneys or Taxable Obligations so as to give reasonable assurances of their availability for such purposes. (b) Any monies which are invested beyond a temporary period are expected to constitute less than a major portion of the Bonds or to be restricted for investment at a yield not greater than one -eighth of one percent above the Bond Yield. 8 Page 487 of 609 (c) The Issuer has established and will use the Bond Fund primarily to achieve a proper matching of revenues and debt service within each Bond Year and the Issuer will apply moneys deposited into the Bond Fund to pay the principal of and interest on the Bonds. Such Fund will be depleted at least once each Bond Year except for a reasonable carryover amount. The carryover amount will not exceed the greater of (1) one year's earnings on the Bond Fund or (2) one -twelfth of Annual Debt Service. The Issuer will spend moneys deposited from time to time into such fund within 13 months after the date of deposit. Revenues, intended to be used to pay debt service on the Bonds, will be deposited into the Bond Fund as set forth in the Resolution. The Issuer will spend interest earned on moneys in such fund not more than 12 months after receipt. Accordingly, the Issuer will treat the Bond Fund as a bona fide debt service fund as defined in Regulation 1.148-1(b). Investment of amounts on deposit in the Bond Fund will not be subject to arbitrage rebate requirements as the Bonds meet the safe harbor set forth in Regulation 1.148-3(k), because the average annual debt service on the Bonds will not exceed $2,500,000. (d) The Minor Portion of the Bonds will be invested without regard to yield. Section 2.7 Pertaining to Yields (a) The purchase price of all Taxable Obligations to which restrictions apply under this Certificate as to investment yield or rebate of Excess Earnings, if any, has been and shall be calculated using (i) the price taking into account discount, premium and accrued interest, as applicable, actually paid or (ii) the fair market value if less than the price actually paid and if such Taxable Obligations were not purchased directly from the United States Treasury. The Issuer will acquire all such Taxable Obligations directly from the United States Treasury or in an arm's length transaction without regard to any amounts paid to reduce the yield on such Taxable Obligations. The Issuer will not pay or permit the payment of any amounts (other than to the United States) to reduce the yield on any Taxable Obligations. Obligations pledged to the payment of debt service on the Bonds, or deposited into any reserve fund after they have been acquired by the Issuer will be treated as though they were acquired for their fair market value on the date of such pledge or deposit. Obligations on deposit in any reserve fund on the Closing Date shall be treated as if acquired for their fair market value on the Closing Date. (b) Qualified guarantees have not been used in computing yield. (c) The Bond Yield has been computed as not less than 2.861835 percent. This Bond Yield has been computed on the basis of a purchase price for the Bonds equal to the Issue Price. 9 Page 488 of 609 ARTICLE III REBATE Section 3.1 Records Sale Proceeds of the Bonds will be held and accounted for in the manner provided in the Resolution. The Issuer will maintain adequate records for funds created by the Resolution and this Certificate including all deposits, withdrawals, transfers from, transfers to, investments, reinvestments, sales, purchases, redemptions, liquidations and use of money or obligations until six years after the Final Bond Retirement Date. Section 3.2 Rebate Fund (a) In the Resolution, the Issuer has covenanted to pay to the United States the Rebate Amount, an amount equal to the Excess Earnings on the Gross Proceeds Funds, if any, at the times and in the manner required or permitted and subject to stated special rules and allowable exceptions. (b) The Issuer may establish a fund pursuant to the Resolution and this Certificate which is herein referred to as the Rebate Fund. The Issuer will invest and expend amounts on deposit in the Rebate Fund in accordance with this Certificate. (c) Moneys in the Rebate Fund shall be held by the Issuer or its designee and, subject to Sections 3.4, 3.5 and 6.1 hereof, shall be held for future payment to the United States as contemplated under the provisions of this Certificate and shall not constitute part of the trust estate held for the benefit of the owners of the Bonds or the Issuer. (d) The Issuer will pay to the United States from legally available money of the Issuer (whether or not such available money is on deposit in any fund or account related to the Bonds) any amount which is required to be paid to the United States. Section 3.3 Exceptions to Rebate The Issuer reasonably expects that the Bonds are eligible for one or more exceptions from the arbitrage rebate rules set forth in the Regulations. If any Proceeds are ineligible, or become ineligible, for an exception to the arbitrage rebate rules, the Issuer will comply with the provisions of this Article III. A description of the applicable rebate exception(s) is as follows: • Eighteen -Month Exception The Gross Proceeds of the Bonds are expected to be expended for the governmental purposes for which the Bonds were issued in accordance with the following schedule: 1) 15 percent spent within six months of the Closing Date; 2) 60 percent spent within one year of the Closing Date; - 10 - Page 489 of 609 3) 100 percent spent within eighteen months of the Closing Date (subject to 5 percent retainage for not more than one year). In any event, the Issuer expects that the 5% reasonable retainage will be spent within 30 months of the Closing Date. For purposes of determining compliance with the six-month and twelve- month spending periods, the amount of investment earnings included shall be based on the Issuer's reasonable expectations that the average annual interest rate on investments will be not more than 6%. For purposes of determining compliance with the eighteen -month spending period, the amount of investment earnings included shall be based on actual earnings. If the Issuer fails to meet the foregoing expenditure schedule, the Issuer shall comply with the arbitrage rebate requirements of the Code. • Election to Treat as Construction Bonds. The Issuer reasonably expects that more than 75 percent of the "available construction proceeds" ("ACP") of the Bonds, as defined in Section 148(f)(4)(C)(vi) of the Code, will be used for construction expenditures. ACP includes the issue price of the issue plus the earnings on such issue. Not less than the following percentages of the ACP will be spent within the following periods: 1) 10 percent spent within six months of the Closing Date; 2) 45 percent spent within one year of the Closing Date; 3) 75 percent spent within eighteen months of the Closing Date; 4) 100 percent spent within two years of the Closing Date (subject to 5 percent retainage for not more than one year). In any event, the Issuer expects that the 5% reasonable retainage will be spent within a three-year period beginning on the Closing Date. A failure to spend an amount that does not exceed the lesser of (i) 3% of the issue price or (ii) $250,000, is disregarded if the Issuer exercises due diligence to complete the Project. • Election with respect to future earnings Pursuant to Section 1.148-7(f)(2) of the Regulations, the Issuer elects to use actual investment earnings of the ACP in determining compliance with the above schedule. If the Issuer fails to meet the foregoing expenditure schedule, the Issuer shall comply with the arbitrage rebate requirements of the Code. Section 3.4 Calculation of Rebate Amount (a) As soon after each Computation Date as practicable, the Issuer shall, if necessary, calculate and determine the Excess Earnings on the Gross Proceeds Funds (the "Rebate Amount"). All calculations and determinations with respect to the Rebate Page 490 of 609 Amount will be made on the basis of actual facts as of the Computation Date and reasonable expectations as to future events. (b) If the Rebate Amount exceeds the amount currently on deposit in the Rebate Fund, the Issuer may deposit an amount in the Rebate Fund such that the balance in the Rebate Fund after such deposit equals the Rebate Amount. If the amount in the Rebate Fund exceeds the Rebate Amount, the Issuer may withdraw such excess amount provided that such withdrawal can be made from amounts originally transferred to the Rebate Fund and not from earnings thereon, which may not be transferred, and only if such withdrawal may be made without liquidating investments at a loss. Section 3.5 Rebate Requirements and the Bond Fund It is expected that the Bond Fund described in the Resolution and Section 2.6(c) of this Certificate will be treated as a bona fide debt service fund as defined in Regulation 1.148-1(b). As such, any amount earned during a Bond Year on the Bond Fund and amounts earned on such amounts, if allocated to the Bond Fund, will not be taken into account in calculating the Rebate Amount for the reasons outlined in Section 2.6(c) hereof. However, should the Bond Fund cease to be treated as a bona fide debt service fund, the Bond Fund will become subject to the rebate requirements set forth in Section 3.4 hereof. Section 3.6 Investment of the Rebate Fund (a) Immediately upon a transfer to the Rebate Fund, the Issuer may invest all amounts in the Rebate Fund not already invested and held in the Rebate Fund, to the extent possible, in (1) SLGS, such investments to be made at a yield of not more than one -eighth of one percent above the Bond Yield, (2) Tax Exempt Obligations, (3) direct obligations of the United States or (4) certificates of deposit of any bank or savings and loan association. All investments in the Rebate Fund shall be made to mature not later than the next Rebate Payment Date. (b) If the Issuer invests in SLGS, the Issuer shall file timely subscription forms for such securities (if required). To the extent possible, amounts received from maturing SLGS shall be reinvested immediately in zero yield SLGS maturing on or before the next Rebate Payment Date. Section 3.7 Payment to the United States (a) On each Rebate Payment Date, the Issuer will pay to the United States at least ninety percent (90%) of the Rebate Amount less a computation credit of $1,000 per Bond Year for which the payment is made. (b) The Issuer will pay to the United States not later than sixty (60) days after the Final Bond Retirement Date all the rebatable arbitrage as of such date and any income attributable to such rebatable arbitrage as described in Regulation 1.148-3(0(2). (c) If necessary, on each Rebate Payment Date, the Issuer will mail a check to the Internal Revenue Service Center, Ogden, UT 84201. Each payment shall be - 12 - Page 491 of 609 accompanied by a copy of Form 8038-T, Arbitrage Rebate, filed with respect to the Bonds or other information reporting form as is required to comply with the Code and applicable Regulations. Section 3.8 Records (a) The Issuer will keep and retain adequate records with respect to the Bonds, the Gross Proceeds Funds, the Bond Fund, and the Rebate Fund until six years after the Final Bond Retirement Date. Such records shall include descriptions of all calculations of amounts transferred to the Rebate Fund, if any, and descriptions of all calculations of amounts paid to the United States as required by this Certificate. Such records will also show all amounts earned on moneys invested in such funds, and the actual dates and amounts of all principal, interest and redemption premiums (if any) paid on the Bonds. (b) Records relating to the investments in such Funds shall completely describe all transfers, deposits, disbursements and earnings including: (1) a complete list of all investments and reinvestments of amounts in each such Fund including, if applicable, purchase price, purchase date, type of security, accrued interest paid, interest rate, dated date, principal amount, date of maturity, interest payment dates, date of liquidation, receipt upon liquidation, market value of such investment on the Final Bond Retirement Date if held by the Issuer on the Final Bond Retirement Date, and market value of the investment on the date pledged to the payment of the Bonds or the Closing Date if different from the purchase date. (2) the amount and source of each payment to, and the amount, purpose and payee of each payment from, each such Fund. Section 3.9 Additional Payments The Issuer hereby agrees to pay to the United States from legally available money of the Issuer (whether or not such available money is on deposit in any fund or account related to the Bonds) any amount which is required to be paid to the United States, but which is not available in a fund related to the Bonds for transfer to the Rebate Fund or payment to the United States. ARTICLE IV INVESTMENT RESTRICTIONS Section 4.1 Avoidance of Prohibited Payments The Issuer will not enter into any transaction that reduces the amount required to be deposited into the Rebate Fund or paid to the United States because such transaction results in a smaller profit or a larger loss than would have resulted if the transaction had been at arm's length and had the Bond Yield not been relevant to either party. The Issuer will not invest or direct the investment of any funds in a manner which reduces an amount required to be paid to the United - 13 - Page 492 of 609 States because such transaction results in a small profit or larger loss than would have resulted if the transaction had been at arm's length and had the Bond Yield not been relevant to the Issuer. In particular, notwithstanding anything to the contrary contained herein or in the Resolution, the Issuer will not invest or direct the investment of any funds in a manner which would violate any provision of this Article IV. Section 4.2 Market Price Requirement (a) The Issuer will not purchase or direct the purchase of Taxable Obligations for more than the then available market price for such Taxable Obligations. The Issuer will not sell, liquidate or direct the sale or liquidation of Taxable Obligations for less than the then available market price. (b) For purposes of this Certificate, United States Treasury obligations purchased directly from the United States Treasury will be deemed to be purchased at the market price. Section 4.3 Investment in Certificates of Deposit (a) Notwithstanding anything to the contrary contained herein or in the Resolution, the Issuer will invest or direct the investment of funds on deposit in any other Gross Proceeds Fund, the Bond Fund, and the Rebate Fund, in a certificate of deposit of a bank or savings bank which is permitted by law and by the Resolution only if the purchase price of such a certificate of deposit is treated as its fair market value on the purchase date and if the yield on the certificate of deposit is not less than (1) the yield on reasonably comparable direct obligations of the United States; and (2) the highest yield that is published or posted by the provider to be currently available from the provider on reasonably comparable certificates of deposit offered to the public. (b) The certificate of deposit described in paragraph 4.3(a) above must be executed by a dealer who maintains an active secondary market in comparable certificates of deposit and must be based on actual trades adjusted to reflect the size and term of that certificate of deposit and the stability and reputation of the bank or savings bank issuing the certificate of deposit. Section 4.4 Investment Pursuant to Investment Contracts and Agreements The Issuer will invest or direct the investment of funds on deposit in the Gross Proceeds Funds, the Bond Fund, and the Rebate Fund pursuant to an investment contract (including a repurchase agreement) only if all of the following requirements are satisfied: (a) The Issuer makes a bona fide solicitation for the purchase of the investment. A bona fide solicitation is a solicitation that satisfies all of the following requirements: (1) The bid specifications are in writing and are timely forwarded to potential providers. - 14 - Page 493 of 609 (2) The bid specifications include all material terms of the bid. A term is material if it may directly or indirectly affect the yield or the cost of the investment. (3) The bid specifications include a statement notifying potential providers that submission of a bid is a representation that the potential provider did not consult with any other potential provider about its bid, that the bid was determined without regard to any other formal or informal agreement that the potential provider has with the issuer or any other person (whether or not in connection with the Bonds), and that the bid is not being submitted solely as a courtesy to the issuer or any other person for purposes of satisfying the requirements of paragraph (d)(6)(iii)(B)(1) or (2) of Section 1.148-5 of the Regulations. (4) The terms of the bid specifications are commercially reasonable. A term is commercially reasonable if there is a legitimate business purpose for the term other than to increase the purchase price or reduce the yield of the investment. (5) For purchases of guaranteed investment contracts only, the terms of the solicitation take into account the Issuer's reasonably expected deposit and drawdown schedule for the amounts to be invested. (6) All potential providers have an equal opportunity to bid and no potential provider is given the opportunity to review other bids (i.e., a last look) before providing a bid. (7) At least three reasonably competitive providers are solicited for bids. A reasonably competitive provider is a provider that has an established industry reputation as a competitive provider of the type of investments being purchased. (b) The bids received by the Issuer meet all of the following requirements: (1) The Issuer receives at least three bids from providers that the Issuer solicited under a bona fide solicitation meeting the requirements of paragraph (d)(6)(iii)(A) of Section 1.148-5 of the Regulations and that do not have a material financial interest in the issue. A lead underwriter in a negotiated underwriting transaction is deemed to have a material financial interest in the issue until 15 days after the issue date of the issue. In addition, any entity acting as a financial advisor with respect to the purchase of the investment at the time the bid specifications are forwarded to potential providers has a material financial interest in the issue. A provider that is a related party to a provider that has a material financial interest in the issue is deemed to have a material financial interest in the issue. (2) At least one of the three bids described in paragraph (d)(6)(iii)(B)(1) of Section 1.148-5 of the Regulations is from a reasonably - 15 - Page 494 of 609 competitive provider, within the meaning of paragraph (d)(6)(iii)(A)(7) of Section 1.148-5 of the Regulations. (3) If the Issuer uses an agent to conduct the bidding process, the agent did not bid to provide the investment. (c) The winning bid meets the following requirements: (1) Guaranteed investment contracts. If the investment is a guaranteed investment contract, the winning bid is the highest yielding bona fide bid (determined net of any broker's fees). (2) Other investments. If the investment is not a guaranteed investment contract, the winning bid is the lowest cost bona fide bid (including any broker's fees). (d) The provider of the investments or the obligor on the guaranteed investment contract certifies the administrative costs that it pays (or expects to pay, if any) to third parties in connection with supplying the investment. (e) The Issuer will retain the following records with the bond documents until three years after the last outstanding bond is redeemed: (1) For purchases of guaranteed investment contracts, a copy of the contract, and for purchases of investments other than guaranteed investment contracts, the purchase agreement or confirmation. (2) The receipt or other record of the amount actually paid by the Issuer for the investments, including a record of any administrative costs paid by the Issuer, and the certification under paragraph (d)(6)(iii)(D) of Section 1.148-5 of the Regulations. (3) For each bid that is submitted, the name of the person and entity submitting the bid, the time and date of the bid, and the bid results. (4) The bid solicitation form and, if the terms of the purchase agreement or the guaranteed investment contract deviated from the bid solicitation form or a submitted bid is modified, a brief statement explaining the deviation and stating the purpose for the deviation. (5) For purchases of investments other than guaranteed investment contracts, the cost of the most efficient portfolio of State and Local Government Series Securities, determined at the time that the bids were required to be submitted pursuant to the terms of the bid specifications. - 16 - Page 495 of 609 Section 4.5 Records The Issuer will maintain records of all purchases, sales, liquidations, investments, reinvestments, redemptions, disbursements, deposits, and transfers of amounts on deposit. Section 4.6 Investments to be Legal All investments required to be made pursuant to this Certificate shall be made to the extent permitted by law. In the event that any such investment is determined to be ultra vires, it shall be liquidated and the proceeds thereof shall be invested in a legal investment, provided that prior to reinvesting such proceeds, the Issuer shall obtain an opinion of Bond Counsel to the effect that such reinvestment will not cause the Bonds to become arbitrage bonds under Sections 103, 148, 149, or any other applicable provision of the Code. ARTICLE V GENERAL COVENANTS The Issuer hereby covenants to perform all acts within its power necessary to ensure that the reasonable expectations set forth in Article II hereof will be realized. The Issuer reasonably expects to comply with all covenants contained in this Certificate. ARTICLE VI AMENDMENTS AND ADDITIONAL AGREEMENTS Section 6.1 Opinion of Bond Counsel; Amendments The various provisions of this Certificate need not be observed and this Certificate may be amended or supplemented at any time by the Issuer if the Issuer receives an opinion or opinions of Bond Counsel that the failure to comply with such provisions will not cause any of the Bonds to become "arbitrage bonds" under the Code and that the terms of such amendment or supplement will not cause any of the Bonds to become "arbitrage bonds" under the Code, or otherwise cause interest on any of the Bonds to become includable in gross income for federal income tax purposes. Section 6.2 Additional Covenants, Agreements The Issuer hereby covenants to make, execute and enter into (and to take such actions, if any, as may be necessary to enable it to do so) such agreements as may be necessary to comply with any changes in law or regulations in order to preserve the tax-exempt status of the Bonds to the extent that it may lawfully do so. The Issuer further covenants (1) to impose such limitations on the investment or use of moneys or investments related to the Bonds, (2) to make such payments to the United States Treasury, (3) to maintain such records, (4) to perform such calculations, and (5) to perform such other lawful acts as may be necessary to preserve the tax- exempt status of the Bonds. - 17 - Page 496 of 609 Section 6.3 Internal Revenue Service Audits The Internal Revenue Service has not audited the Issuer regarding any obligations issued by or on behalf of the Issuer. To the best knowledge of the Issuer, no such obligations of the Issuer are currently under examination by the Internal Revenue Service. Section 6.4 Amendments Except as otherwise provided in Section 6.1 hereof, all the rights, powers, duties and obligations of the Issuer shall be irrevocable and binding upon the Issuer and shall not be subject to amendment or modification by the Issuer. - 18 - Page 497 of 609 IN WITNESS WHEREOF, the Issuer has caused this Certificate to be executed by its duly authorized officer, all as of the day first above written. (SEAL) Finance Manager, City of Waterloo, State of Iowa - 19 - Page 498 of 609 EXHIBIT A $WATERLOO, IOWA - $6,000,000 GENERAL OBLIGATION BONDS, SERIES 2023A ISSUE PRICE CERTIFICATE The undersigned, on behalf of Robert W. Baird & Co., Inc. (the "Representative") on behalf of itself and the underwriters identified on Schedule 1 hereto, (together, the "Underwriting Group"), hereby certify as set forth below with respect to the sale and issuance of the above - captioned obligations (the "Bonds"). 1. Initial Offering Price of the Bonds. a) The Underwriting Group offered each Maturity of the Bonds to the Public for purchase at the respective initial offering prices listed in Schedule A (the "Initial Offering Prices") on or before the Sale Date. A copy of the pricing wire or equivalent communication for the Bonds is attached to this certificate as Schedule B. b) As set forth in the Terms of Offering and bid award, the members of the Underwriting Group have agreed in writing that, (i) for each Maturity of the Bonds, they would neither offer nor sell any of the Bonds of such Maturity to any person at a price that is higher than the Initial Offering Price for such Maturity during the Holding Period for such Maturity (the "hold -the -offering -price rule"), and (ii) any selling group agreement shall contain the agreement of each dealer who is a member of the selling group, and any retail distribution agreement shall contain the agreement of each broker -dealer who is a party to the retail distribution agreement, to comply with the hold -the -offering -price rule. Pursuant to such agreement, no Underwriter (as defined below) has offered or sold any Maturity of the Bonds at a price that is higher than the respective Initial Offering Price for that Maturity of the Bonds during the Holding Period. 2. Defined Terms. a) Holding Period means, for each Maturity of the Bonds, the period starting on the Sale Date and ending on the earlier of (i) the close of the fifth business day after the Sale Date (fifth business day being April 25, 2023), or (ii) the date on which the Underwriters have sold at least 10% of such Maturity of the Bonds to the Public at prices that are no higher than the Initial Offering Price for such Maturity. b) Issuer means the City of Waterloo, Iowa. c) Maturity means Bonds with the same credit and payment terms. Bonds with different maturity dates, or Bonds with the same maturity date but different stated interest rates, are treated as separate Maturities. d) Public means any person (including an individual, trust, estate, partnership, association, company, or corporation) other than an Underwriter or a related party to an Underwriter. The term "related party" for purposes of this certificate generally means any two or more persons who have greater than 50 percent common ownership, directly or indirectly. 20 Page 499 of 609 e) Sale Date means the first day on which there is a binding contract in writing for the sale of a Maturity of the Bonds. The Sale Date of the Bonds is April 18, 2023. f) Underwriter means (i) the Representative or any person that agrees pursuant to a written contract with the Issuer (or with the lead underwriter to form an underwriting syndicate) to participate in the initial sale of the Bonds to the Public, and (ii) any person that agrees pursuant to a written contract directly or indirectly with a person described in clause (i) of this paragraph to participate in the initial sale of the Bonds to the Public (including a member of a selling group or a party to a retail distribution agreement participating in the initial sale of the Bonds to the Public). g) The representations set forth in this certificate are limited to factual matters only. Nothing in this certificate represents the Representative's interpretation of any laws, including specifically Sections 103 and 148 of the Internal Revenue Code of 1986, as amended, and the Treasury Regulations thereunder. The undersigned understands that the foregoing information will be relied upon by the Issuer with respect to certain of the representations set forth in the Tax Exemption Certificate and with respect to compliance with the federal income tax rules affecting the Bonds, and by Ahlers & Cooney, P.C. in connection with rendering its opinion that the interest on the Bonds is excluded from gross income for federal income tax purposes, the preparation of the Internal Revenue Service Form 8038-G, and other federal income tax advice that it may give to the Issuer from time to time relating to the Bonds. Dated: June 1, 2023 Robert W. Baird & Co., Inc. By: Name: 21 Page 500 of 609 SCHEDULE A INITIAL OFFERING PRICES OF THE BONDS (Attached) 22 Page 501 of 609 SCHEDULE B PRICING WIRE OR EQUIVALENT COMMUNICATION 23 Page 502 of 609 02190842-1 \ 11310-158 SCHEDULE C BID FORM 24 Page 503 of 609 CONTINUING DISCLOSURE CERTIFICATE This Continuing Disclosure Certificate (the "Disclosure Certificate") is executed and delivered by the City of Waterloo, State of Iowa (the "Issuer"), in connection with the issuance of $6,000,000 General Obligation Bonds, Series 2023A (the "Bonds") dated June 1, 2023. The Bonds are being issued pursuant to a Resolution of the Issuer approved on May 1, 2023 (the "Resolution"). The Issuer covenants and agrees as follows: Section 1. Purpose of the Disclosure Certificate; Interpretation. This Disclosure Certificate is being executed and delivered by the Issuer for the benefit of the Holders and Beneficial Owners of the Bonds and in order to assist the Participating Underwriters in complying with S.E.C. Rule 15c2-12(b)(5). This Disclosure Certificate shall be governed by, construed and interpreted in accordance with the Rule, and, to the extent not in conflict with the Rule, the laws of the State. Nothing herein shall be interpreted to require more than required by the Rule. Section 2. Definitions. In addition to the definitions set forth in the Resolution, which apply to any capitalized term used in this Disclosure Certificate unless otherwise defined in this Section, the following capitalized terms shall have the following meanings: "Annual Financial Information" shall mean financial information or operating data of the type included in the final Official Statement, provided at least annually by the Issuer pursuant to, and as described in, Sections 3 and 4 of this Disclosure Certificate. "Beneficial Owner" shall mean any person which (a) has the power, directly or indirectly, to vote or consent with respect to, or to dispose of ownership of, any Bonds (including persons holding Bonds through nominees, depositories or other intermediaries), or (b) is treated as the owner of any Bonds for federal income tax purposes. "Business Day" shall mean a day other than a Saturday or a Sunday or a day on which banks in Iowa are authorized or required by law to close. "Dissemination Agent" shall mean the Issuer or any Dissemination Agent designated in writing by the Issuer and which has filed with the Issuer a written acceptance of such designation. "Financial Obligation" shall mean a (i) debt obligation; (ii) derivative instrument entered into in connection with, or pledged as security or a source of payment for, an existing or planned debt obligation; or (iii) guarantee of (i) or (ii). The term Financial Obligation shall not include municipal securities as to which a final official statement has been provided to the MSRB consistent with S.E.C. Rule 15c2-12. "Holders" shall mean the registered holders of the Bonds, as recorded in the registration books of the Registrar. "Listed Events" shall mean any of the events listed in Section 5(a) of this Disclosure Certificate. Page 504 of 609 "Municipal Securities Rulemaking Board" or "MSRB" shall mean the Municipal Securities Rulemaking Board, 1300 I Street NW, Suite 1000, Washington, DC 20005. "National Repository" shall mean the MSRB's Electronic Municipal Market Access website, a/k/a "EMMA" (emma.msrb.org). "Official Statement" shall mean the Issuer's Official Statement for the Bonds, dated April 18, 2023. "Participating Underwriter" shall mean any of the original underwriters of the Bonds required to comply with the Rule in connection with offering of the Bonds. "Rule" shall mean Rule 15c2-12 adopted by the Securities and Exchange Commission (S.E.C.) under the Securities Exchange Act of 1934, and any guidance and procedures thereunder published by the S.E.C., as the same may be amended from time to time. "State" shall mean the State of Iowa. Section 3. Provision of Annual Financial Information. a) The Issuer shall, or shall cause the Dissemination Agent to, not later than two hundred seventy (270) days after the end of the Issuer's fiscal year (presently June 30th), commencing with information for the 2022/2023 fiscal year, provide to the National Repository an Annual Financial Information filing consistent with the requirements of Section 4 of this Disclosure Certificate. The Annual Financial Information filing must be submitted in such format as is required by the MSRB (currently in "searchable PDF" format). The Annual Financial Information filing may be submitted as a single document or as separate documents comprising a package. The Annual Financial Information filing may cross-reference other information as provided in Section 4 of this Disclosure Certificate; provided that the audited financial statements of the Issuer may be submitted separately from the balance of the Annual Financial Information filing and later than the date required above for the filing of the Annual Financial Information if they are not available by that date. If the Issuer's fiscal year changes, it shall give notice of such change in the same manner as for a Listed Event under Section 5(c). b) If the Issuer is unable to provide to the National Repository the Annual Financial Information by the date required in subsection (a), the Issuer shall send a notice to the Municipal Securities Rulemaking Board, if any, in substantially the form attached as Exhibit A. c) The Dissemination Agent shall: i. each year file Annual Financial Information with the National Repository; and 2 Page 505 of 609 ii. (if the Dissemination Agent is other than the Issuer), file a report with the Issuer certifying that the Annual Financial Information has been filed pursuant to this Disclosure Certificate, stating the date it was filed. Section 4. Content of Annual Financial Information. The Issuer's Annual Financial Information filing shall contain or incorporate by reference the following: a) The last available audited financial statements of the Issuer for the prior fiscal year, prepared in accordance with generally accepted accounting principles promulgated by the Financial Accounting Standards Board as modified in accordance with the governmental accounting standards promulgated by the Governmental Accounting Standards Board or as otherwise provided under State law, as in effect from time to time, or, if and to the extent such financial statements have not been prepared in accordance with generally accepted accounting principles, noting the discrepancies therefrom and the effect thereof. If the Issuer's audited financial statements for the preceding years are not available by the time Annual Financial Information is required to be filed pursuant to Section 3(a), the Annual Financial Information filing shall contain unaudited financial statements of the type included in the final Official Statement, and the audited financial statements shall be filed in the same manner as the Annual Financial Information when they become available. b) A table, schedule or other information prepared as of the end of the preceding fiscal year, of the type contained in the final Official Statement under the captions: i. Local Option Tax Receipts ii. Retail Taxable Sales iii. Debt Information: Debt Limitation, Summary of Outstanding General Obligation Bonded Debt, General Obligation Debt, Summary of City's General Obligation Bonded Debt Service, Statement of Bonded Indebtedness iv. Property Assessment and Tax Information (formerly identified as "Property Tax Information"): Actual (100%) Valuations for the City, Taxable (Rollback) Valuations for the City, Tax Extensions and Collections, Principal Taxpayers, Property Tax Rates v. Financial Information: Statement of Net Position, Statement of Activities, Balance Sheet, Statement of Revenues, Expenditures and Changes in Fund Balance Any or all of the items listed above may be included by specific reference to other documents, including official statements of debt issues of the Issuer or related public entities, which have been filed with the National Repository. The Issuer shall clearly identify each such other document so included by reference. Section 5. Reporting of Significant Events. 3 Page 506 of 609 a) Pursuant to the provisions of this Section, the Issuer shall give, or cause to be given, notice of the occurrence of any of the following events with respect to the Bonds in a timely manner not later than 10 Business Days after the day of the occurrence of the event: i. Principal and interest payment delinquencies; ii. Non-payment related defaults, if material; iii. Unscheduled draws on debt service reserves reflecting financial difficulties; iv. Unscheduled draws on credit enhancements relating to the Bonds reflecting financial difficulties; v. Substitution of credit or liquidity providers, or their failure to perform; vi. Adverse tax opinions, the issuance by the Internal Revenue Service of proposed or final determinations of taxability, Notices of Proposed Issue (IRS Form 5701-TEB) or other material notices or determinations with respect to the tax-exempt status of the Series Bonds, or material events affecting the tax-exempt status of the Bonds; vii. Modifications to rights of Holders of the Bonds, if material; viii. Bond calls (excluding sinking fund mandatory redemptions), if material, and tender offers; ix. Defeasances of the Bonds; x. Release, substitution, or sale of property securing repayment of the Bonds, if material; xi. Rating changes on the Bonds; xii. Bankruptcy, insolvency, receivership or similar event of the Issuer; xiii. The consummation of a merger, consolidation, or acquisition involving the Issuer or the sale of all or substantially all of the assets of the Issuer, other than in the ordinary course of business, the entry into a definitive agreement to undertake such an action or the termination of a definitive agreement relating to any such actions, other than pursuant to its terms, if material; xiv. Appointment of a successor or additional trustee or the change of name of a trustee, if material; 4 Page 507 of 609 xv. Incurrence of a Financial Obligation of the Issuer, if material, or agreement to covenants, events of default, remedies, priority rights, or other similar terms of a Financial Obligation of the Issuer, any of which affect security holders, if material; and xvi. Default, event of acceleration, termination event, modification of terms or other similar events under the terms of a Financial Obligation of the Issuer, any of which reflect financial difficulties. b) Whenever the Issuer obtains the knowledge of the occurrence of a Listed Event, the Issuer shall determine if the occurrence is subject to notice only if material, and if so shall as soon as possible determine if such event would be material under applicable federal securities laws. c) If the Issuer determines that knowledge of the occurrence of a Listed Event is not subject to materiality, or determines such occurrence is subject to materiality and would be material under applicable federal securities laws, the Issuer shall promptly, but not later than 10 Business Days after the occurrence of the event, file a notice of such occurrence with the Municipal Securities Rulemaking Board through the filing with the National Repository. Section 6. Termination of Reporting Obligation. The Issuer's obligations under this Disclosure Certificate with respect to each Series of Bonds shall terminate upon the legal defeasance, prior redemption or payment in full of all of the Bonds of that Series or upon the Issuer's receipt of an opinion of nationally recognized bond counsel to the effect that, because of legislative action or final judicial action or administrative actions or proceedings, the failure of the Issuer to comply with the terms hereof will not cause Participating Underwriters to be in violation of the Rule or other applicable requirements of the Securities Exchange Act of 1934, as amended. Section 7. Dissemination Agent. The Issuer may, from time to time, appoint or engage a Dissemination Agent to assist it in carrying out its obligations under this Disclosure Certificate, and may discharge any such Agent, with or without appointing a successor Dissemination Agent. The Dissemination Agent shall not be responsible in any manner for the content of any notice or report prepared by the Issuer pursuant to this Disclosure Certificate. The initial Dissemination Agent shall be the Issuer. Section 8. Amendment; Waiver. Notwithstanding any other provision of this Disclosure Certificate, the Issuer may amend this Disclosure Certificate, and any provision of this Disclosure Certificate may be waived, provided that the following conditions are satisfied: a) If the amendment or waiver relates to the provisions of Section 3(a), 4, or 5(a), it may only be made in connection with a change in circumstances that arises from a change in legal requirements, change in law, or change in the identity, nature or status of an obligated person with respect to the Bonds, or the type of business conducted; 5 Page 508 of 609 b) The undertaking, as amended or taking into account such waiver, would, in the opinion of nationally recognized bond counsel, have complied with the requirements of the Rule at the time of the original issuance of the Bonds, after taking into account any amendments or interpretations of the Rule, as well as any change in circumstances; and c) The amendment or waiver either (i) is approved by the Holders of the Bonds in the same manner as provided in the Resolution for amendments to the Resolution with the consent of Holders, or (ii) does not, in the opinion of nationally recognized bond counsel, materially impair the interests of the Holders or Beneficial Owners of the Bonds. In the event of any amendment or waiver of a provision of this Disclosure Certificate, the Issuer shall describe such amendment in the next Annual Financial Information filing, and shall include, as applicable, a narrative explanation of the reason for the amendment or waiver and its impact on the type (or in the case of a change of accounting principles, on the presentation) of financial information or operating data being presented by the Issuer. In addition, if the amendment relates to the accounting principles to be followed in preparing financial statements, (i) notice of such change shall be given in the same manner as for a Listed Event under Section 5(c), and (ii) the Annual Financial Information filing for the year in which the change is made will present a comparison or other discussion in narrative form (and also, if feasible, in quantitative form) describing or illustrating the material differences between the financial statements as prepared on the basis of the new accounting principles and those prepared on the basis of the former accounting principles. Section 9. Additional Information. Nothing in this Disclosure Certificate shall be deemed to prevent the Issuer from disseminating any other information, using the means of dissemination set forth in this Disclosure Certificate or any other means of communication, or including any other information in any Annual Financial Information filing or notice of occurrence of a Listed Event, in addition to that which is required by this Disclosure Certificate. If the Issuer chooses to include any information in any Annual Financial Information filing or notice of occurrence of a Listed Event in addition to that which is specifically required by this Disclosure Certificate, the Issuer shall have no obligation under this Certificate to update such information or include it in any future Annual Financial Information filing or notice of occurrence of a Listed Event. Section 10. Default. In the event of a failure of the Issuer to comply with any provision of this Disclosure Certificate, any Holder or Beneficial Owner of the Bonds may take such actions as may be necessary and appropriate, including seeking mandate or specific performance by court order, to cause the Issuer to comply with its obligations under this Disclosure Certificate. Direct, indirect, consequential and punitive damages shall not be recoverable by any person for any default hereunder and are hereby waived to the extent permitted by law. A default under this Disclosure Certificate shall not be deemed an event of default under the Resolution, and the sole remedy under this Disclosure Certificate in the event of any failure of the Issuer to comply with this Disclosure Certificate shall be an action to compel performance. Section 11. Duties, Immunities and Liabilities of Dissemination Agent. The Dissemination Agent shall have only such duties as are specifically set forth in this Disclosure Certificate, and the Issuer agrees to indemnify and save the Dissemination Agent, its officers, 6 Page 509 of 609 directors, employees and agents, harmless against any loss, expense and liabilities which it may incur arising out of or in the exercise or performance of its powers and duties hereunder, including the costs and expenses (including attorneys' fees) of defending against any claim of liability, but excluding liabilities due to the Dissemination Agent's negligence or willful misconduct. The obligations of the Issuer under this Section shall survive resignation or removal of the Dissemination Agent and payment of the Bonds. Section 12. Beneficiaries. This Disclosure Certificate shall inure solely to the benefit of the Issuer, the Dissemination Agent, the Participating Underwriters and Holders and Beneficial Owners from time to time of the Bonds, and shall create no rights in any other person or entity. Section 13. Rescission Rights. The Issuer hereby reserves the right to rescind this Disclosure Certificate without the consent of the Holders in the event the Rule is repealed by the S.E.C. or is ruled invalid by a federal court and the time to appeal from such decision has expired. In the event of a partial repeal or invalidation of the Rule, the Issuer hereby reserves the right to rescind those provisions of this Disclosure Certificate that were required by those parts of the Rule that are so repealed or invalidated. Date: ATTEST: By: day of , 2023. Kelley Felchle, City Clerk 7 CITY OF WATERLOO, STATE OF IOWA By: Quentin M. Hart, Mayor Page 510 of 609 EXHIBIT A NOTICE TO NATIONAL REPOSITORY OF FAILURE TO FILE ANNUAL FINANCIAL INFORMATION Name of Issuer: City of Waterloo, Iowa. Name of Bond Issue: $6,000,000 General Obligation Bonds, Series 2023A Dated Date of Issue: June 1, 2023 NOTICE IS HEREBY GIVEN that the Issuer has not provided Annual Financial Information with respect to the above -named Bonds as required by Section 3 of the Continuing Disclosure Certificate delivered by the Issuer in connection with the Bonds. The Issuer anticipates that the Annual Financial Information will be filed by Dated: day of , 20 02177791-1\11310-158 CITY OF WATERLOO, STATE OF IOWA By: Its: Page 511 of 609 DELIVERY CERTIFICATE We the undersigned City Officials, do hereby certify that we are the officers, respectively below indicated, of a municipal corporation in the State of Iowa, known as the City of Waterloo, State of Iowa; that in pursuance of the provisions of Sections 384.25, 384.26 and 384.28, Code of Iowa, there have been heretofore lawfully authorized and this day by us lawfully executed, issued, caused to be registered, authenticated and delivered fully registered General Obligation Bonds, Series 2023A, of the City of Waterloo, State of Iowa, in the amount of $6,000,000, dated June 1, 2023, bearing interest and maturing as follows: Principal Interest Maturity Amount Rate June 1st $360,000 4.000% 2024 $305,000 4.000% 2025 $315,000 4.000% 2026 $330,000 4.000% 2027 $340,000 4.000% 2028 $355,000 4.000% 2029 $370,000 4.000% 2030 $385,000 4.000% 2031 $405,000 4.000% 2032 $425,000 4.000% 2033 $450,000 4.000% 2034 $470,000 4.000% 2035 $495,000 4.000% 2036 $495,000 4.000% 2037 $500,000 4.000% 2038 Each of the Bonds has been executed with the manual or facsimile signature of the Mayor and the manual or facsimile signature of the City Clerk of the City. The Bonds have been delivered to DTC on behalf of: Robert W. Baird & Co., Inc. of Milwaukee, Wisconsin and have been paid for in accordance with the terms of the contract of sale and at a price of $6,292,049.00, and accrued interest. We further certify that no controversy or litigation is pending, prayed or threatened involving the incorporation, organization, existence or boundaries of the City, or the titles of the undersigned City officers to their respective positions, or the validity of the Bonds, or the power and duty of the City to provide and apply adequate taxes for the full and prompt payment of the principal and interest of the Bonds, and that no measure or provision for the authorization or issuance of the Bonds has been repealed or rescinded. Page 512 of 609 We further certify that due provision has been made for the collection of sufficient taxes to meet all payments coming due, whether of principal or of interest on the Bond Issue; that all payments coming due before the next collection of the tax provided for as aforesaid will be paid promptly when due from cash on hand; and that the proceedings authorizing the issuance and delivery of the Bonds remain in full force and effect and have not been withdrawn, amended or rescinded. To the best of our knowledge, information and belief, we further certify that the Official Statement dated April 18, 2023, as of its date and the date hereof, did not and does not contain any untrue statement of material fact or omit to state a material fact necessary in order to make the statements made therein, in light of the circumstances under which they were made, not misleading. We further certify that each of the officers whose signatures appear on the Bonds were in occupancy and possession of their respective offices at the time the Bonds were executed and do hereby adopt and affirm their signatures appearing in the Bonds. We further certify that the present financial condition of the Bond is as follows: Assessed and taxable value of all taxable property within the City, except moneys and credits and tax free lands (Year 2023), according to the last completed State and County tax lists (100% - Before Rollback) $4,328,620,814 Total general obligation bonded indebtedness of the City, including this issue $122,550,000 All other general obligation indebtedness, (including warrants, judgments, contracts of purchase or lease/purchase, self-insurance or local government risk pool obligations, loan agreements, and revenue bonds issued under Code Section 403.9), of the City of any kind $8,060,287 Page 513 of 609 IN WITNESS WHEREOF, we have hereunto affixed our hands at the City of Waterloo, State of Iowa, this day of , 2023. Mayor City Clerk Finance Manager (CITY SEAL) 02190742-1\11310-158 Page 514 of 609 TRANSCRIPT CERTIFICATE I, the undersigned, being first duly sworn, do hereby depose and certify that I am the duly appointed, qualified and acting City Clerk of the City of Waterloo, State of Iowa, and that as such Clerk I have in my possession or have access to the complete corporate records of the City and of its Council and officials, and that I have carefully compared the transcript hereto attached with the aforesaid corporate records and that the transcript hereto attached is a true and complete copy of all the corporate records in relation to the authorization, issuance and disposition of $6,000,000 General Obligation Bonds, Series 2023A, of the City dated June 1, 2023, and that the transcript hereto attached contains a true and complete statement of all the measures adopted and proceedings, acts and things had, done and performed up to the present time, in relation to the authorization, issuance and disposition of the Bonds, and that the City Council consists of a Mayor and seven (7) Council Members, and that the offices were duly and lawfully filled by the individuals listed in the attached transcript as of the dates and times referred to therein. I further certify that the City is and throughout the period of such proceedings has been governed under the Mayor/Council form of municipal government authorized by Chapter 372, Code of Iowa, under the provisions of its charter as recorded with the Secretary of State. I further certify that according to the records in my office, the named members of the Council were duly and regularly elected to such office, and were, during all of the year 2023, and now are, the legally elected, constituted and acting City Council of the City. I further certify that no litigation is pending, prayed or threatened affecting the validity of the Bonds hereinabove referred to, nor affecting the title of any of the City officers and Council Members to their official positions. I further certify that all meetings of the City Council of the City at which action was taken in connection with the Bonds were open to the public at all times in accordance with a notice of meeting and tentative agenda, a copy of which was timely served on each member of the Council and was duly given at least twenty-four hours prior to the commencement of the meeting by notification of the communications media having requested such notice and posted on a bulletin board or other prominent place designated for the purpose and easily accessible to the public at the principal office of the Council all pursuant to the provisions and in accordance with the conditions of the local rules of the Council and Chapter 21, Code of Iowa. I further certify that no City officer or employee has any interest in the contract for the sale of the Bonds or any matter incidental thereto, according to my best knowledge and belief. WITNESS my hand and the seal of the City hereto attached this day of , 2023, at Waterloo, Iowa. City Clerk, City of Waterloo, State of Iowa (SEAL) Page 515 of 609 Finally, the below stated officers whose signatures appear hereafter are now the duly qualified and acting officials of the City, possessed of the offices as designated below, to -wit: Mayor: Quentin Hart (Original Signature) City Clerk: Kelley Felchle (Original Signature) Finance Manager: Bridgett Wood STATE OF IOWA COUNTY OF BLACK HAWK ) ) SS ) (Original Signature) Subscribed and sworn to before me by Quentin Hart, Kelley Felchle and Bridgett Wood on this day of , 2023. (SEAL) 02190741-1 \ 11310-158 Notary Public in and for Black Hawk County, Iowa Page 516 of 609 AUTHENTICATION ORDER The undersigned Finance Manager of the City of Waterloo, State of Iowa (the "Issuer"), pursuant to a resolution of the City Council of the City of Waterloo, authorizing the issuance and delivery of the Bonds, acting for and on behalf of the Issuer, hereby deliver to UMB Bank, N.A. (the "Registrar") $6,000,000 aggregate principal amount of the Issuer's General Obligation Bonds, Series 2023A, dated June 1, 2023 in fully registered form, bearing interest, maturing and conforming to the specifications set forth in the Resolution (the "Bonds"). Each Bond has been executed on behalf of the Issuer with the manual or facsimile signature of the Mayor and the manual or facsimile signature of the City Clerk. The signatures are hereby ratified, affirmed and adopted. The seal of the Issuer is printed or impressed thereon. The Registrar is hereby requested to authenticate the Bonds and to complete the records with respect to registration as provided in the Bond Resolution and the instructions of the Original Purchaser as to designation of owners of the Bonds. Upon such authentication, the Registrar is authorized to deliver the Bonds on behalf of Issuer to the Original Purchaser, Robert W. Baird & Co., Inc., or their registered assigns, upon receipt of payment therefor in immediately available funds of the agreed purchase price plus accrued interest to the date of delivery as shown on Exhibit A attached hereto and incorporated herein, subject to the receipt at closing of the opinion of bond counsel. The Original Purchaser shall deposit the monies to the account of Issuer as designated in Exhibit A. The acknowledgment of receipt of the Bonds by the Original Purchasers, or registered assigns, shall be evidenced by separate signed receipts or certificates. Dated: this (SEAL) day of , 2023 Finance Manager Page 517 of 609 EXHIBIT A Closing Amounts Deposit of Funds Instructions (See attached closing letter of the Financial Consultant) 02190739-1 \ 11310-158 Page 518 of 609 COUNTY AUDITOR'S CERTIFICATE I, , County Auditor of Black Hawk County, State of Iowa, hereby certify that on the day of , 2023 there was filed in my office the Resolution of the City Council of the City of Waterloo, State of Iowa, adopted on the 1st day of May, 2023, such Resolution levying a tax for the purpose of paying principal and interest on $6,000,000 of General Obligation Bonds, Series 2023A, dated June 1, 2023, and authorizing the issuance of the Bonds. (COUNTY SEAL) County Auditor of Black Hawk County, State of Iowa 0219073 8-1 \ 11310-158 Page 519 of 609 Form 8038-G (Rev. October 2021) Department of the Treasury Internal Revenue Service Part I Information Return for Tax -Exempt Governmental Bonds ► Under Internal Revenue Code section 149(e) ► See separate instructions. Caution: If the issue price is under $100,000, use Form 8038-GC. ► Go to www.irs.gov/F8038G for instructions and the latest information. OMB No. 1545-0047 Reporting Authority Check box if Amended Return ► ❑ 1 Issuer's name City of Waterloo, State of Iowa 2 Issuer's employer identification number (EIN) 3a Name of person (other than issuer) with whom the IRS may communicate about this return (see instructions) 3b Telephone number of other person shown on 3a 4 Number and street (or P.O. box if mail is not delivered to street address) 715 Mulberry Street Room/suite 5 Report number (For IRS Use Only) 13 6 City, town, or post office, state, and ZIP code Waterloo, Iowa 50703 7 Date of issue 06/01/2023 8 Name of issue $6,000,000 General Obligation Bonds, Series 2023A 9 CUSIP number 941647 T66 10a Name and title of officer or other employee of the issuer whom the IRS may call for more information Bridgett Wood, Finance Manager 10b Telephone number of officer or other employee shown on 10a 319-291-4323 Part II Type of Issue (Enter the issue price.) See the instructions and attach schedule. 11 Education 12 Health and hospital 13 Transportation 14 Public safety 15 Environment (including sewage bonds) 16 Housing 17 Utilities 18 Other. Describe ► See attached 19a If bonds are TANs or RANs, check only box 19a b If bonds are BANs, check only box 19b 20 If bonds are in the form of a lease or installment sale, check box Part III ► ► ❑ ► ❑ Description of Bonds. Complete for the entire issue for which this form is being filed. 11 12 13 14 15 16 17 18 21 (a) Final maturity date (b) Issue price (c) Stated redemption price at maturity (d) Weighted average maturity (e) Yield 06/01/2038 $ 6,394,780.25 $ 6,000,000 8.694 years 2.861835 Part IV Uses of Proceeds of Bond Issue (including underwriters' discount) 22 Proceeds used for accrued interest 23 Issue price of entire issue (enter amount from line 21, column (b)) 24 Proceeds used for bond issuance costs (including underwriters' discount) 25 Proceeds used for credit enhancement 26 Proceeds allocated to reasonably required reserve or replacement fund 27 Proceeds used to refund prior tax-exempt bonds. Complete Part V . . 28 Proceeds used to refund prior taxable bonds. Complete Part V . . . 29 Total (add lines 24 through 28) 30 24 25 26 27 28 176,596.25 -0- -0- -0- -0- 22 23 -0- 6,394,780.25 Nonrefunding proceeds of the issue (subtract line 29 from line 23 and enter amount here) Part V 29 30 176,596.25 6,218,184.00 Description of Refunded Bonds. Complete this part only for refunding bonds. 31 Enter the remaining weighted average maturity of the tax-exempt bonds to be refunded . . 32 Enter the remaining weighted average maturity of the taxable bonds to be refunded . . . 33 Enter the last date on which the refunded tax-exempt bonds will be called (MM/DD/YYYY) . 34 Enter the date(s) the refunded bonds were issued ► (MM/DD/YYYY) ► ► 0.0000 years 0.0000 years For Paperwork Reduction Act Notice, see separate instructions. Cat. No. 63773S Form 8038-G (Rev. 10-2021) Page 520 of 609 Form 8038-G (Rev. 10-2021) Page 2 Part VI Miscellaneous 35 Enter the amount of the state volume cap allocated to the issue under section 141(b)(5) . . . . 35 -0- 36a Enter the amount of gross proceeds invested or to be invested in a guaranteed investment contract (GIC). See instructions 36a -0- b Enter the final maturity date of the GIC ► (MM/DD/YYYY) c Enter the name of the GIC provider ► - 37 Pooled financings: Enter the amount of the proceeds of this issue that are to be used to make loans to other governmental units 37 -0- 38a If this issue is a loan made from the proceeds of another tax-exempt issue, check box ► ❑ and enter the following information: b Enter the date of the master pool bond ► (MM/DD/YYYY) c Enter the EIN of the issuer of the master pool bond ► d Enter the name of the issuer of the master pool bond ► 39 If the issuer has designated the issue under section 265(b)(3)(B)(i)(III) (small issuer exception), check box . . ► ❑ 40 If the issuer has elected to pay a penalty in lieu of arbitrage rebate, check box ► ❑ 41a If the issuer has identified a hedge, check here ► ❑ and enter the following information: b Name of hedge provider ► - c Type of hedge ► - d Term of hedge ► - 42 If the issuer has superintegrated the hedge, check box ► ❑ 43 If the issuer has established written procedures to ensure that all nonqualified bonds of this issue are remediated according to the requirements under the Code and Regulations (see instructions), check box ► ❑✓ 44 If the issuer has established written procedures to monitor the requirements of section 148, check box ► ❑✓ 45a If some portion of the proceeds was used to reimburse expenditures, check here ► ❑ and enter the amount of reimbursement ► b Enter the date the official intent was adopted ► (MM/DD/YYYY) Under penalties of perjury, I declare that I have examined this return and accompanying schedules and statements, and to the best of my knowledge Sinature and belief, they are true, correct, and complete. I further declare that I consent to the IRS's disclosure of the issuer's return information, as necessary to g process this return, to the person that I have authorized above. and Consent Signature of issuer's authorized representative ' Bridgett Wood, Finance Manager Date Type or print name and title Paid Preparer Use Only Print/Type preparer's name Kristin Billingsley Cooper Firm's name ► Ahlers & Cooney, P.0 Preparer's signature Firm's address ► 100 Court Avenue, Suite 600, Des Moines, Iowa 50309 Date Check ❑ if self -employe Firm's EIN ► Phone no. PTIN d P02001942 42-1323559 515-243-7611 Form 8038-G (Rev. 10-2021) Page 521 of 609 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Keith Kaspari, Director May 1, 2023 Airport Department AGENDA ITEM TITLE Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., in an amount not to exceed $423,000.00, for project administration and inspection services associated with the Waterloo Regional Airport Pavement Rehabilitation of Taxiway Alpha East, Taxiway Echo, and Runway 12/30 and the Pavement Reconstruction of Taxiway Alpha West, and authorizing the Mayor and City Clerk to execute said documents. RECOMMENDED COUNCIL ACTION Approve of the Request by Staff SUMMARY STATEMENT AND BACKGROUND INFORMATION This request by Airport Staff is for the engineering services for the construction, administration and inspection services for the pavement rehabilitation and pavement reconstruction services for pavement work estimated to be completed in 2023 (Pavement Rehab); and, 2024 (Pavement Recon). NEIGHBORHOOD IMPACT Pavement Rehab project is expected to have some impact to the East Ramp Hangar Tenants as this project includes rehabilitative services for the taxiway access to and from this area of the airfield. DATA, ANALYSIS, AND STRATEGIES N/A for this request by Staff IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION Staff has already started the communication to all airfield tenants on this anticipated 45-calendar day (start to finish), and federally funded project. Unfortunately, no project start date has been provided. COMMUNITY ENGAGEMENT METHODS Staff has already started this communication process. SOURCE OF EXPENDITURES Project funds for the completion of this work will be derived via a fundng allocation, as follows: 90% via the Federal Aviation Administration via Grant Nos: 3-19-0094-0053 and 3-19-0094-0056 ( BIL) 10% via the City of Waterloo - FY-2024 Bonding Application. Page 522 of 609 ALTERNATIVE ACTION N/A for this request by Staff. LEGAL DESCRIPTION N/A for this request by Staff. ATTACHMENTS 1. 04 21 2023 ALO Taxiway A West Pavement Rehab CRS Agreement Page 523 of 609 .4ECOM AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com CONSTRUCTION -RELATED SERVICES (CRS) PAVEMENT REHABILITATION RECONSTRUCT TAXIWAY A WEST FAA AIP NO. 3-19-0094-053 FAA AIP NO. 3-19-0094-056 (BIL) WATERLOO REGIONAL AIRPORT WATERLOO, IOWA Project Description - See Attached Exhibit A, Scope of Services Scope of Services - See Attached Exhibit A, Scope of Services Compensation Compensation for services for this project shall be a cost-plus fixed fee not to exceed Four Hundred Twenty -Three Thousand Dollars ($423,000.00). 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. The conditions in the attached Exhibit C, Federal Contract Provisions for A/E Agreements, shall replace Exhibit B, Federal Provisions of the Professional Services Agreement. 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 Page 524 of 609 AECOM Page 1 EXHIBIT A SCOPE OF SERVICES FOR CONSTRUCTION -RELATED SERVICES (CRS) PAVEMENT REHABILITATION RECONSTRUCT TAXIWAY A WEST FAA AIP NO. 3-19-0094-053 FAA AIP NO. 3-19-0094-056 (BIL) WATERLOO REGIONAL AIRPORT WATERLOO, IOWA I. Project Description This work is included in the 2023 FAA AIP / BIL Funded Improvements at the Waterloo Regional Airport, Waterloo, Iowa. The project involves the following major construction elements: Reconstruct Taxiway A West • Reconstruct the asphalt section of Taxiway A from Runway 18/36 to the Taxiway B intersection at the Terminal Apron, including markings • Replace taxiway guidance signs in area of reconstructed Taxiway A with new LED signs • Replace taxiway edge lights in area of reconstructed Taxiway A with new LED lights • Remove asphalt shoulders along Taxiway A and construct unpaved shoulders • Reconstruct section of GA Apron adjacent to Charter Apron Pavement Rehabilitation • Application of pavement penetrating sealer to Runway 12/30 outside of Runway 18/36 Runway Safety Area, Taxiway A from Taxiway B to Runway 12/30 and Taxiway E • Removal of pavement marking within the areas receiving the penetrating sealer and for the Runway Land and Hold Short Marking on Runway 18/36 • Pavement marking • Cleaning and sealing of cracks and joints in asphalt pavements. The Taxiway A Reconstruction includes approximately 6,500 square yards of 7-inch Portland Cement Concrete pavement, 2,450 square yards of 12.5-inch Portland Cement Concrete pavement, 3,800 linear feet of subdrain, 16,800 square feet of pavement marking, a medium intensity taxiway lighting system, including replacement of lighted airfield guidance signs grading, and surface restoration along the taxiway. The Pavement Rehabilitation includes pavement penetrating sealer on Runway 12/30, Taxiway A East and Taxiway E of 156,500 square yards, 130,000 square feet of pavement marking and 61,000 linear feet of joint sealing. Page 525 of 609 AECOM Page 2 II. General Project Scope The work to be performed by the Consultant shall encompass and include detailed work, services, materials, equipment and supplies necessary to provide construction -phase services. The design phase has been completed and the project is currently in the bid phase. The construction -phase services shall be divided into the following tasks: Construction -Phase Services 1. Assemble Construction Documents. This task consists of assisting the Sponsor in assembling the contract documents for execution by the Contractor and the Sponsor. 2. Issued for Construction Project Documents. This task consists of preparing eleven (11) sets of plans and project manuals issued for construction. a. FAA. One (1) electronic copy of the issued for construction set of plans and project manual. All plans will be half-size (11" x 17"). b. Sponsor. Two (2) hard -bound copies of the issued for construction set of plans and project manual (office file, project engineer, project construction observer and project surveyor). All plans will be half-size (11" x 17"). c. Consultant. Four (4) hard -bound copies of the issued for construction set of plans and project manual (office file, project engineer, project construction observer and project surveyor). All plans will be half-size (11" x 17"). d. Contractor. Five (5) hard -bound copies of the issued for construction set of plans and project manual. Four (4) sets will be half-size (11" x 17") and one set will be full-size (22" x 34"). 3. Pre -Construction Conferences. This task consists of preparation of meeting agenda, attending and conducting one pre -construction conference for each project with representatives of the Contractor, Sponsor, Consultant, FAA and affected utilities, preparing meeting minutes and distribution to all meeting attendees and critical organizations not represented at the meeting. Preconstruction conference will be attended by the Project Manager, Construction Engineer and the Resident Project Representative. 4. Construction Surveying. This task consists of establishing horizontal and vertical control for both projects. In addition, this task includes checking the Contractor survey notes for accuracy and method of staking for Taxiway A West. Contractor's survey will be checked prior to beginning work in the area staked, and periodically for grade and alignment. The survey notes received from the Contractor will be organized, checked and filed for reference during the project. 5. Shop Drawings and Submittals. This task consists of reviewing the following shop drawings and other submittals from the Contractor as required by the contract documents for conformance with the design concept of the project and compliance with the information given in the contract documents. Submittals and shop drawings will also be reviewed for compliance with Buy American Provisions of the contract. Page 526 of 609 AECOM Page 3 Reconstruct Taxiway A West a. Contractor's Safety Plan Compliance Document (SPCD) b. Embankment Material c. Silt Fence d. Subbase Course e. Crushed Aggregate Base Course f. Cement Treated Permeable Base Course g. Portland Cement Concrete Pavement h. Joint Sealant Runway and Taxiway Paint j. Reflective Media k. Pipe Underdrains Underdrain Cleanouts m. Aircraft Tie Down Anchors n. Seeding o. Topsoiling p. Mulching q. Light Fixtures r. Light Bases s. Connector Kits t. Heat Shrink Kits u. Fixture Tags v. Conduit w. Handholes x. Wire y. Counterpoise Wire z. Ground Rods aa. Exothermic Welds bb. Wire Tags cc. Guidance Signs dd. Structural Concrete Pavement Rehabilitation a. Contractor's Safety Plan Compliance Document (SPCD) b. Pavement Penetrating Sealer c. Crushed Aggregate Base Course d. Joint Sealant e. Runway and Taxiway Paint f. Reflective Media 6. Construction Observation Programs (COP). This task consists of preparation of the COP for Taxiway A West which will detail the measures and procedures that are required to assure conformance with the approved plans and specifications. This program will be developed in accordance with the FAA Central Region AIP Sponsor Guide Section 1000 and submitted for FAA review and approval. The Contractor shall be provided with copies of the FAA -approved COP at least 10 calendar days before the pre -construction conference. 7. Construction Assistance. This task consists of answering design interpretation questions from the Sponsor, Contractor, review staff and appropriate agencies. Page 527 of 609 AECOM Page 4 8. Pay Applications and Reimbursement Forms. This task consists of preparing and processing monthly applications for payment to the Contractor and forwarding to the Sponsor for execution with recommendations for approval and payment. This task assumes that seven (7) pay applications will be processed for the Taxiway A West Project and four (4) pay applications for the Pavement Rehabilitation Project. 9. Labor and Payroll Reports. This task consists of reviewing weekly labor and payroll reports for compliance with Davis -Bacon Act, conducting on -site employee interviews, conducting E.E.O. site inspections and completion of GSA Form 1445. It is anticipated that twenty (20) on -site interviews will be completed for the Taxiway A West Project and ten (10) on -site interviews will be completed for the Pavement Rehabilitation Project for wage rate compliance. Original documents will be submitted to the Sponsor at completion of project for storage. 10. Testing of Materials. This task consists of providing field testing and materials testing for the Taxiway A West Project in accordance with the COP. Braun Intertec will provide quality assurance testing as identified in the COP. 11. Engineer Site Visits. This task consists of the project manager and/or engineer conducting a total of fifteen (15) periodic site visits to the construction site by design personnel at appropriate stages of construction to observe the progress, safety and quality of the construction. The engineer's representative will meet with the representatives of the Sponsor and the Consultant to discuss the project's progress and to identify areas of concern to facilitate the construction. For each engineer site visit, a detailed site visit memo shall be prepared summarizing the visit and submitted to the Sponsor. These site visits are separate from construction observation. It is anticipated that eleven (11) site visits will occur during the Taxiway A West Project and four (4) site visits will occur during the Pavement Rehabilitation Project. 12. Change Orders. This task consists of coordinating with the Sponsor and Contractor in preparing and processing contract change orders. Change orders will be submitted to FAA for review and approval prior to their execution. It is anticipated that a maximum of two (2) change orders will be processed for each project. 13. Pre -Paving Conference. This task consists of a meeting with the Contractor, quality assurance testing lab, resident project representative and the project manager to discuss the testing requirements and paving plan to assure that controls are in place to meet the project specifications prior to beginning paving operations for the Taxiway A West Project. 14. Construction Observation. This task consists of providing field observation during construction to review the work of the Contractor to determine if the work is proceeding in general accordance with the contract documents and that completed work appears to conform to the contract documents. Also included in this task will be the monitoring of DBE participation in the project. Construction observation is based on providing one on -site resident project representative for eight (8) hours per day for the full construction contract time of one hundred sixty-five (165) calendar days. Staffing requirements may be adjusted during the project in relation to the level of construction activity. Taxiway A West Project has a construction contract time of 120 calendar days (at 8 regular hours/day) and Pavement Rehabilitation Project has a construction contract time of 45 calendar days (at 8 Page 528 of 609 AECOM Page 5 regular hours/day). It is conservatively assumed the projects will not be completed concurrently. During paving operations for the Taxiway A West Project, an additional representative will be on -site for an approximate 28 calendar days (at 10 regular hours/day). 15. Weekly Construction Meetings. This task consists of meeting with the airport staff, tenants, and the Contractor for weekly progress meetings throughout the construction phase of the project. The meeting is to discuss project status, safety, operations, construction issues and upcoming construction schedule. It is anticipated that 17 weekly construction meetings will occur for the Taxiway A West Project and 7 for the Pavement Rehabilitation Project. 16. Weekly Construction Reports. This task consists of preparation and the 24 weekly submittals of FAA Form 5370-1, Construction Progress and Inspection Report, to the Sponsor and FAA. Reports will be completed in accordance with the AIP Sponsor Guide. A summary of the testing conducted and test results in each week and in -progress construction photographs shall be attached to each weekly report. A similar report format may be used if approved by the FAA. It is anticipated that 17 weekly construction reports will occur for the Taxiway A West Project and 7 for the Pavement Rehabilitation Project. 17. Non -Compliance Reporting. This task consists of reporting to the Sponsor any work believed to be unsatisfactory, faulty or defective or does not conform to the contract documents and advising the Sponsor of any work that should be corrected or rejected. 18. Contractor Modifications. This task consists of reviewing, evaluating and making recommendations to the Sponsor and FAA for consideration on suggestions for modifications that have been proposed by the Contractor. 19. Project Files. This task consists of maintaining files for correspondence, reports of the job conferences, shop drawings, and sample submissions, reproductions of original contract documents including addenda, change orders, field modifications, additional drawings issued subsequent to the execution of the contract, Engineer clarifications and interpretations of the contract documents, progress reports and other project -related documents. 20. Daily Reports. This task consists of the resident project representative keeping a diary, log book or report for those times on site, recording hours on the job site; weather conditions; data relative to questions of extras or deductions; list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors; activities; decisions, observations in general and specific observations in more detail, when necessary, as in the case of observing test procedures. As part of this task, weekly construction progress and inspection reports will be prepared and submitted to the FAA for each project/grant. 21. Punch List. This task consists of conducting a review of each project near completion and preparing a list of items Punch List to be completed or corrected. 22. Final Review. This task consists of performing a field observation for each project of the completed projects before a final application for payment is processed for the Contractors. Page 529 of 609 AECOM Page 6 23. Project Closeout. This task consists of assisting the Sponsor with project completion and final closeout documentation from the Contractor for the FAA by providing the required documentation as identified in the Central Region Airports Division AIP Sponsor Guide Section 1600. There will be separate closeout efforts for each grant. They will include a combined Final Construction Report with a combined Final Project Cost Summary therein but separate Sponsor Cover letters and separate 271 and 425 forms. a. Final Outlay Report — Standard Form SF-271 b. Federal Financial Report — Standard Form SF-425 c. Final Project Cost Summary d. Summary of DBE Utilization e. Final Construction Report 1) Brief Narrative of Work Accomplished 2) Summary of Key Milestone Dates 3) Contract Time, Including Explanation of Liquidated Damages (If Required) 4) Statement of Compliance With Contract Labor Provisions 5) Administrative Costs 6) Engineering Costs 7) Force Account (If Any) 8) Construction Costs 9) Buy American Provisions 10) Airfield Lighting Equipment 11) Construction Material Testing and Acceptance 12) Final Inspection Report/Record of Completion 13) Contractor's Final Statement of Completion 14) Project Photographs f. As -Built Record Drawings 24. Record Drawings. This task consists of providing the Sponsor with a copy of Record Drawings of the construction plans for each project based on the construction observation records of the review staff and Contractor showing those changes made during construction considered significant. Two copies of the Record Drawings in electronic and reproducible format will be provided to the Sponsor. One electronic copy would be for the FAA. Electronic drawings shall be in MicroStation V8 format. 25. Construction Administration. This task consists of construction 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\PROFWLO 2023 Impr CRS.doc Page 530 of 609 Exhibit B Pavement Rehabilitation / Reconstruct Taxiway A West Waterloo Regional Airport Waterloo, Iowa FAA AIP Project No. 3-19-0094-053 / FAA AIP Project No. 3-19-0094-056 (BIL) Construction Related Services Consultant Cost Summary Direct Labor Cost Category Hours Rate/Hour Amount Senior Professional 182 $99.80 $18,163.60 Project Professional 372 $76.65 $28,513.80 Staff Professional 198 $55.50 $10,989.00 Professional 104 $33.60 $3,494.40 CADD Operator II 52 $39.05 $2,030.60 CADD Operator I 24 $26.30 $631.20 Senior Technician 1584 $44.70 $70,804.80 Technician 444 $31.60 $14,030.40 Project Support 182 $37.85 $6,888.70 3142 II. Payroll Burden and Overhead Costs III. Direct Project Expenses 123.50% Category Units Rate/Unit Amount Mileage 3900 0.655 2,554.50 Per Diem 0 50.00 0.00 Lodging 0 90.00 0.00 B/W Copies 3,000 0.06 180.00 Color Copies 500 0.22 110.00 Plan Copier 100 0.50 50.00 EDM Equipment 72 12.50 900.00 GPS Equipment 20 25.00 500.00 Miscellaneous, Other 1,000.00 IV. AECOM Estimated Actual Costs Rounded V. Subcontract Expense Braun - Geotechnical Investigation VI. Estimated Actual Costs VII. Fixed Fee (15% of Items I & II) Rounded VIII. Maximum Amount Payable $155,546.50 $192,099.93 $5,294.50 $352,940.93 $352,900.00 $18,000.00 $370,900.00 $52,100.00 $423,000.00 Page 531 of 609 Exhibit B Pavement Rehabilitation / Reconstruct Taxiway A West Waterloo Regional Airport Waterloo, Iowa FAA AIP Project No. 3-19-0094-053 / FAA AIP Project No. 3-19-0094-056 (BIL) Construction Related 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 Assemble Construction Documents 2 2 4 2 Issued for Construction Project Documents 2 4 4 10 3 Pre -Construction Conference 4 4 4 12 4 Construction Surveying a. Set Project Control 6 8 8 22 b. Grade Checks (4 Times) 0 Bottom of 6 inch Aggregate Base 16 16 16 48 Top of 6 inch Aggregate Base 16 16 16 48 Top of 5 Inch Cement Treated Base 16 16 16 48 Top PCC 16 16 16 48 c. Grade Checks on Shoulder Grading 8 8 16 d. Check Light and Sign Locations 16 16 32 e. Prepare Spreadsheet for Grade Checks 4 4 f. As -Built Lights, Handholes, Signs, Pavement Markings and Storm Sewer 12 12 24 g. Review Field Notes from Contractor 24 40 64 5 Shop Drawings and Submittals 4 16 48 48 8 124 6 Construction Observation Program 2 12 4 4 22 7 Construction Assistance 12 24 24 4 20 84 8 Pay Applications and Reimbursements 2 4 12 6 24 9 Labor and Payroll Reports 40 40 10 Testing of Materials 2 4 8 14 11 Site Visits 48 48 24 120 12 Change Orders 4 8 4 2 18 13 Pre -Paving Conference 2 4 2 8 14 Construction Observation 1300 300 1600 15 Weekly Construction Meetings 16 56 48 16 136 16 Weekly Construction Reports 24 40 40 104 17 Non -Compliance Reporting 4 4 8 18 Contractor Modifications 8 8 16 19 Project Files 16 16 20 Daily Reports 8 24 40 16 88 21 Punch List 8 8 8 8 32 22 Final Review 8 8 8 24 23 Project Close-out 8 28 4 4 20 20 2 86 24 Record Drawings 2 24 24 24 24 98 25 Construction Administration 60 40 100 Total Design Services 182 372 198 104 52 24 1584 444 182 3142 Page 532 of 609 FEDERAL CONTRACT PROVISIONS FOR A/E AGREEMENTS ALL REFERENCES MADE HEREIN TO "CONTRACTOR", "PRIME CONTRACTOR", "BIDDER", "OFFEROR", AND "APPLICANT" SHALL PERTAIN TO THE ARCHITECT/ENGINEER (A/E). ALL REFERENCES MADE HEREIN TO "SUBCONTRACTOR", "SUB -TIER CONTRACTOR" OR "LOWER TIER CONTRACTOR" SHALL PERTAIN TO ANY SUBCONSULTANT UNDER CONTRACT WITH THE A/E. ALL REFERENCES MADE HEREIN TO "SPONSOR" AND "OWNER" SHALL PERTAIN TO THE STATE, CITY, AIRPORT AUTHORITY OR OTHER PUBLIC ENTITY EXECUTING CONTRACTS WITH THE A/E. ACCESS TO RECORDS AND REPORTS Reference: 2 CFR § 200.333, 2 CFR § 200.336, and FAA Order 5100.38 The contractor must maintain an acceptable cost accounting system. The contractor agrees to provide the Sponsor, the Federal Aviation Administration, and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers, and records of the contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed. CIVIL RIGHTS —GENERAL Reference: 49 USC § 47123 The contractor agrees that it will comply with pertinent statutes, Executive Orders and such rules as are promulgated to ensure that no person shall, on the grounds of race, creed, color, national origin,sex, age, or disability be excluded from participating in any activity conducted with or benefitingfrom Federal assistance. This provision binds the contractor and sub -tier contractors from the bid solicitation period through the completion of the contract. This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. CIVIL RIGHTS — TITLE VI ASSURANCE Reference: 49 USC § 47123 and FAA Order 1400.11 A) Title VI Solicitation Notice The (Name of Sponsor), in accordance with the provisions of Title VI of the Civil Rights Actof 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifiesall bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fairopportunity to submit bids in response to this invitation and will not be discriminated against onthe grounds of race, color, or national origin in consideration for an award. Page 1 of 11 Updated November 12, 2019 Page 533 of 609 B) Title VI Clauses for Compliance with Nondiscrimination Requirements During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees asfollows: 1) Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they maybe amended from time to time, which are herein incorporated by reference and made a part of this contract. 2) Non-discrimination: The contractor, with regard to the work performed by it during thecontract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. 3) Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work tobe performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color, or national origin. 4) Information and Reports: The contractor will provide all information and reports required by the Nondiscrimination Acts and Authorities, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the sponsor or the Federal Aviation Administration, as appropriate, and will setforth what efforts it has made to obtain the information. 5) Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non- discrimination provisions of this contract, the sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the contractor under the contract until the contractorcomplies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6) Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Nondiscrimination Acts and Authorities, and directives issued pursuant thereto. The contractorwill take action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the sponsor to enter into any litigation to protect the interests of the sponsor. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. Page 2 of 11 Updated November 12, 2019 Page 534 of 609 C) Title VI List of Pertinent Nondiscrimination Authorities During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252),(prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination in Federally -Assisted Programs of The Department of Transportation —Effectuation of Title VI of The Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal -aid programs and projects); • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal -aid recipients, sub -recipients and contractors, whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 — 12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low -Income Populations, which ensures non-discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). Page 3 of 11 Updated November 12, 2019 Page 535 of 609 DISADVANTAGED BUSINESS ENTERPRISE Reference: 49 CFR part 26 Contract Assurance (§ 26.13) - The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carryout applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract,which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Prompt Payment (§26.29) - The prime contractor agrees to pay each subcontractor under thisprime contract for satisfactory performance of its contract no later than thirty (30) calendar days fromthe receipt of each payment the prime contractor receives from the Sponsor. The prime contractoragrees further to return retainage payments to each subcontractor within thirty (30) calendar days afterthe subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the Sponsor. This clause applies to both DBE and non -DBE subcontractors. ENERGY CONSERVATION REQUIREMENTS Reference: 2 CFR § 200, Appendix II (H) Contractor and each subcontractor agree to comply with mandatory standards and policies relating to energy efficiency as contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. 6201 et seq). FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) Reference: 29 USC § 201, et seq. All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR part 201, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, and child labor standards for full and part time workers. The Consultant has full responsibility to monitor compliance to the referenced statute or regulation. The Consultant must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor — Wage and Hour Division. OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 Reference: 20 CFR part 1910 All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. Contractor must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The Contractor retains full responsibility to monitor its compliance and their subcontractor's compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (20 CFR Part 1910). Contractor must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor — Occupational Safety and Health Administration. Page 4 of 11 Updated November 12, 2019 Page 536 of 609 RIGHT TO INVENTIONS Reference: 2 CFR § 200 Appendix II (F) and 37 CFR §401 Contracts or agreements that include the performance of experimental, developmental, or research work must provide for the rights of the Federal Government and the Owner in any resulting invention as established by 37 CFR part 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms under Government Grants, Contracts, and Cooperative Agreements. This contract incorporates by reference the patent and inventions rights as specified within in the 37 CFR §401.14. Contractor must include this requirement in all sub -tier contracts involving experimental, developmental or research work. SEISMIC SAFETY Reference: 49 CFR part 41 In the performance of design services, the Consultant agrees to furnish a building design and associated construction specification that conform to a building code standard which provides a level of seismic safety substantially equivalent to standards as established by the National Earthquake Hazards Reduction Program (NEHRP). Local building codes that model their building code after the current version of the International Building Code (IBC) meet the NEHRP equivalency level for seismic safety. At the conclusion of the design services, the Consultant agrees to furnish the Owner a "certification of compliance" that attests conformance of the building design and the construction specifications with the seismic standards of NEHRP or an equivalent building code. TAX DELINQUENCY AND FELONCY CONVICTION Reference: Sections 415 and 416 of Title IV, Division L of the Consolidated Appropriations Act, 2014 (Pub. L. 113-76) and DOT Order 4200.6 Certification - The applicant represents that it is not a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. Certification - The applicant represents that it is not a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. A felony conviction means a conviction within the preceding twenty four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 U.S.C. § 3559. Page 5 of 11 Updated November 12, 2019 Page 537 of 609 TRADE RESTRICTION CERTIFICATION Reference: 49 USC § 50104 and 49 CFR part 30 By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror: a) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (U.S.T.R.); b) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the U.S.T.R; and c) has not entered into any subcontract for any product to be used on the Federal on the project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to an Offeror or subcontractor: a) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. or b) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such U.S.T.R. list or c) who incorporates in the public works project any product of a foreign country on such U.S.T.R. list; Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in in all lower tier subcontracts. The contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by U.S.T.R, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. Page 6 of 11 Updated November 12, 2019 Page 538 of 609 VETERAN'S PREFERENCE Reference: 49 USC § 47112(c) In the employment of labor (excluding executive, administrative, and supervisory positions), the contractor and all sub -tier contractors must give preference to covered veterans as defined within Title 49 United States Code Section 47112. Covered veterans include Vietnam -era veterans, Persian Gulf veterans, Afghanistan -Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 U.S.C. 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING $3,500 DISTRACTED DRIVING Reference: Executive Order 13513 and DOT Order3902.10 In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" (10/1/2009) and DOT Order 3902.10 "Text Messaging While Driving" (12/30/2009), the FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decreasecrashes by distracted drivers, including policies to ban text messaging while driving when performingwork related to a grant or sub -grant. In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub -tier contracts exceeding $3,500 and involve driving a motor vehicle in performance of work activities associated with the project. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING $10,000 TERMINATION OF CONTRACT Reference: 2 CFR § 200 Appendix II (B) Termination for Convenience The Owner may, by written notice to the Consultant, terminate this Agreement for its convenience and without cause or default on the part of Consultant. Upon receipt of the notice of termination, except as explicitly directed by the Owner, the Contractor must immediately discontinue all services affected. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non -performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. Termination by Default Either party may terminate this Agreement for cause if the other party fails to fulfill its obligations that are essential to the completion of the work per the terms and conditions of the Agreement. The party initiating Page 7 of 11 Updated November 12, 2019 Page 539 of 609 the termination action must allow the breaching party an opportunity to dispute or cure the breach. The terminating party must provide the breaching party [7] days advance written notice of its intent to terminate the Agreement. The notice must specify the nature and extent of the breach, the conditions necessary to cure the breach, and the effective date of the termination action. The rights and remedies in this clause are in addition to any other rights and remedies provided by law or under this agreement. a) Termination by Owner: The Owner may terminate this Agreement in whole or in part, for the failure of the Consultant to: 1) Perform the services within the time specified in this contract or by Owner approved extension; 2) Make adequate progress so as to endanger satisfactory performance of the Project; 3) Fulfill the obligations of the Agreement that are essential to the completion of the Project. Upon receipt of the notice of termination, the Consultant must immediately discontinue all services affected unless the notice directs otherwise. Upon termination of the Agreement, the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non -performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. If, after finalization of the termination action, the Owner determines the Consultant was not in default of the Agreement, the rights and obligations of the parties shall be the same as if the Owner issued the termination for the convenience of the Owner. b) Termination by Consultant: The Consultant may terminate this Agreement in whole or in part, if the Owner: 1) Defaults on its obligations under this Agreement; 2) Fails to make payment to the Consultant in accordance with the terms of this Agreement; 3) Suspends the Project for more than [180] days due to reasons beyond the control of the Consultant. Upon receipt of a notice of termination from the Consultant, Owner agrees to cooperate with Consultant for the purpose of terminating the agreement or portion thereof, by mutual consent. If Owner and Consultant cannot reach mutual agreement on the termination settlement, the Consultant may, without prejudice to any rights and remedies it may have, proceed with terminating all or parts of this Agreement based upon the Owner's breach of the contract. In the event of termination due to Owner breach, the Engineer is entitled to invoice Owner and to receive full payment for all services performed or furnished in accordance with this Agreement and all justified reimbursable expenses incurred by the Consultant through the effective date of termination action. Owner agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. Page 8 of 11 Updated November 12, 2019 Page 540 of 609 PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING $25,000 DEBARMENT AND SUSPENSION Reference: 2 CFR part 180 (Subpart C), 2 CFR part 1200, and DOT Order 4200.5 By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that at the time the bidder or offeror submits its proposal that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a "covered transaction", must verify each lower tier participant of a "covered transaction" under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by: 1) Checking the System for Award Management at website: https://www.sam.gov. 2) Collecting a certification statement similar to the Certificate Regarding Debarment and Suspension (Bidder or Offeror), above. 3) Inserting a clause or condition in the covered transaction with the lower tier contract If the FAA later determines that a lower tier participant failed to tell a higher tier that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedy, including suspension and debarment. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING $100,000 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS Reference: 2 CFR § 200 Appendix II (E) 1) Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer ormechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation ata rate not less than one and one-half times the basic rate of pay for all hours worked in excess offorty hours in such workweek. 2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) above, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract forthe District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph 1 above, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess ofthe standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1 above. 3) Withholding for Unpaid Wages and Liquidated Damages. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any Page 9 of 11 Updated November 12, 2019 Page 541 of 609 other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 2 above. 4) Subcontractors. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs 1 through 4 and also a clause requiring the subcontractor to include these clauses in any lowertier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor orlower tier subcontractor with the clauses set forth in paragraphs 1 through 4 of thissection. LOBBYING AND INFLUENCING FEDERAL EMPLOYEES Reference: 31 U.S.C. § 1352 — Byrd Anti -Lobbying Amendment; 2 CFR part 200, Appendix II (J); and 49 CFR part 20, AppendixA The bidder or offeror certifies by signing and submitting this bid or proposal, to the best of his orher knowledge and belief, that: 1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 3) The undersigned shall require that the language of this certification be included in the award documents for all sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreements) and that all sub -recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for makingor entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. P Page 10 of 11 Updated November 12, 2019 Page 542 of 609 ROVISIONS APPLICABLE TO CONTRACTS EXCEEDING $150,000 BREACH OF CONTRACT TERMS Reference: 2 CFR § 200 Appendix II (A) Any violation or breach of terms of this contract on the part of the contractor or its subcontractors may result in the suspension or termination of this contract or such other action that may be necessaryto enforce the rights of the parties of this agreement. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. CLEAN AIR AND WATER POLLUTION CONTROL Reference: 2 CFR § 200 Appendix II (G) Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act (42 U.S.C. § 740-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251-1387). The Contractor agrees to report any violation to the Owner immediately upon discovery. The Owner assumes responsibility for notifying the Environmental Protection Agency (EPA) and the Federal Aviation Administration. Contractor must include this requirement in all subcontracts that exceeds $150,000. Page 11 of 11 Updated November 12, 2019 Page 543 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Manager Finance Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving award of hotel/motel tax council discretionary funds to Waterloo Leisure Services in the amount of $30,000.00 for the USDA Bird Relocation Project. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Funds will be utilized to cover the cost of a one year USDA Wildlife Services Agreement. Specifically, the USDA staff will help mitigate the impact of problem birds in the city, including crows, geese, and pigeons primarily in the downtown area, but they may also address problem birds in parks and golf courses as well. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 544 of 609 ATTACHMENTS 1. Waterloo Leisure Services Hotel/Motel Discretionary Funds Application Page 545 of 609 • IIIIIi111111 1111 111 • ), ♦-- - ♦ 0 I Waterloo City Council Discretionary Hotel -Motel Grant Application The City of Waterloo is offering grants to non-profit entities for projects and community events that support tourism, quality of life and which bring people to Waterloo's downtown area. Grant funds are made possible through Hotel/Motel tax funds received by the City of Waterloo. City Ordinance states 10% of the revenues generated from the Hotel -Motel Tax can be used as discretionary dollars of the City Council to enhance projects that support several defined areas. To apply, please complete the following application and send the original plus four complete copies to: City of Waterloo Finance Dept., City Hall, 715 Mulberry St., Waterloo, Iowa, 50703. Incomplete applications will be returned. 1. General Information (It is highly recommended that applications be typewritten. Use a separate sheet of paper, if necessary): Name of organization Waterloo Leisure Services Name of facility/project FY 2024 USDA Wildlife Services Project Contact person JB Bolger Email James.Bolger(cr�waterloo-ia.orq Address of organization or person completing application: Street 1101 Campbell Avenue City Waterloo State IA Zip 50701 Phone 291-4370 Fax: 291-4297 Page 546 of 609 2. Please describe your project in detail. Explain the project as though you were telling a complete stranger. Please be specific how the grant monies will be used in the overall project. Awarded funds will be utilized to cover the cost of a one year USDA Wildlife Services Agreement. Specifically the USDA staff will help mitigate the impact of problem birds in the city including crows, geese, and pigeons primarily in the downtown area but they may also address problem birds in parks and golf courses as well. 3. What is the mission of your organization? The City of Waterloo Leisure Services Commission is dedicated to improving the quality of life for all citizens by providing the best possible recreational activities, special events, facilities, and services that encourage lifelong learning, fitness and fun. The Commission strives to provide an enjoyable outdoor environment with top quality parks, preserves, golf courses, recreational trails, and a healthy urban forest resource. 4. How long has your organization been in existence? The City of Waterloo was incorporated in 1868. 5. How many staff members and/or volunteers are involved in this organization and the project? The U.S. Department of Agriculture (USDA) is made up of 29 agencies and offices with nearly 100,000 employees who serve the American people at more than 4,500 locations across the country and abroad. Locally the team will likely consist of approximately three individuals that work typically during the overnight hours to address the problem birds. 6. Please indicate all the categories that your projects supports: X Category 1 — Supports tourism and heads on beds X Category 2 — Supports and assists community events X Category 3 — Brings people downtown X Category 4 — Supports Waterloo quality of life Page 547 of 609 7 Please provide a detailed description of your project, together with a statement of how your project fits into one or more of the above listed 4 categories. An attractive, clean, and safe downtown area is critical when trying to attract tourism and put "heads on beds." If our downtown area is literally completely covered with bird droppings then visitors will have a very unpleasant experience and will likely not come back and spread negative views of their time in Waterloo which will make it more difficult to attract future conventions and group tours. Additionally local citizens and visitors will find it difficult if not impossible to safely recreate outdoors in impacted areas if a comprehensive approach such as this USDA Wildlife Services project is not implemented. If left unchecked droppings from these birds accelerate the deterioration of buildings and increase the cost of maintenance. Furthermore birds may also carry and spread numerous diseases including, salmonella, encephalitis, and histoplasmosis to people through their droppings. If funded and approved the USDA team will utilize a variety of mostly non -lethal harassment techniques for moving problem bird populations to socially acceptable roosting location. 8. If your project has or will continue for more than one year, please explain your plans for financial sustainability. The hope is to include this in the City operating budget in future years. 9. Give an estimate of how you plan to measure the success of the project. The best way to measure success of this project is to monitor the amount of bird droppings throughout the downtown area and other impacted properties. Prior to hiring the USDA two years ago properties such as Lincoln Park had every single square inch of the park covered in crow droppings. Once the USDA was hired on to help that issue was mitigated substantially. 10. Describe specifically how the proposed project will be marketed. N/A 11. Please provide a detailed description of the budget. Please include information about additional funding sources, income and how the hotel/motel tax grant fits into the overall budget. The overall investment to implement this project is $30,000. At this time no matching funds have been identified to be included. 12. Please include in your submitted materials: • Tax exempt status • W-9 form Page 548 of 609 13. We ask that you will submit a single page final report detailing the results of your project one month after the completion of the project. If you do not submit your final report within a month after completion you will not be eligible for further funding. • Were your intended goals for the project met? Please provide details. • How were the funds spent? Please be specific. xxxkxxrers rc c*eF9e*7k>F>t9c4t9***xxxxxxxxxxrs******xxxxx*xxxxxxxxxxr.rew****7k9:>Fxxxxxxxxxxxx. ** BUDGET SUMMARY: Total Project Cost $ Additional Funding Sources $ In -Kind Services $ Hotel/Motel Tax Grant Request $ 30,000.00 30,000.00 Please note: Additional Funding Sources, In -Kind Services and Hotel/Motel Tax Grant Request must equal Total Project Cost. I have reviewed this Application for Hotel/Motel Grant Funds from the City of Waterloo. The information contained in this application plus any attachment(s) is accurate and complete to the best of my knowledge. The Hotel/Motel Tax Grant Funds are to be used for the express purpose as stated in the Grant Application. I, the undersigned, fully understand that if this program/project does not transpire, Waterloo City Council's recommendation for funding will be withdrawn and my organization will be responsible for refunding any portion of funds already received. LIMAI gnature of Applicant Date Page 549 of 609 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Director Planning & Zoning Department MEETING DATE May 1, 2023 AGENDA ITEM TITLE Resolution approving the request by CJ's Construction, Inc., on behalf of Hope M. Anderson for the Final Plat of Paradise Estates First Addition, a 64-lot residential subdivision zoned "R-1" One and Two Family Residence District located north of 5643 Kimball Avenue. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION CJ's Construction, Inc. on behalf of Hope M. Anderson is requesting approval for the 64-lot final plat of Paradise Estates First Addition, zoned "R-1" One and Two Family Residence District, located north of 5643 Kimball Avenue. This request would create 64 lots for the development of one or two family dwellings. The proposed plat area is zoned "R-1" One and Two Family Residence District. It was rezoned from "A-1" Agricultural District with the passage of Ordinance 5448 on April 9, 2018. The surrounding land uses and their zoning designations are as follows: North, South, and East — Agricultural land and Orange Elementary School, zoned "R-1" One and Two Family Residential District. West — Single family homes and Agricultural Land, zoned "R-1" One and Two Family Residence District and "A-1" Agricultural District. The Future Land Use Map designates the plat area as Agricultural -Residential Potential. The proposed plat is therefore in accordance with this designation. The average lot size for the 64 lots that are proposed to be plated is (0.39 acres). Most lots will range in size from (0.25 acres) to (0.5 acres). The plat area is also adjacent to Orange Elementary School, which will give parents the option of walking or biking their children to school. The area is also adequately served transportation wise by Kimball Avenue. The proposed development will also meet the setback and lot size requirements for the "R-1" One and Two Family Residence District. Waterloo Water Works is aware of a water pressure issue in Orange Township, and is working with Claassen Engineering to find a solution to address the issue, but they also noted that adding additional homes to Paradise Estates will have no impact on Orange Township's water pressure. The Planning and Zoning Commission unanimously recommended approval of the final plat for Paradise Estates First Addition at their regular meeting on April 11, 2023. The new residential development will be compatible with and have a positive impact upon the surrounding Page 550 of 609 neighborhood. The lot dimensions exceed the requirements of the zoning ordinance, and corner lots are designed to observe minimum front yard setbacks. Section 4.3 of the subdivision ordinance notes local street design should be laid out to minimize through traffic designs, and shall be extended to the boundary lines of abutting properties, unless desirable for the coordination and layout of the most advantageous development. Other design criteria of the block layout include roadway widths, and intersections. The Final Plat includes the following items: a) legal description, b) property lines and dimensions, c) date, north arrow, and scale, d) easements, e) size of individual lots, f) right-of-way widths, and g) drainage report. A deed of dedication has been submitted. Therefore, staff recommends that the request for the Final Plat of the Paradise Estates First Addition be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request does not appear to have a negative impact on pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Comprehensive Plan and Future Land Use Map. 4. The proposed development would work to create new residential lots around Orange Elementary School, encouraging homeownership, potential savings to Waterloo Public Schools with less students bused, and new students and houses in Waterloo. NEIGHBORHOOD IMPACT The request for the final plat would not appear to have a negative impact upon the surrounding area. It would appear that the proposed residential development would blend in well with the surrounding neighborhood, which consists of single family homes, agricultural land, and Orange Elementary School. The average lot size within a 250 feet buffer of the project area for existing residential lots is (0.62 acres). The average lot size for the 64 lots for the final plat is (0.39 acres). Most lots will range in size from (0.25 acres) to (0.5 acres). The proposed area to be platted for Paradise Estates First Addition would have minimal impact to surrounding pedestrian and vehicular traffic conditions in the area. The proposed development would be served by Kimball Avenue which consists of 6.5" (PCC) Portland Cement Concrete on a 6" granular base with a 4.5" (ACC) Asphalt Cement Concrete overlay for a total of 11" of pavement. Kimball Avenue has an average annual daily traffic count of 1,730 vehicles. The development shall also be served by new local roads which will include Paradise Boulevard, Moonlight Drive, Wall Street, and Prosperity Drive. A temporary emergency access to Kimball Avenue will be provided at the west end of the Moonlight Drive cul-de-sac in between lots 64 and Lot 41. This will ensure that Paradise Estates First Addition will have two points of entry and exit from the subdivision for emergency vehicles until the development is built out with future phases that will provide permanent secondary access. The drainage easements are noted on the final plat. The 64 lots identified in the final plat area are not located within the 100-year floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 19013C0311F, dated July 18, 2011. There is an existing 8" sanitary sewer main, 12" water main, and a 15" storm sewer located underneath Kimball Avenue. There is a 30' sanitary sewer easement noted on the Final Plat to the south of lots 41-52 and to the north of lots 29-40. This sanitary sewer easement extends to the northeast and connects with Lot D, which will be used for stormwater management. All utilities will be extended to serve the development. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION Page 551 of 609 COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES n/a ALTERNATIVE ACTION LEGAL DESCRIPTION The Northeast Quarter of the Southwest Quarter, part of the South Half of the Northwest Quarter and part of the West Half of the Southwest Quarter, all located in Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the West Quarter Corner of Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian; thence N89°02'14"E, 50.00 feet to the east right of way of Kimball Avenue and the point of beginning; thence continuing N89°02'14"E, 15.00 feet; thence NO°09'12"W along said east right of way, 661.71 feet; thence N89°01'09"E along the north line of the south 40 acres of the Northwest Quarter of said Section 15, a distance of 2452.39 feet; thence SO°31'31 "E along the west right of way of Hawkeye Road, 1992.09 feet; thence S89°07'24"W along the south line of Northeast Quarter of the Southwest Quarter of said Section 15, a distance of 1203.44 feet; thence SO°15'36"E along the east line of the Southwest Quarter of said Southwest Quarter, 1287.88 feet; thence S89°12'30"W along the north right of way of W. Orange Road, 1128.60 feet; thence NO°09'59"W along said north right of way, 35.00 feet; thence S89°12'30"W along said north right of way, 125.01 feet; thence NO°09'59"W along the east right of way of Kimball Avenue, 182.01 feet; thence S89°12'30"W, 35.00 feet; thence NO°09'59"W along said east right of way, 368.03 feet; thence N89°12'24"E along the south boundary of Parcel A, 849.98 feet; thence NO°09'24"W along the east boundary of said Parcel A, 1100.06 feet; thence S89°13'08"W along the north boundary of said Parcel A, 850.16 feet; thence NO°10'01"W along said east right of way of Kimball Avenue, 91.57 feet; thence N89°08'25"E, 10.00 feet; thence NO°09'59"W along said east right of way, 835.15 feet to the point of beginning. Said parcel contains 129.16 acres, subject to easements and restrictions of record. ATTACHMENTS 1. Council Packet Page 552 of 609 REQUEST: April 11, 2023 Request by CJ's Construction, Inc. on behalf of Hope M. Anderson for the 64-lot final plat of Paradise Estates First Addition, zoned "R-1" One and Two Family Residence District, and located north of 5643 Kimball Avenue. APPLICANT(S): CJ's Construction, Inc. 2915 Dubuque Street NE, Iowa City, IA, 52240. SURVEYOR: Scott Survey Inc., PO Box 315, Center Pointe, IA 52213-0315 GENERAL This request would create 64 lots for the development of one DESCRIPTION: or two family dwellings with lot sizes ranging from 14,057 SF to 21,787 SF, located north of 5643 Kimball Avenue. IMPACT ON The request for the final plat would not appear to have a NEIGHBORHOOD: negative impact upon the surrounding area. It would appear that the proposed residential development would blend in well with the surrounding neighborhood which consists of single family homes, agricultural land, and Orange Elementary School. The average lot size within a 250 feet buffer of the project area for existing residential lots is (0.62 acres). The average lot size for the 64 lots for the final plat is (0.39 acres). Most lots will range in size from (0.25 acres) to (0.5 acres). VEHICULAR & The proposed area to be platted for Paradise Estates First PEDESTRIAN Addition would have minimal impact to surrounding pedestrian TRAFFIC: and vehicular traffic conditions in the area. The proposed development would be served by Kimball Avenue which consists of 6.5" (PCC) Portland Cement Concrete on a 6" granular base with a 4.5" (ACC) Asphalt Cement Concrete overlay for a total of 11" of pavement. Kimball Avenue has an average annual daily traffic count of 1,730 vehicles. The development shall also be served by local roads which include Paradise Boulevard, Moonlight Drive, Wall Street, and Prosperity Drive. A temporary emergency access to Kimball Avenue will be provided at the west end of the Moonlight Drive cul-de-sac in between lots 64 and Lot 41. This will ensure that Paradise Estates First Addition will have two points of entry and exit for emergency vehicles from the subdivision until it is built out with future phases that will provide permanent secondary access. A discussion has occurred with the developer and schools to have the School District purchase a lot for a bus lane. One route is to have a bus lane to the north that crosses lot seven onto Paradise Boulevard. The second route is to have a bus lane that crosses south of lot 19 to Wall Street. This is a separate issue between the schools and the developer, but if completed, the bus lane would be screened with trees and include a sidewalk. Sidewalk will also be required along all Paradise Estates Final Plat Page 1 of 6 Page 553 of 609 April 11, 2023 street frontages for the development, including Kimball Avenue. TRAIL PLAN: The Shaulis Road trail is approximately 2,500 feet to the north of the proposed plat area and will not be connected to the proposed plat area at this time. ZONING HISTORY The proposed plat area is currently zoned "R-1" One and Two FOR SITE AND Family Residence District. It was rezoned from "A-1" IMMEDIATE VICINITY: Agricultural District with the passage of Ordinance 5448 on April 9, 2018. The Surrounding land uses and their zoning designations are as follows: North, South, and East —Agricultural land and Orange Elementary School, zoned "R-1" One and Two Family Residential District. West — Single family homes and Agricultural Land, zoned "R- 1" One and Two Family Residence District and "A-1" Agricultural District. BUFFERS The request would not require any buffering by ordinance REQUIRED/ NEEDED: standards. DRAINAGE: DEVELOPMENT HISTORY: Drainage easements have been added to the final plat since the item went before the Planning, Programming and Zoning Commission. A final drainage report has been submitted. The surrounding area consists predominantly of agricultural land and single family homes. The Orange Neighborhood was established more than 100 years ago. The majority of the homes there were constructed in the 1960's and 1970's with some homes being built recently. Orange Elementary was constructed in 2012. FLOODPLAIN: The 64 lots identified in the final plat area are not located within the 100-year floodplain as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 19013C0311 F, dated July 18, 2011. PUBLIC/OPEN Orange Elementary is directly adjacent to the proposed plat SPACES/SCHOOLS area, which includes a playground area for recreational use. There are no additional schools in the immediate area. UTILITIES: WATER, SANITARY SEWER, STORM SEWER. There is an existing 8" sanitary sewer main, 12" water main, and a 15" storm sewer located underneath Kimball Avenue. There is a 30' sanitary sewer easement noted on the Final Plat to the south of lots 41-52 and to the north of lots 29-40. This sanitary sewer easement extends to northeast and connects with Lot D. All utilities will be extended to serve the development. Paradise Estates Final Plat Page 2 of 6 Page 554 of 609 April 11, 2023 RELATIONSHIP TO The Future Land Use Map designates the plat area as COMPREHENSIVE Agricultural -Residential Potential. The proposed plat is LAND USE PLAN: therefor in accordance with this designation. STAFF ANALYSIS — The average lot size for the 64 lots that are proposed to be ZONING ORDINANCE: plated is (0.39 acres). Most lots will range in size from (0.25 acres) to (0.5 acres). The plat area is also adjacent to Orange Elementary School which will give parents the option of walking or biking their children to school. The area is also adequately served transportation wise by Kimball Avenue. The proposed development will also meet the setback and lot size requirements for the "R-1" One and Two Family Residence District. Waterloo Water Works is aware of the water pressure issue in Orange Township and has hired a consulting engineer to try and find a solution to address the issue. The reason behind the disparity is that Raymond, Orange Township, and Eagle Center are all on one pressure zone. Orange Township has the highest elevation and that is why they have the lowest water pressure in the system at around 40 psi. The consulting engineer has indicated that adding additional homes for Paradise Estates will have no impact on Orange Township's water pressure. STAFF ANALYSIS — Staff believes that the new residential development will be SUBDIVISION compatible with and have a positive impact upon the ORDINANCE: surrounding neighborhood. The lot dimensions exceed the requirements of the zoning ordinance, and corner lots are designed to observe minimum front yard setbacks. Section 4.3 of the subdivision ordinance notes local street design should be laid out to minimize through traffic designs, and shall be extended to the boundary lines of abutting properties, unless desirable for the coordination and layout of the most advantageous development. Other design criteria of the block layout include roadway widths, and intersections. The Final Plat includes the following items: a) legal description, b) property lines and dimensions, c) date, north arrow, and scale, d) easements, e) size of individual lots, and f) right-of-way widths. A deed of dedication and drainage report have been submitted. Paradise Estates Final Plat Page 3 of 6 Page 555 of 609 April 11, 2023 Picture 1: Looking at area to be platted Picture 2: Orange School Paradise Estates Final Plat Page 4 of 6 Page 556 of 609 April 11.00an Picture 3:Existing homes |narea. Pkctuny4: Area offuture expansion along Iowa Highway 21. Paradise Estates Final Plat Page 5 of 6 Page 557 of 609 April 11, 2023 STAFF RECOMMENDATION: Therefore, staff recommends that the request for the Final Plat of the Paradise Estates First Addition be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request does not appear to have a negative impact on pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Comprehensive Plan and Future Land Use Map. 4. The proposed development would work to create new residential lots around Orange Elementary School encouraging homeownership, potential saving to Waterloo Public Schools with less students bused, and new students and houses in Waterloo. Paradise Estates Final Plat Page 6 of 6 Page 558 of 609 City of Waterloo City Council May 15, 2023 B P- W. SHAULIS RD ct J CO SIDEHILL-DR R-1 IILII fl111 LICHTV BLVD W.ORANGE RD � III HAWKEYE RD HAMMOND A r 'BLAINE RI D C E. ORANGE RD rj j FOR v, FARM VIEW E � R9ti6SER C;E CT AO 0 • Cim U ISION S7 cn _ _ BG 1 J RISH DR ��cTJ llT OCK Y R-` Final Plat Paradise Estates CJ's Construction f cgc `50 of WV? City of Waterloo City Council May 15, 2023 Sidehill Drive Lichty Boulevard Proposed Final Plat Area E Orange Road Final Plat Paradise Estates CJ's Construction r cgc ✓✓J of E0r1 LOCATION MAP NO SCALE Index Legend Location: Section 15, Township 88 North, Range 13 West W 1/2 SW 1/4 & SW 1/4 NW 1/4 Requestor: Proprietor: Surveyor: Company: Return To: Paradise Acres LLC Paradise Acres LLC Stephen M. Scott, P.L.S. Scott Survey, Inc. P.O. Box 315 Center Point, Iowa 52213 email@scottsurvey.com I (319) 540-5263 N N -0 a) O 0 0 50.75' N89'02'14"E 15.00' W 1/4 CORNER SECTION 15 T88N, R13W N89'02'14"E - 50.00' POINT OF - BEGINNING TEMPORARY USE EMERGENCY VEHICLE ACCESS EASEMENT - SEE NOTES - KIMBALL AVENUE N89'08'25"E 10.00' N co F a) a) O 0 z KIMBALL AVENUE NW CORNER SECTION 15 T88N, R13W SC-G.�\O FINAL PLAT PARADISE ESTATES FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA N89'01'09"E 2452.39' NORTH LINE OF THE SOUTH 40 AC. NW 1/4 65.01' r S89'01'09"W O 0 0 z r uj M co a) I0 m 0 0 z 50.00' (To 0' PROPRIETOR: PARADISE ACRES LLC APPLICANT: CORY HODAP CJ'S CONSTRUCTION, INC. 2915 DUBUQUE ST. NE IOWA CITY, IA 52240 319-665-8516 SURVEYOR: STEPHEN M. SCOTT SCOTT SURVEY, INC. 3426 STANDLEA ROAD TODDVILLE, IA 52341 319-540-5263 LEGEND AND NOTES e 0 DE PU&DE (R) (M) - CONGRESSIONAL SECTION CORNER, FOUND - PROPERTY CORNERS, FOUND (as noted) - PROPERTY CORNERS SET* (1/2" rebar w/ red plastic cap embossed with "SCOTT 13842" ) *AII monuments shall be placed within one year from the date recorded. - DRAINAGE EASEMENT - PUBLIC UTILITY & DRAINAGE EASEMENT - PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES - RIGHT-OF-WAY LINES - LOT LINES, PLATTED OR BY DEED - - EASEMENT LINES, WIDTH & PURPOSE NOTED - RECORDED DIMENSIONS - MEASURED DIMENSIONS UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS BASIS OF BEARING IS GPS GRID NORTH 137.46' 10'DE CP0� LOT 63 0.454 ACRE 19764 SQ. FT LOT 64 0.469 ACRE 20424 SQ. FT. // 30' SANITARY SEWER EASE. 95.00' N89'26'22"E 30' SANITARY\cP i SEWER EASE. \ C17 LOT 41 0.496 ACRE 21616 SQ. FT. G 10'UE C20 N 0 O O 0 m T6.20 0 RIGHT OF WAY O m 0 10'UE LOT 42 ;.4) 0.458 ACRE 9) 19972 SQ. FT. tD 9) 7 85.00' 0 N 0 J M G CO • 55.79' OUTLOT A 69.988 ACRES NOTES: 1) LOT A (5.14 ACRES) IS DEDICATED TO THE PUBLIC FOR STREET RIGHT OF WAY PURPOSES (PARADISE BLVD., WALL STREET, MOONLIGHT DRIVE & PROSPERITY DRIVE). 2) LOT B AND LOT C ARE TO BE PRIVATELY OWNED AND MAINTAINED ROAD ISLANDS. 3) LOT D AND LOT E ARE TO BE DEDICATED TO THE CITY FOR STORM WATER DETENSION. 4) OUTLOT A AND OUTLOT B ARE TO BE FOR FUTURE DEVELOPMENT. 5) FOR MINIMUM LOW OPENING BUILDING ELEVATIONS AT LOTS 29, 30, 31, 32, 48, 49, 50 & 51, CONTACT THE CITY OF WATERLOO TO OBTAIN THE REQUIREMENTS. 6) THE "30' SANITARY SEWER EASEMENT" AS SHOWN ON LOT 41 AND LOT 64, SHALL ALSO BE DEDICATED AS A TEMPORARY USE EMERGENCY VEHICLE ACCESS EASEMENT. THIS TEMPORARY USE EASEMENT IS INTENDED TO SUNSET AT SUCH TIME AS THE CITY HAS PROPER EMERGENCY VEHICLE ACCESS AS REQUIRED BY ORDINANCE. N89'26'22"E 590.22' • • 85.00' 0 O O CT W rn m O 0 Q. W� CY 0 dicaN O O - ' 0 0 CO 85.00' ,00'OZZ 3„9£,9ti.00S 85.00' 85.00' 85.00' 7 O 0 m M„9£,9ti.00N 85.00'----- 85.00'---39.58' 10'U�__ • -_ • • 0- N89'26'22"E C23 MOONLIGHT DRIVE 15 N89'26'22"E C14 qG • • • o • �i, 56.00' 85.00' 85.00' 85.00' 39.37' --- --- ,-, 1OUE 25.16--;` 3756; -_ S79•48'22"E 163.79 • 0 1'0pE m 0 co 0 LOT 57 0.380 ACRE 16562 SQ. FT. S81'03'05"E 155.38, '4- LOT 56 0.399 ACRE 17392 SQ. FT. C24 M„9£,9it.00N O C?2 W CY to V O d Q N 1- N ON d • 0 CO 15'DE 97.00' 139.20' 0 -t10'UE 99.10' 85.00 O O CT W a) m N N O 0 Q. 85.00 78.50' 15'DE N O O CT W rn O N m 01 27.80 51.04' �I 19.83' - oC-- O_ 7s 0 O o, -r N O O CJ+ W rn P1 N O m rn 78.50' W � U a M Q N 1- O M -J J o 4.0 G 22.83' 55.96' cn O 0 CT W rn O 78.50' 78.50' N 0 0 of W W m �I'10 •• rri in Q N i- O)O N 0 N d r` O 0 CO 0 Q. cn 0 0 01 CT W rn N N O 0 Q. W CY OUd d Q 0) 0 o N 0 0 CO 85.00' 0 0 78.50' cn 01 O W al m O Co (-^1 78.50' 0 O cn O O W W1•• 0) rri d¢N Cp NJ NJ et O O N C COO O 85.00 85.00r 78.50' N O Wce U O rn )<co rri - N 0) M N O 01 78.50' cn O O CT Gi rn P1 N77 30'255 C13 N 7730 25"w C12 O cn 0 rn o S77.43,55„E 60, 0g, N 0 O O c.; 85.00 0 0 0 0 0 78.50' 78.50' 15'DE cn O O 01 CT W rn rri N 0 N 0 78.50' N O 0 Cl! W a? rri N O O 78.50' O O W m O co w cn O O W m N O N PROSPERITY DRIVE cn 0 O GI W w cc C11 ----13.84'--78.50' - n N 0 I S7756,35„E - - I 1g3.56, •I 9) O LOT 55 0.407 ACRE 17750 SQ. FT. S89'26'22"W 185.00' kC$$CI:° 5�11\;' SC-6\O S89'02'17"W 2648.77' 0 0' 0 LOT 54 0.424 ACRE 18476 SQ. FT. o 10'UE 176.38' S89'26' 22"W S89'26' 22"W MOONLIGHT DRIVE N8926'22"E 00 cn O O 0' CJ! W am P1 a co O 7 a) cc 0 m 15'DE 85.0C- 85.00 91.51T O 0 • • • 78.50' 78.50 78.50' 78.50' N O O 01 W a) rri 0 Co 0) rn 78.50' 0 0 CT W a) 78.50' N 01 O 01 W rn N O 74.92' 1 W CY 0 • N Q N (>0N OJ d N 00) 64.06' • N89'26'22"E 79.87' M„9£,££.00N 79.87' cn O O GI W W co rri Co 3„92,££.00S 11vo \\ Z O \ t0• 6,. N\ o a). to \ a). tL N8914'24"E N81.40 11 "W < \ - N8914'24"E • LOT C 0.020 ACRE 884 SQ. FT. S80.08'59"W • 43.62 34.43 77.50' 10'UE 0 9) 0 80.37' N OJo o 00 N. l0 o m � I 92.42' WEST LINE SW 1/4 M„9£,9ti.00N 0 co 01 w 70.577.02' W NQVOY OJ M CO 0u) 61 M„9£,9it.00N Wco g OJ co to co 0u) 30'DE N8914'24"E PARADISE BLVD. N89'14'24"E M„9£,917.00N N 0 rn CT 77.50' 77.50' M„9£,9it.00N 0 9) w 77.50' LIJ co o 77.50' cn cr (II co co 60.00' LOT A 5.14 ACRES 0 cn NORTH LINE SW 1/4 O O op M M M 0 N89'26'22"E 16.63' •L 79.50' m LOT 52 0.362 ACRE 5764 SQ. FT. 0 C m LOT B 0.049 ACRE 2124 SQ. FT. cri rri 77.50' -J rlco cn 77.50' LIJ co o co rel o cn rri 77.50' 77.50' 77.50' 77.50' 77.50' 77.50' 0 77.50' 77.50' 77.50' 77.50' 77.50' cn 77.50' 30'DE 42.06' cn 0 rri 0 Ci 0 S8913'08"W 850.16' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 0- N00'09'59"W LOT C DETAIL C4 L2 C3 UNE BEARING DISTANCE L1 L2 S89'14'24"W CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE GRAPHIC SCALE: 1" = 100' 200' Legal Description: The Northeast Quarter of the Southwest Quarter, part of the South Half of the Northwest Quarter and part of the West Half of the Southwest Quarter, all located in Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as Commencing at the West Quarter Corner of Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian; thence N89°02'14"E, 50.00 feet to the east right of way of Kimball Avenue and the point of beginning; thence continuing N89°02'14"E, 15.00 feet; thence NO'09'12"W along said east right of way, 661.71 feet; thence N89°01'09"E along the north line of the south 40 acres of the Northwest Quarter of said Section 15, a distance of 2452.39 feet; thence S0'31'31"E along the west right of way of Hawkeye Road, 1992.09 feet; thence S89'07'24"W along the south line of Northeast Quarter of the Southwest Quarter of said Section 15, a distance of 1203.44 feet; thence SO'15'36"E along the east line of the Southwest Quarter of said Southwest Quarter, 1287.88 feet; thence S8912'30"W along the north right of way of W. Orange Road, 1128.60 feet; thence NO'09'59"W along said north right of way, 35.00 feet; thence S8912'30"W along said north right of way, 125.01 feet; thence NO'09'59"W along the east right of way of Kimball Avenue, 182.01 feet; thence S8912'30"W, 35.00 feet; thence NO*09'59"W along said east right of way, 368.03 feet; thence N8912'24"E along the south boundary of Parcel A, 849.98 feet; thence NO°09'24"W along the east boundary of said Parcel A, 1100.06 feet; thence S89-13'08"W along the north boundary of said Parcel A, 850.16 feet; thence NO'10'01"W along said east right of way of Kimball Avenue, 91.57 feet; thence N89°08'25"E, 10.00 feet; thence NO°09'59"W along said east right of way, 835.15 feet to the point of beginning. Said parcel contains 129.16 acres, subject to easements and restrictions of record. N8912'24"E 849.98' al • 77.50' 96.10' • LOT 14 0.340 ACRE 14806 SQ. FT. N89'47'33"E 190.93' al Q. LOT 15 0.340 ACRE 14800 SQ. FT. Q. • P. LOT 16 0.340 ACRE 14805 SQ. FT. S89'47'33"W 191.07' P. LOT 17 0.340 ACRE 14811 SQ. FT. P. LOT 18 0.340 ACRE 14816 SQ. FT. N89'47'33"E 191.21' f1,O1 ,09'LL • Q. LOT 19 0.340 ACRE 14821 SQ. FT. P. • 1 SW CORNER SECTION 15 T88N, R13W 40.00' oT 35.00' S8912'30"W 125.01' 35.00' 40.00' - OUTLOT B 21.285 ACRES RIGHT OF WAY 788.60' 5.77' M„Z9,L17.00N N00'46'32'W Q. 30.28' 92.36' N89'12'08"E M„Z4,Lt.00N M„LZ,Z LOON 1-0 1925.39' 30' SANITARY 15' SEWER EASEMENT 20'DE 20'DE LOT 28 0.483 ACRE WALL STREET M„LZ,Z LOON 60.00' co 34.42' PARADISE BLVD. LOT 27 0.500 ACRE 21787 SQ. FT. co 0 113.33' N89 47'33"E LOT 26 0.323 ACRE 14068 SQ. FT. cc LOT 25 0.323 ACRE 14074 SQ. FT. LOT 24 0.323 ACRE 14079 SQ. FT. LOT 23 0.323 ACRE 14084 SQ. FT. • LOT 22 0.323 ACRE 14090 SQ. FT. • co 1-0 • LOT 21 0.324 ACRE 14095 SQ. FT. • M„9£,6Z.00N 51.57' / / 30.00' / / SANITARY SEWER / / EASEMENT / / / / / / / 527.00' / / / / / / / / / LINE BEARING DISTANCE SOUTH LINE NE 1/4 SW 1/4 LOT D 6.058 ACRES 40.00' STORM WATER DRAINAGE EASEMENT 30.00' L=42.53' R=230.00' C LEN=42.47' 158.42' S89'05'43"W N 1/4 CORNER SECTION 15 T88N, R13W tri RIGHT OF WAY S00'31'31 "E 1992.09' LOT 20 0.324 ACRE 14100 SQ. FT. 185.27' N00'12'27"W 116.74' STORM WATER DRAINAGE EASEMENT Q. 35.00' co N00'12'27"W cNi LOT E 1.919 ACRES 340.00' E. ORANGE ROAD co co cn EAST LINE SW 1/4 S 129.10' 10 cNi 10 CENTE OF SECTION SECTION 15 T88N, R13W HAWKEYE ROAD 123.09' S 1/4 CORNER I SECTION 15 T88N, R13W N00'21'12"W SCOTT SURVE17.) Stephen M. Scott, P.E. & L.S. Civil Engineer & Land Surveyor 319-540-5263 email@scottsurvey.com P.O. Box 315, Center Point, IA 52213-0315 www.scottsurvey.com tP STEPHEN M. SCOTT 13842 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 ly licensed Professional Land Surveyor under the laws of the St f Iowa. STEPHEN M. SCOT Iowa Lic. No. 13842 My license re is December 31, 2024 Pages or sheet overed by this seal: THIS PAGE ONLY revised 04/26/2023 PROJECT NO. 2341015 Page 561 of 609 SURVEYOR'S CERTIFICATE PARADISE ESTATES FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, is a subdivision of the Northeast Quarter of the Southwest Quarter, part of the South Half of the Northwest Quarter and part of the West Half of the Southwest Quarter, all located in Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as fol lows: Commencing at the West Quarter Corner of Section 15, Township 88 North, Range 13 West of the Fifth Principal Meridian; thence N89°02'14"E, 50.00 feet to the east right of way of Kimball Avenue and the point of beginning; thence continuing N89°02'14"E, 15.00 feet; thence NO°09'12"W along said east right of way, 661.71 feet; thence N89°01'09"E along the north line of the south 40 acres of the Northwest Quarter of said Section 15, a distance of 2452.39 feet; thence SO°31'31 "E along the west right of way of Hawkeye Road, 1992.09 feet; thence S89°07'24"W along the south line of Northeast Quarter of the Southwest Quarter of said Section 15, a distance of 1203.44 feet; thence SO°15'36"E along the east line of the Southwest Quarter of said Southwest Quarter, 1287.88 feet; thence S89°12'30"W along the north right of way of W. Orange Road, 1128.60 feet; thence NO°09'59"W along said north right of way, 35.00 feet; thence S89°12'30"W along said north right of way, 125.01 feet; thence NO°09'59"W along the east right of way of Kimball Avenue, 182.01 feet; thence S89°12'30"W, 35.00 feet; thence NO°09'59"W along said east right of way, 368.03 feet; thence N89°12'24"E along the south boundary of Parcel A, 849.98 feet; thence NO°09'24"W along the east boundary of said Parcel A, 1100.06 feet; thence S89°13'08"W along the north boundary of said Parcel A, 850.16 feet; thence NO°10'01"W along said east right of way of Kimball Avenue, 91.57 feet; thence N89°08'25"E, 10.00 feet; thence NO°09'59"W along said east right of way, 835.15 feet to the point of beginning. Said parcel contains 129.16 acres, subject to easements and restrictions of record. For a more definite location and description, reference is made to a Final Plat attached hereto and made a part hereof. Said PARADISE ESTATES FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA is divided into seventy one (71) lots, numbered consecutively from one (1) to sixty four (64), all inclusive, Lot A, Lot B, Lot C, Lot D, Lot E, Outlot A, and Outlot B. The number or letter of the Lot is designated on the Final Plat by a figure near the center of the lot. The dimensions of the lot, the width of the street and the distances from the lines and corners of the United States public land survey system and/or recorded subdivisions are shown in feet and decimals thereof on said Final Plat. Lot areas are provided pursuant to the provisions of Section 354.6, Paragraph 3, Code of Iowa, and appear on said Final Plat. Survey monumentation has been confirmed or will be established pursuant to Section 355.6, Code of Iowa, and details of said monumentation are depicted in the Legend of said Final Plat. All monumentation shall be placed within one year from the date the subdivision is recorded. Page 562 of 609 I, Stephen M. Scott, do hereby certify that this land surveying document was prepared and the related survey work was performed by me and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. Executed at Cedar Rapids, Iowa, this day of , 2023. Stephen M. Scott, P.L.S. No. 13842 My License Renewal date is December 31, 2024 Page 563 of 609 PETITION AND WAIVER THIS AGREEMENT made and entered into by and between the City of Waterloo, Iowa, hereinafter called the City, and the undersigned property owners in said City, hereinafter called the Property Owners. WITNESSETH: WHEREAS, each of the Property Owners is respectively the owner of the tracts of real estate set opposite their names; and, WHEREAS, the City proposes to construct improvements in said City; and WHEREAS, the undersigned Property Owners desire that the improvements be constructed to benefit their respective properties hereinafter described opposite their names, the general description and location of said improvements being as follows: See attached Exhibit "A" The properties to be assessed are described as follows: Lots 1-64, inclusive, Paradise Estates First Addition in the City of Waterloo, Black Hawk County, Iowa. NOW, THEREFORE, BE IT AGREED AMONG THE PARTIES HERETO AS FOLLOWS: As soon as practicable the City shall have the right to cause said above described improvements to be constructed in accordance with in all respects, with such plans and specifications for the above described improvements as it shall deem appropriate. The construction of said improvements shall be under the supervision of a civil engineer registered in the State of Iowa. For the purpose hereinbefore set out, the City may elect to enter into contract for the construction of said improvements as a part of any contract for a public improvement project made pursuant to advertisement for bids done prior to the receipt of this instrument by the Council, if authorized by Section 384.41(2) of the City Code of Iowa. In consideration of the construction of the said improvement, the undersigned Property Owners hereby waive the Resolution of Necessity and publication of Notice thereof, the Resolution ordering the work, the advertisement for bids, and the publication of Notice thereof, and all other legal formalities of whatsoever kind or character required by the laws of Iowa to be observed by cities in the construction of said improvements where the expense of such improvements is to be assessed against the abutting or adjacent property. The undersigned Property Owners each and all hereby expressly waive each and every question of jurisdiction, the intention of the Property Owners being to authorize and direct said City to construct the said improvement without any of the formalities or legal proceedings required of cities by the statutes of Iowa in constructing like improvements. The express intention of each of the undersigned Property Owners being that said above described improvements shall be constructed as aforesaid as if each and every legal requirement pertaining thereto was fully and faithfully observed and performed. It is further agreed that said City may make a contract for construction of the above described improvements, as herein provided and that when said improvements have been constructed in accordance with the plans and specifications for the said improvements, to be adopted by the council, that said city by and through its Council may make assessments against the properties of the undersigned Property Owners for the entire cost of the construction of said improvements, including the cost of engineering, supervision, and preparation of assessment schedule, and that said assessments so made shall be a lien upon the properties hereinafter described of the undersigned Property Owners, and each of the undersigned Property Owners hereby agrees to pay the amount which is thus assessed against his property, and said assessment shall have the same legal force and effect as if all the legal formalities provided by law in such cases had been fully and faithfully performed and observed. Each of the undersigned Property Owners hereby expressly waive every objection to said assessment. Said assessment shall be paid by the undersigned Property Owners within the time provided by the laws of Iowa for the payment of special assessments for such improvements. Petition and Waiver Page 1 of 2 Page 564 of 609 The amount and proportion of the cost of said improvements, to be paid by the several Property Owners, shall be ascertained and determined by the Engineers and by them reported to the City Council which shall make such changes or alterations in said assessment as should be made and when said assessments are finally passed by the Council and by it levied, they shall constitute the assessments against the said properties in all respects and with all the effect that they would have pertaining to public improvements to be paid for by special assessments, had been fully observed. Said assessments shall be paid by the undersigned Property Owners within the time provided by law for the payment of special assessments for such improvements, and improvement bonds may be issued by the City payable out of said assessments. Said Property Owners hereby authorize the Council of the City of Waterloo, Iowa, to pass any Resolution requisite or necessary to order and secure said improvements, to provide for the construction of the same and to make the assessments herein provided for, without further notice to said Property Owners, or any of them, and any such Resolution may contain recitals that said improvements are ordered or made by the Council without petition of property owners, without in any way qualifying this petition or releasing the Property Owners from their obligation to pay the assessments levied against their property for the cost of said improvements. Each Property Owner warrants that his real estate described below is free and clear of all liens and encumbrances other than for ordinary taxes, except for such liens as are held by lienholders hereinafter listed and designated as signers of this Petition and Waiver. Each Property Owner further agrees to subordinate the sale of any part of his said property to the terms of this Petition and Waiver, and, upon failure to do so, to pay the full amount of the assessment on demand. Each lienholder designated below, by execution of this Petition and Waiver, agrees and consents that his lien or liens shall be subordinated to the lien of the assessments levied pursuant hereto. Property Owners agree that this Petition and Waiver shall be effective and binding from and after the approval hereof by resolution of the City Council. IN WITNESS WHEREOF, we have hereunto affixed our signature this 5 day of A Vef 2023. STATE OF IOWA SS COUNTY OF S*4.s,, ) / This record was acknowledged before me on this 25-day of dr, / , 2023, by Cory J. Hodapp, as President of CJ's Construction, Inc. CJ's Construction, Inc. By: CoiJ. Hodap Its: President APikIA4S' Jennifer Cook O Commission No. 832258 z dit e ,�. s My Commission Expires 10VVA 06/02/2024 NOTAPUBLIC LozA„. Petition and Waiver Page 2 of 2 Page 565 of 609 Consent to this Petition and Waiver Paradise Acres. LLC By: Hope M. Anderson Its: Manager STATE OF IOWA COUNTY OF This record was acknowledged before me o Manager of Paradise Acres, LLC. 2023 Ande ssan, as Notary Public in and for State of Iowa MARK WARREN Commission Number 741800 My Commis3sion Expires Jury 21, 2024 Page 566 of 609 CONTRACT This Agreement entered into this day of , 2023, by the City of Waterloo, Iowa, hereinafter referred to as First Party and CJ's Construction, Inc., hereinafter referred to as Second Party. THAT WHEREAS, the Second Party has filed with the City Planning, Programming, and Zoning Commission of the City of Waterloo, Iowa, a final plat which must be approved by the City Council of Waterloo, Iowa, and WHEREAS, said addition is to be known as Paradise Estates First Addition in the City of Waterloo, Black Hawk County, Iowa., and WHEREAS, it is the desire of the City Council of the City of Waterloo, Iowa, that sanitary sewers, storm sewers, curb and gutter, street paving and concrete sidewalks be installed throughout said addition and that the streets in said addition be brought to grade acceptable to the Council of the City of Waterloo, Iowa, and that all work above referred to be done under the supervision and direction of a civil engineer registered in the state of Iowa, and WHEREAS, Second Party is unable to complete the installation of said above referred to improvements and the grading of the streets in said addition at this time and desire, in lieu of completion of said improvements to enter into this Agreement with the City of Waterloo, Iowa, providing for the completion of said improvements within a fixed period of time. NOW THEREFORE, it is agreed as follows: that in consideration of the approval by the City Council of the City of Waterloo, Iowa, of the above -described final plat, Second Party at its sole expense, agrees to bring the streets in said addition to such grade as is now or shall hereafter be established by the City Council and the City Engineer of Waterloo, Iowa, and to install and construct throughout said addition the sanitary sewers, storm sewers, curb and gutter, street paving and concrete sidewalks, all in accordance with the preliminary plat, heretofore filed with the City Planning, Programming, and Zoning Commission and with the City Clerk of Waterloo, Iowa, and it is further agreed that the actual construction of said improvements shall be done in the manner provided by law and in accordance with City Ordinances pertaining thereto and under the supervision of a civil engineer registered in the state of Iowa. IT IS FURTHER AGREED, that concurrently with the execution of this Contract Second Party has executed and caused to be filed with the City of Waterloo, Iowa, his request for sanitary sewer, storm sewer, curb and gutter, street paving and sidewalk construction Petition and Waiver of Notice, Hearing and Assessments thereon for the sole purpose of allowing the City of Waterloo to proceed to construct the said public improvements and assess the costs thereof against the benefited property of the addition in the event that the Second Party fails to comply with the provisions of this Contract. IT IS FURTHER AGREED, that said improvements shall be completed no later than the day of , 202, and the City of Waterloo is hereby specifically authorized to proceed to have any improvement covered by this Agreement completed any time after said date. WITNESS our signatures hereto this day of , 2023. CJ's Construs,�itfn�l'nc. //// CITY OF WATERLOO, IOWA By: SECOND PARTY Its: President By: Mayor ATTEST: By: City Clerk FIRST PARTY Page 567 of 609 Consent to this Contract Paradise Acres, LLC By: Hope M. Anderson Its: Manager Page 568 of 609 DEED OF DEDICATION OF PARADISE ESTA I ES FIRST ADDITION WATERLOO, BLACK HAWK COUNTY, IOWA KNOW ALL MEN BY THESE PRESENTS: That CJ's Construction. Inc., an Iowa corporation, with its principal office in Iowa City, Iowa, being desirous of setting out and platting into lots and streets the land described in the attached Certificate of Survey by Stephen M. Scott, a licensed Iand surveyor, dated the day of 2023, do by these presents designate and set apart the aforesaid premises as a subdivision of the City of Waterloo, Iowa, the same to be known as: PARADISE ESTATES FIRST ADDITION WA IERLOO, BLACK HAWK COUNTY, IOWA, all of which is with the free consent and the desire of the undersigned and the undersigned do hereby designate and set apart for public use the streets and avenues as shown upon the attached plat. EASEMENTS The undersigned do hereby grant and convey_ to the City of Waterloo, its successors and assigns, and to any private corporation, firm or person furnishing utilities for the transmission and/or distribution of water, sanitary sewer, storm sewer, drain tile, surface drainage, gas, electricity, communication service or cable television, perpetual easements for the erection, laying, building, and maintenance of said services over, across, on and/or under the property as shown on the attached plat. RESTRICTIONS Be it also known that the undersigned do hereby covenant and agree for themselves and their successors and assigns that each and all of the residential lots in said subdivision be and the same are hereby made subject to the following restrictions upon their use and occupancy as fully and effectively to all intents and purposes as if the same were contained and set forth in each deed of conveyance or mortgage that the undersigned or their successors in interest may hereinafter make for any of said lots and that such restrictions shall run with the land and with each individual lot thereof for the length of time and in all particulars hereinafter stated, to -wit: Page 1 Draft 4/19/23 Page 569 of 609 1. Any dwelling that shall be erected on any lot shall have a m front of the lot line of 30 feet as indicated on the plat. setback f.om the 2. Although lots in said Addition may be split or divided in any fashion to provide for more lot area when added to an adjoining lot, no dwelling shallbe built or maintained on any partial lot unless said partial lot is combined with an adjoining lot or partial lot so that the resulting lot has no less frontage than the smallest lot as indicated on the plat. 3. No buildings or structure not attached to the original structure shall be constructed upon any lot or combination of lots in this subdivision, with the exception of a gazebo which has been approved in accordance with Paragraph 21 hereof. Sheds may be permitted but only if size, design, and materials are approved in writing by the developer. After completion of all houses in the plat, approval for a shed not previously approved by the developer shall be approved by the Association. 4. No trailer, basement, tent, shack, garage or barn erected in said Addition shall at any time be used as a residence, temporarily or permanently, nor shall any residence of a temporary character be permitted on any lot in said Addition. 5. CYs Construction, Inc. or any other lot o on the lots in this First Addition to the subdivision. CO only single family dwellings 6. No single-family dwelling shall be constructed, permitted or occupied on any lot herein having square footage floor space, designed, intended and constructed for living quarters, which space shall not include cellars, attics, garages, breezeways, porches, stoops, and other such non -living areas, of less than the following requirements: A. 1,300 square feet for single story houses. Any split-level house, one and one-half story house, or house of two stories must have total minimum square footage of at least 1,500 square feet. 7. Each single-family residence shall have a minimum of a two -car attached garage with a minimum of 400 square feet. 8. The owner of each lot, vacant or improved, shall keep his lot or lots free of weeds and debris. Further, the owner and/or occupant of each lot shall jointly and severally be responsible to keep in good order or to maintain the area between the curb line and the property line abutting his property including keeping said area free of holes, pitfalls, stumps of trees, fences, brick, stone, cement or other monument -type mail boxes, stakes, post or rods to which a metal, plastic or similar receptacle designed to hold newspapers are affixed, retaining walls, landscaping brick, block, stone, timber or other similar material, or any other similar obstructions. 9. No obnoxious or offensive trade or activity shall be carried on upon any lot nor shall anything be done thereon which may be or become an annoyance or nuisance to the neighborhood. 10. All approaches and driveways in said Addition shall be paved with Portland cement concrete and a minimum of 5 inch thickness. Page 2 Drag 4f 19/23 Page 570 of 609 11. No dwelling on any lot in said Addition shall be occupied until it meets City of Waterloo requirements for occupancy. 12. No old or used buildings shall be moved upon any of the lots in said Addition for any purpose. 13. All electrical distiibution lines and service entrances, all telephone lines and services therefor, all cable TV/fiber optic cable and service therefor, and all other utilities of whatever kind or nature shall be installed underground on all lots in said Addition. 14. No dog compound, enclosure, shelter, storage outbuilding, playhouse, or wood pile for firewood shall be constructed, used or maintained within ten feet of any lot line nor shall they exceed eight feet in height on any of said lots. All outbuilding exteriors shall be approved by the developer in writing prior to start of construction. After completion of all houses in the plat, approval of outbuilding exteriors not previously approved by the developer shall be approved by the Association. 15. A perpetual easement is reserved along the lot lines of said lots as shown by the recorded plat for storm water drainage and utility installation and maintenance There shall be no buildings, large plantings or other obstructions upon or under the property covered by these easements, so that access is available for any equipment and/or persons necessary for the construction, reconstruction or maintenance of said utilities and/or drainage ways. Fences would be allowed if homeowner accepts responsibility for removal and reconstruction, fence cannot obstruct storm water drainage flows. 16. No radio station or short -wave operators of any kind shall operate from any lot which shall cause interference with audio or visual reception upon any other lot. Antennas are permitted if attached to the structure and do not extend more than eight feet above the peak of the home. All other antennas, satellite TV dishes in excess of 24 inches in diameter, poles for radios, and windmills are prohibited. 17. No motor home or recreational vehicle, trailer of any kind, whether camping, boat, house, utility or otherwise, shall be parked or kept for more than a 48 hour period on any street, driveway or on the lot in said Addition. Any such vehicle must be stored inside the garage. 18. No bus, semi-liactor, Itailer or truck of any kind, except what is commonly described as a "pickup truck", shall be kept or parked on any lot or street in said Addition; provided, however, that this prohibition shall not apply to such vehicles driven in said Addition in pursuit of and in conducting their usual business. 19. No shrubs or trees shall be planted so as to infringe upon adjoining property lines based on maximum expected growth and shall be maintained so as not to infringe. 20. Each person or entity who is a record owner of a fee or undivided fee interest in any lot shall be a member of the Association to be known as Paradise Estates Homeowners Association. This shall not be construed to include persons or entities who hold an interest merely as security for the performance of an obligation. There shall be a maximum of one vote per lot or residence, in the event the residence takes up more than one lot, and each lot owner shall be a member of the Homeowners Association. Membership shall be appurtenant to and may not be separated from ownership of any lot; ownership of such lot shall be the sole qualification of membership. Page 3 Draft 4/19/23 Page 571 of 609 The purpose of the Paradise Estates Homeowners Association shall be to maintain the common areas, green spaces and Lot B and Lot C, and the storm water detention basins designated as Lot D and Lot E, Paradise Estates First Addition, including but not limited to the signage to be developed, and such other activities as set forth in the Articles of Incorporation and Bylaws of the Association. Such ownership and maintenance shall include, but not be limited to, mowing, watering, including upkeep of any underground sprinkler system, and maintenance of common areas. Initially, the developer, CJ's Construction, Inc. shall perform the actual construction duties to establish the common areas, green spaces; entrance and surrounding access area as to their lots. The homeowner's responsibility for these areas shall begin when the developer, CJ's Construction, Inc. notifies the Homeowners Association that they are turning over the responsibility of those areas to the Homeowners Association. The annual dues for the Association shall initially be set at $50 per year per lot or residence, if a residence encompasses more than one lot, beginning January 2024. The Association shall have the ability and authority to adjust annual dues as it deems appropriate to carry out the maintenance duties described above. The developer, CJ's Construction, Inc. shall have no responsibility for annual association dues. Developer further grants to the City of Waterloo, Iowa, the ability to assess all lots in the Paradise Estates Homeowners Association for the cost of maintaining the storm water detention basins in the event said Association fails to provide said maintenance acceptable to the City of Waterloo, Iowa. 21. No building or structure shall be erected or placed on any lot in this subdivision until the building plans, and plot plan, showing all buildings, fences, patios, and pools, and showing the location thereof, and side yard distances, rear yard distances, front yard distances, driveways, and walkways, and type of construction have been approved in writing as to conformity and harmony of external design and quality workmanship and materials with existing structures in the subdivision by CJ's Construction, Inc. After completion of all houses in the plat, approval of any additional plans not previously approved by the developer shall be approved by the Association. 22_ All of the provisions hereof shall be enforceable by appropriate legal proceedings by any present or future owner of the legal or equitable title to any lot in said subdivision. Invalidation of any one or more of the within restrictions by judgment or decree of court shall not be regarded as affecting the validity of any of the other provisions hereof nor shall any judicial determination with respect to any of the restrictive provisions hereof be regarded as affecting the validity or sufficiency of this instrument as a deed of dedication of said plat, all of which such other provisions shall remain in full force and effect. 23. The undersigned and all persons and corporations hereafter requiring any right, title or interest in any of the lots in said subdivision shall be taken and held to have agreed and covenanted with the owners of all other lots in this subdivision and with the respective successors and assigns of all of the rest of such other lots to conform to and observe all of the foregoing covenants, restrictions and stipulations as to the construction of building thereon for a period of twenty-one (21) years from the date of filing of said plat and this deed of dedication for record. Within the period of twenty-one (21) years Page 4 Draft 4/19/23 Page 572 of 609 and in accordance with Iowa Code Chapter 614.24 and 614.25 (2021 Code of Iowa) or their successor provisions, these covenants, restrictions and stipulations shall be automatically extended for an additional period of twenty-one (21) years upon compliance with Chapter 614.24 and Chapter 614.25 of the 2021 Code of Iowa. In the event an extension of the covenants, restrictions and stipulations is not filed within the period of twenty-one (21) years or successive 21-year period, then the covenants, restrictions and stipulations contained herein shall terminate at the end of the existing period of twenty-one (21) years. 24. If the parties hereto or any of them or their heirs or assigns shall violate or attempt to violate any of the covenants or restrictions herein, it shall be lawful for any other person or persons owning property in said Addition to prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenants or restrictions and for the purpose of preventing such acts or to recover damages for such violation, or both, and for costs and reasonable attorney's fees as determined by the Court and not the statute. 25. No animals, livestock, or poultry of any kind shall be raised, bred or kept on any lot, except three dogs and/or cats maximum, or other household pets are allowed and then only if they are not kept, bred or maintained for any commercial purposes. Such animals shall be kept under control so as not to constitute a public nuisance and must be kept in compliance with applicable zoning laws and regulations of the City of Waterloo, Black Hawk County, Iowa. 26. Upon the sale of a lot, owner shall take responsibility for any erosion control issues, certifications and/or requirements of the Iowa Department of Natural Resources. 27. All buildings erected on any lot in said Addition shall be constructed in accordance with the Building. Plumbing and Electrical Codes of the City of Waterloo, Iowa. Page 5 28. The developer, C3's Construction, Inc. agrees: A. That it shall with respect to the streets shown on the attached plat: Moonlight Drive from Sta 400+62 to Sta 407+11, and Prosperity Drive from Sta. 450+00 to Sta 450+46 be brought to City grade and will be twenty-eight (28) feet; and Paradise Blvd. from Sta 100+13 to Sta 112+34, Wall Street from Sta 208+00 to Sta 219+91, and Moonlight Drive from Sta 407+11 to Sta 408+71 be brought to City grade and will be thirty-one (31) feet; back of curb to back of curb; all said streets with approved hard surface pavement in accordance with City of Waterloo, Standard Specifications. B. That sanitary sewer, together with the necessary manholes and sewer service lines to all lots in the plat, will be provided. That underground utilities, as required by the Subdivision Ordinance of the City of Waterloo, Iowa, shall be installed. D. That the city water will be provided to all lots as required by the City of Waterloo, Iowa Water Works. E. That municipal fire hydrants will be provided as required by the Waterloo Public Safety Depa► uncut, Draft 4/19/23 Page 573 of 609 Page 6 F. That handicap ramps will be provided as required by law and as required by the City of Waterloo, Iowa details and specifications. G. At such time as any structure is or has previously been constructed on any lot, combination of lots, or portion of lots, in said subdivision, the Developer or its successors will install a 4-foot-wide Portland Cement Concrete sidewalk along the street frontages, with a minimum thickness of four inches, except that sidewalk through driveways shall be a minimum thickness of five inches or match the thickness of the driveway if greater than five inches, across the full length of all street frontages of the lots as defined above, and extend to match the end of existing sidewalk(s) on adjoining lots where sidewalk exists. Said sidewalk shall also be required to be constructed across all street frontages of two (2) or more adjoining lots, or portions thereof, when any owner has acquired said two (2) or more adjoining lots, or portions thereof, upon construction upon one (1) or more lots, or portions thereof, all as required by the City of Waterloo, Iowa. The sidewalk shall be constructed during or immediately after the construction on a lot, or portions of lots as previously described, in the Addition/Subdivision, but before issuance of an Occupancy Permit from the City of Waterloo, Iowa, or only sidewalk construction for any vacant lots remaining for five (5) years after the date of final approval of the plat, as soon as the construction season permits. Construction of handicap access ramps at the intersections shall be the responsibility of the developer or adjacent property owner, and as required by the City of Waterloo, Iowa. H. That the work improvements called for herein shall be in accordance with the specifications of the City of Waterloo, Iowa, and performed under the supervision of a professional engineer licensed in the State of Iowa. In the event that the developer, CJ's Construction, Inc., its grantees and assigns fail to complete the work and improvements called for herein within one (1) year from the date of the acceptance of said final plat by the City of Waterloo, Iowa, the City may then make the improvements and assess the costs of the same to the lots owned and platted by the developer. The undersigned, for themselves, their successors, grantees and assigns, waive all statutory requirements of notice of time and place of hearing and agree that the City may install said improvements and assess the total costs thereof against the respective lots. That the City may perform said work, levy the cost thereof as assessments, and the undersigned agree that said assessments so levied shall be a lien on the respective lots with the same force and effect as though all legal provisions pertaining to the levy of such special assessments have been observed, and further authorize the City Clerk to certify such assessments to the County Auditor as assessments to be paid in installments as provided by law. 29. The developer, C7's Construction, Inc., states: A. That this plat and development shall comply with the R-1 Residential Zoning District Classification Regulations. Draft 4/1.9/23 Page 574 of 609 30. Notwithstanding anything contained in the Deed of Dedication to the contrary, any assessment made under the Deed of Dedication shall not be a lien against any property described herein unless and until the City of Waterloo records with the Black Hawk County Recorder a "Notice of Assessment Lien" which notice shall describe the property against which the lien attaches in the amount of said lien. 31. All subsequent owners of lots in the subdivision shall be obligated to meet any requirements imposed of a governmental agency, by the authority of Chapter 161A, Code of Iowa, pertaining to soil erosion control plans for certain land distributing activities. This covenant shall be perpetual and not be governed by the provisions of Paragraph 23 of this Deed of Dedication. 32. Developers hereby dedicate to the City of Waterloo, Iowa, access to the storm water detention basin for the purpose of inspection and enforcement of any city code or ordinance provisions governing the maintenance of the storm water detention basin, designated as Lot D & Lot E, Paradise Estates First Addition. SIGNED and DA 1 ED this (25—fh day of CPS CONSTRUCTION, INC. By: Cory J. H dapp, President STA it OF IOWA COUNTY OF , j 0 (n AS ) ss. 2023. This record was acknowledged before me on ' C) U_ .. -2514, Q023, by Cory J. Hodapp, as President, CJ's Construction, Inc. /.Qcs'At. Jennifer Cook o q Commission No. 832258 • ,• ,.,.,, • My Commission Expires 06/02/2024 Page 7 Notary Public in d for State of Iowa Draft 4/19/23 Page 575 of 609 8' TREATED 4x4 WOOD POST 3' BURY DEPTH 2' OFFSET FROM GRANUALR SURFACE 111=111=111 III IHII- 111=111=111 10" GRANULAR SUBASE 2% TENSAR TRIAX TX130 GEOGRID 20' WIDE 145' LONG 20' E-E SIGN 2% III=III= 1E111E11 1-111-1 111=111- CENTERLINE LOCATION = PROPERTY LINE TEMPORARY FIRE ACCESS NOT TO SCALE 111_7 1i11111i11111i11111T11111TI l ITl COMPACTED SUBGRADE 1/4" EYEBOLT, WASHER AND NUT (TYP) WIDEN BOTH EYES OPEN TO HOOK CHAIN STEEL STRAIGHT LINK CHAIN 25' LENGTH GAUGE 3 REFLECTIVE TYPE 316 3mm RED WHITE RED 4' BOLT CONNECT TO CHAIN EMERGENCY VEHICLES ONLY 12X18 SIGN NOT TO SCALE GATE LOCATED AT KIMBALL AVE ROW KIMBALL AVE rTEMPORARY FIRE ACCESS MOONLIGHT DRIVE GATE LOCATED AT MOONLIGHT DRIVE ROW PARADISE BLVD 0 FEET 100 DRAWN BY: JOE DIGMAN DATE: 2/1612023 FILE: APPROVED BY. LISA BURCH (` V'.IPROJECTS14922.00914922.009 DATA SHORTCUTS PROJECTISOURCE DRAWINGSIVTTSHEETS-A.C.DWG NO. REVISION DESCRIPTION APPROVED DATE �V"rr DESIGN SOLUTIONS YESTERDAY. TODAY. TOMORROW. PARADISE ESTATES PHASE 1 WATERLOO, IOWA TEMPORARY FIRE ACCESS o,- 985 980 975 a2 970 965 KIMBALL AVE KIMBALL AVE CREST OF HILL 50 100 1:100 200 Feet 985 37z PRO -2. POSE D 3q 2 PAR RIVE ADISE 1.89% -0. 93% 0.3 4% 0.2 9% 1.2 5% PR ACC OPOS ESS CUL- MOOK ED EMERGE NLY AT E DE -SAC 0 LIGHT DRIV 2 25% NCY ND OF N E 2 8/ DES IRED 500' SIGHT DISTANCE FOR 1.7 8% 45 M PH P ER S UDAS 12% 1 -0.32 a 0% 1.6 IJ 0 w 0 0 AX SI GHT )ISTA NCE 6 79' N 00 I� 00 00 �� �� r'JN �� O �� r'J �� XIN r'J� N ICJ r'JN I� �CO CDr-) � 11) 'r O 6D O O •‹ 0� O O O O CO O O O O O O O O O O O O O CO O O Do O r, O O O O r'J r, O r'J O �J r, O �J O r, O O r, CD 00 r, O 00 O r, O r r O c0 r Om O 00 0 O 0+00 4922.009 PARADISE ESTATES WATERLOO YTT DESIGN SOLUTIONS, LISA BURCH, PE LBURCH©YTTDESIGN.COM, (319) 210-0422 02/20/2023 5+00 10+00 DESIRED SIGHT DISTANCE PER SUDAS FOR 45 MPH IS 500-FT MAXIMUM PROPOSED SIGHT DISTANCE IN 679-FT PROPOSED EMERGENCY ACCESS LOCATION AT THE END OF THE CUL-DE-SAC ON MOONLIGHT MEETS THE SUDAS DESIRED SIGHT DISTANCE 980 975 970 965 960 00 0 0 14+59.58 Page 577 of 609 985 980 975 970 965 EXIS DRI 960 955 950 1.6 to 0) 0 50 100 200 Feet 1:100 KIMBALL AVE PROPOSED PARADISE DRIVE EXISTING DRIVEWAY SCHOOL — 2 —F / o Cr W — CO Q 0 INC VEWA± 3IDEHILL CHO AND L / ff-i to 0 W 31-) R A / DES RED 390' SIGHT DISTANCE FOR DRIVEWAY DESIGN FOR 35 MPH PER SUDAS f 3.5—FT OEJECT MAX SIGHT DISTANCE 446' h 6) O� 4 ro O tcos)r r> OCO mlr) Oc0 O o° �r> 0LO OO 0 3 O NN N 'r �� 00 O o° OOP NN OOP • 4M r c O O moo M" r O6) Cr-, r O r (NI • CO• r O 'I-OO rr• O O 0 NCO 6ccor) O O c0 OO `-') 6co 30 00 , 6c0 10+00 4922.009 PARADISE ESTATES WATERLOO YTT DESIGN SOLUTIONS, LISA BURCH, PE LBURCH©YTTDESIGN.COM, (319) 210-0422 03/D7/2023 15+00 20+00 KIMBALL AVE POSTED SPEED IS 45—MPH NORTH OF PROPOSED PARADISE BLVD LOCATION KIMBALL AVE POSTED SPEED IS 30—MPH WITH 25—MPH SCHOOL ZONE WHEN FLASHING SOUTH OF PROPOSED PARARADISE BLVD LOCATION SUDAS DRIVEWAY DESIGN CRITERIA TBL 5L-4.03 DESIREABLE SIGHT DISTANCES FOR LEFT TURN FROM STOP 3.5—FT DRIVER, 3.5—FT OBJECT DESIRED SIGHT DISTANCE FOR 35 MPH IS 390—FT DESIRED SIGHT DISTANCE FOR 40 MPH IS 445—FT MAXIMUM PROPOSED SIGHT DISTANCE IS 446—FT PROPOSED PARADISE BLVD LOCATION MEETS THE SODAS DESIRED SIGHT DISTANCE FOR DRIVEWAY DESIGN CRITERIA 25+00 Page 578 of 609 DocuSign Envelope ID: A564563E-AE27-45A6-AC23-60FAF182FD15 CITY OF WATERLOO PLANNING AND ZONING COMMISSION REQUEST FOR PLATTING (FINAL) 1. APPLICATION INFORMATION: a. Applicant's Name — Business name if applicable(please print): c ' s Construction, Inc. Address: 2915 Dubuque St NE Phone: 319-631-3149 City: Iowa city State: IA Zip: 52240 Email: cj s_constructi on@yahoo. com b. Status of Applicant: (a) Owner (b) Other x (CHECK ONE): If other explain: under contract with land owner to close after plat approval. c. Property Owner's Name if different than above (please print): Hope M. Anderson _ Address: 100 Anderson Dr Phone: 319-429-1957 City: waterloo State: IA Zip: 50701 2. PREPARER INFORMATION (licensed land surveyor): a. Preparer's Business Name (please print): scott survey, Inc. Primary Preparer's Name: stephen M. Scott, P. L. S. Phone: 319-540-5263 E-mail: email@scottsurvey.com 3. PROPERTY INFORMATION: a. Name of Plat: PARADISE ESTATES FIRST ADDITION b. General Location of Property: Kimball Ave c. Area of Proposed Plat: 129.17 d. Area of Proposed Plat to be dedicated/conveyed to the City: 13.117 acres e. Value of area to be dedicated/conveyed to the City: f. Zoning District(s): R-1 4. OTHER DOCUMENTATION: 03/26/2018 5/14/2018 a. Date of Preliminary Plat Approval: P&Z City Council b. Six (6) copies of the Final Plat which are in conformance with Section 11-3-3 of the Subdivision Ord. (also submit a digital copy of the plat in PDF format) c. Three (3) copies of Deed of Dedication (must be original signatures) d. Three (3) copies of all Contract, Petition and Waiver forms (must be original signatures) e. Three(3) copies of Certificate of Survey (must be original signatures) 5. PUBLIC IMPROVEMENTS a. Costs for any public improvements: x Estimate _Actual Total Cost Storm Sewer $ 507, 266.00 Sanitary Sewer $ 383,796.40 Paving $ 793 94R 00 Land Dedicated $ 0 TOTAL $1, G 8 5 , 010.40 The Request Fee of $215 + $10 per lot (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 request to be approved. Any major change in any of the information given will require that the request go back through the process, with a new Request Fee. The undersigned certify under oath and penalty of perjury that all information on this request and submitted along with it is true and correct. All information 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 DocuSigned by: 3/2/2023 zge Signature of Owner Date B279044F6838457... Page 579 of 609 MidAmerican ENERGY OBSESSIVELY. RELENTLESSLY AT ream some . April 13, 2023 City of Waterloo Attn: Noel Anderson noel.anderson@aterloo-ia.org MidAmerican Energy Attn: Amy M Adams - DMGF PO Box 657 Des Moines, IA 50306 Reference: Electric distribution to serve future development(s) along Warp Dr., Waterloo, IA. WMIS: 3006919 — City Portion Dear Noel: We are pleased to submit the Refundable Advance for Construction Underground Electric Service Extension Proposal for Speculative Use for the above project. This proposal is valid for 90 days and if MidAmerican Energy construction has not commenced within 12 months it may be voided. Please sign and return the proposal as soon as you are ready to commit to the work. You may withhold payment until 30 days before MidAmerican Energy Company is ready to schedule the work. In the meantime, please keep me informed of your schedule. After we have received your payment, we will sign and return a copy of the proposal for your records. If you have any questions, please call me at (515) 252-6701. Sincerely, MidAmerican Energy Company Wk Amy Amy M Adams Customer Project Coordinator Enclosures Page 580 of 609 MidAmerican ENERGY OBSESSIVELY. RELENTLESSLY AT ream some . MidAmerican Energy Attn: Amy M Adams - DMGF PO Box 657 Des Moines, IA 50306 REFUNDABLE ADVANCE FOR CONSTRUCTION UNDERGROUND ELECTRIC DISTRIBUTION EXTENSION PROPOSAL FOR SPECULATIVE USE — WMIS: 3006919 — City Portion MidAmerican Energy Company, an Iowa corporation and the City of Waterloo ("Applicant"), agree as follows: 1. MidAmerican Energy Company will extend its electric lines underground to serve 3PHS to future development(s) along Warp Dr., Waterloo, IA as shown on the attached drawings. 2. MidAmerican Energy Company will furnish the necessary labor and materials required to fulfill its undertaking, as specified above, and will commence such work as soon as reasonable and practicable after the execution of this Proposal and receipt of Applicant's cash deposit indicated below and will prosecute such work to completion with reasonable diligence. 3. In consideration of the receipt of a payment in the amount of $18,594.73 which is a refundable Advance for Construction, MidAmerican Energy Company agrees to construct necessary electric facilities as set forth above. Please submit payment with Applicant's signed acceptance of this Proposal. If MidAmerican Energy Company is required to work during the winter construction season, Applicant agrees to pay an additional sum of $4.93 per trench foot as a refundable Advance for Construction for all required trenching. 4. This section refers to any connection made to the primary line extension. Pursuant to MidAmerican Energy Company's electric tariff, Refundable Advances are paid by the customer prior to construction, and may be refunded in whole or in part based upon the following terms and conditions. a. Refundable Advance shall be subject to refund to the Applicant for a ten- year period from the date of the original Refundable Advance payment. b. Refundable Advance shall not accrue interest. c. Refunds shall be made annually on or about the anniversary date of the original advance payment. d. Annual refunds will be based on the number of new customers at the identified lots that have directly connected to the electric distribution expansion in the prior year. The amount refunded will be equal to the estimated three-year base revenue from those customers less any additional costs to extend service to them. Base revenue is equal to estimated annual Page 581 of 609 MidAmerican ENERGY OBSESSIVELY, RELENTLESSLY AT ream swim . MidAmerican Energy Attn: Amy M Adams - DMGF PO Box 657 Des Moines, IA 50306 revenue, less fuel expenses and energy efficiency cost recovery charges, based on revenue received from similarly situated customers. Base revenue amounts to be applied to new customers are re -estimated each year using the most current information available, and may adjust upward or downward depending on the circumstances. e. No refunds shall be made for revenue received after ten (10) years from the date of the original advance payment. f. At no time shall the total of refunds exceed the original Refundable Advance payment. g. No refunds shall be made for customers served from a further extension of the above described electric line extension. Distribution System Expansions without end -user attachments shall not be eligible for refunds unless the following circumstances are met: If a Distribution System Expansion connected during the ten year period off of an already existing Distribution System Expansion, the Revenue Credit shall be applied to the new Expansion first. Any Revenue Credit remaining shall be applied to the connected existing Expansions provided that they have not received a full reimbursements for its Refundable Advance and are within the ten year attachment period. The Revenue Credit will continue to apply to connected existing Expansions until the Revenue Credit is either exhausted, the ten year attachment period has closed, or all Refundable Advances have been reimbursed in full. Total refunds for any Expansion shall not exceed the original Refundable Advance. 5. Except as may hereinafter be provided, MidAmerican Energy Company shall: a. Not tamp the backfill. Applicant agrees to indemnify and hold MidAmerican Energy Company harmless from any and all damages that may result from the non -tamping of backfill operations conducted by MidAmerican Energy Company. In case any action is brought against MidAmerican Energy Company, or any of its agents or employees, relative to such backfill operations, the Applicant shall assume full responsibility for the defense thereof. Upon failure to do so on proper notice, MidAmerican Energy Company reserves the right to defend such action and charge all costs to the Applicant provided, however, that nothing herein shall be construed as an assumption of liability by the Applicant for damages and claims attributable to MidAmerican Energy Company negligence. Page 582 of 609 MidAmerican ENERGY OBSESSIVELY. RELENTLESSLY AT ream swim . MidAmerican Energy Attn: Amy M Adams - DMGF PO Box 657 Des Moines, IA 50306 6. Applicant shall provide, without cost to MidAmerican Energy Company, such easements as are necessary and incidental to such installation and use of MidAmerican Energy's facilities on private property within the area served. If a 3ra party easement is required any cost associated in obtaining the easement will be paid by the applicant. 7. Pursuant to MidAmerican's tariff, the Applicant is required to pay actual permit fees. Permit fees may not be offset by Revenue Credit and are to be paid regardless of whether the applicant is required to pay a Refundable Advance or a Nonrefundable Contribution. 8. Applicant shall be responsible for complying with all aspects of compliance as required by any local, state, or federal permit or plan associated with storm water pollution prevention or erosion control. It is specifically understood and agreed that MidAmerican Energy Company is providing the service requested by the Applicant solely for the Applicant. MidAmerican Energy Company will not become or agree to become a co-permittee or operator for the purpose of applicants' compliance with any local, state or federal permit or plan associated with storm water pollution prevention or erosion control. 9. Applicant shall be responsible for locating and marking all privately owned systems such as water services, culverts, irrigation systems, drainpipes, septic lines, and underground wiring before MidAmerican Energy Company's construction. 10. It is specifically understood and agreed that any distribution systems, or other facilities constructed or installed by MidAmerican Energy Company under terms of this Proposal shall remain the sole property of MidAmerican Energy Company and MidAmerican Energy Company shall determine, as its own judgment indicates, the manner and method of utilization thereof and to extend the same or connect other facilities there to and serve other customers there from as it shall see fit, subject only to such obligations as MidAmerican Energy Company shall have assumed in this Proposal; and no other person shall have any right, title, interest or claim, in or to the said distribution system or other facilities by virtue of any provision of this Proposal. 11. Applicant shall furnish, install, own and maintain all 4-inch ducts as shown on attached prints. All ducts shall be black w/red stripe or grey in color, PVC type schedule 40 or schedule 40 HDPE coil -able. Applicant shall install ducts a minimum of forty-two (42) inches and a maximum of forty-eight (48) inches below finish grade with capped and staked ends and equipped with pull wires. MidAmerican Energy Company will provide marker balls for the duct ends. These are available at MidAmerican Energy Company's storeroom. Applicant is responsible for correct placement and depth of conduit. Note: No more than ten (10) conduits allowed within the secondary compartment of the transformer pad. Page 583 of 609 MidAmerican ENERGY OBSESSIVELY, RELENTLESSLY AT YOUR SERVICE. Proposed this 13th day of April, 2023 MIDAMERICAN ENERGY COMPANY By: Title: APPLICANT: By: Title: MidAmerican Energy Attn: Amy M Adams - DMGF PO Box 657 Des Moines, IA 50306 Page 584 of 609 LONETREE RD cc w w w uJ WARP DR 93-1-1008 1!u AL PAM Mount cutout and riser Pull 725' of 1/0 UG 3phs primary thru 4" duct from pole CIRCUIT 93-1-1008 MIDAMERIC 1 Cust: TOP NOTCH TILE AND CONSTRUCTION EN ER Y COMPANY. Addr: 180 WARP Crew HQ: WAT City: WATERLOO DR X=1932487 Y = 935045 r W MS_REV:3006919-1 Date: 4/5/2023 Scale: 1 IN = X FT Designer:DAVIS,SHANE M Job Desc PRIMARY EXTENSION WITH UG XFMR. 3PH 120/208 200A. TOP NOTCH TILE AND CONSTRUCTION DISCLAIMER OF LIABILITY NOTE. This drawing reflects facilities in place at the time of its preparation and is subject to change at any time. For current facility information, please contact MidAmerican Energy Company. Further, MidAmerican Energy Company disclaims all liability and responsibility for all claims and damages including but not limited to, personal injury, death and property damage, resulting from any authorized or unauthorized use of, or reliance upon, this drawing for any purpose. Page 585 of 609 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE Resolution approving eleven (11) FY 2024 Quarter 1 and Quarter 2 Hotel -Motel Event Grant requests, in a total amount of $184,000.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. RECOMMENDED COUNCIL ACTION Approve event grant requests in the amount of $184,000.00 SUMMARY STATEMENT AND BACKGROUND INFORMATION The Experience Waterloo Board of Directors is recommending the grant awards for 11 events happening in Q1 & Q2 of FY24. These grant recommendations total $184,000.00. See attachment for summary of events with Economic Impact totals attached. 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? NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Projected economic impact: $6,699,061.00 Request: $184,000.00 Page 586 of 609 ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Council Communication - HotelMotel Grant Recommendations FY24 Q1 & Q2 Page 587 of 609 Council Communication City Council Meeting: TBD Prepared: April 21st, 2023 Dept. Head Signature: Tavis Hall, Experience Waterloo Number of Attachments: 2 SUBJECT: FY24 Q1 & Q2 Hotel/Motel Event Grant Requests Submitted by: Emily Nyren, Experience Waterloo Recommended City Council Action: Approve Experience Waterloo (CVB) board recommendation of $184,000. Event Summary: The Experience Waterloo Board of Directors is recommending the grant awards for 11 events, 6 partner grants, and 1 capital project happening in Q1 & Q2 of FY24. These grant recommendations total $184,000. See attachment for summary of events with Economic Impact totals attached. Projected economic impact: $6,699,061 Request: $184,000 ROI (Economic impact based on requested funds): A $101,000 total award for these 11 events would return $66.33 per dollar invested. With another $83,000 coming from partner and capital grants, which do not have a direct calculation for economic impact in our calculator. Source of Funds: Hotel -motel tax grant funding for FY23 Policy Issue: None Alternative: Do not provide funding or provide alternate funding amount. 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 588 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Start Date: End Date: Overnight Attendees: Day Attendees: Ebonite Fall Bowling Classic Greater Iowa Bowling Association Convention 9/15/2023 9/17/2023 150 950 Direct Business Sales $50.000 - $40.000- $30.000 - $20. 000 - $10.000 - $0 Sales by Source p AttaiJae s O•3aiza• Exi to'a Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $104,233 $162,097 57 71 $1,627 $1,438 131 Sales by Sector Trans. Space Rental Retail Recreation Lodging sv =1 v v v v 52 C.: X,v, 53v, v,v,V, 54C.: v, Industry Attendees Organizer Exhibitor Total Lodging $13,089 $2,547 $0 $15,636 Transportation $5,520 $849 $3,602 $9,971 Food & Beverage $11,813 $16,783 $7,577 $36,172 Retail $4,551 $0 $0 $4,551 Recreation $2,178 $0 $0 $2,178 Space Rental $0 $7,105 $2,089 $9,194 Business Services $0 $16,829 $9,702 $26,531 TOTAL $37,151 $44,112 $22,970 $104,233 Page 589 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Iowa Irish Fest Business Sales (Direct): $1,697,288 Organization: CV Irish Foundation Business Sales (Total): $2,638,837 Event Type: Trade Show Jobs Supported (Direct): 558 Start Date: 8/3/2023 Jobs Supported (Total): 685 End Date: 8/6/2023 Local Taxes (Total): $25,737 Overnight Attendees: 1500 Net Direct Tax ROI: $22,675 Day Attendees: 15000 Estimated Room Demand: 1,619 Direct Business Sales Sales by Source Sales by Sector $800.000 Trans. 000.000 Space Rental Retail 00.000 -. Recreation Lodging $200.000 S0 Attendees 0 ••3size• ExiE.to'a 5v 52v3....... 54vC....,0 53v ..., Industry Attendees Organizer Exhibitor Total Lodging $186,149 $55,705 $0 $241,854 Transportation $113,055 $18,568 $54,033 $185,656 Food & Beverage $257,099 $158,387 $113,650 $529,137 Retail $136,191 $0 $0 $136,191 Recreation $53,465 $0 $0 $53,465 Space Rental $0 $107,033 $31,339 $138,372 Business Services $0 $267,083 $145,529 $412,613 TOTAL $745,960 $606,777 $344,552 $1,697,288 Page 590 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Start Date: End Date: Overnight Attendees: Day Attendees: Midwest Youth Main Event Youth Bowling Scholarship Foundation Trade Show 10/6/2023 10/8/2023 140 400 Direct Business Sales $80.000 - $60.000 - $40.000- S20 000 - Uri Sales by Source Atteidaes Oj iza• Exi to•a Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $117,381 $182,024 63 76 $2,986 $2,776 280 Sales by Sector r Trans. pace Rental Retail ation Lodging Business Services Sv=1v.vvv 520.000 53v vvv 54v v Industry Attendees Organizer Exhibitor Total Lodging $28,022 $2,279 $0 $30,301 Transportation $7,387 $760 $2,110 $10,256 Food & Beverage $20,374 $10,308 $4,438 $35,120 Retail $9,561 $0 $0 $9,561 Recreation $4,313 $0 $0 $4,313 Space Rental $0 $6,966 $1,224 $8,190 Business Services $0 $13,958 $5,683 $19,641 TOTAL $69,656 $34,271 $13,454 $117,381 Page 591 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Start Date: End Date: Overnight Attendees: 460 Day Attendees: Tragos/Tresz Pro Hall of Fame Dan Gable Museum Convention 7/20/2023 7/22/2023 600 Direct Business Sales $200.000- $150.000- $100.000- $50.000 - Si Sales by Source AM_ ___a u•3s1zer Exhibits E 520.000 S40.000 550:000 580.000 5104.0 Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $293,198 $454,370 162 198 $8,608 $8,083 921 Sales by Sector Trans. Space Rental Retail Recreation Business Services Industry Attendees Organizer Exhibitor Total Lodging $87,468 $4,091 $0 $91,560 Transportation $15,524 $1,364 $5,095 $21,982 Food & Beverage $41,221 $39,559 $10,716 $91,496 Retail $12,857 $0 $0 $12,857 Recreation $7,772 $0 $0 $7,772 Space Rental $0 $16,746 $2,955 $19,701 Business Services $0 $34,108 $13,721 $47,830 TOTAL $164,843 $95,868 $32,486 $293,198 Page 592 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Cedar Valley Pridefest 2023 Business Sales (Direct): $440,294 Organization: Cedar Valley Pridefest Inc. Business Sales (Total): $693,303 Event Type: Trade Show Jobs Supported (Direct): 262 Start Date: 8/25/2023 Jobs Supported (Total): 338 End Date: 8/26/2023 Local Taxes (Total): $5,004 Overnight Attendees: 550 Net Direct Tax ROI: $4,180 Day Attendees: 9000 Estimated Room Demand: 328 Direct Business Sales Sales by Source Sales by Sector S200.000 Trans. 150.000 Space Rental Retail $100.000 Recreation Lodging .S50 OH II I Food; Bev Sri ..i2e ••3s12er Exioio•a 5v _,.,,,. 51v,,.,,,0 $15:.0 52v.. , Industry Attendees Organizer Exhibitor Total Lodging $29,549 $16,121 $0 $45,670 Transportation $23,479 $5,374 $25,987 $54,840 Food & Beverage $53,295 $0 $54,660 $107,955 Retail $28,365 $0 $0 $28,365 Recreation $11,077 $0 $0 $11,077 Space Rental $0 $6,000 $15,073 $21,073 Business Services $0 $101,322 $69,993 $171,315 TOTAL $145,764 $128,817 $165,713 $440,294 Page 593 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Convention Start Date: 10/2/2023 End Date: 10/4/2023 Overnight Attendees: 496 Day Attendees: 300 Direct Business Sales Sales by Source $200.000- $150.000 - $100.000 - $50.000 - Iowa Recycling and Solid Waste Management Conference Iowa Society of Solid Waste Operators Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $295,458 $458,485 163 199 $10,324 $9,793 993 Sales by Sector Trans. Space Rental - Retail Recreation Food/Bev Business Services •3size• Exioto'a 5: 5.2:.::: 54:.... SE.C...: S...... Industry Attendees Organizer Exhibitor Total Lodging $109,206 $3,072 $0 $112,278 Transportation $15,610 $1,024 $4,601 $21,235 Food & Beverage $42,037 $35,723 $9,676 $87,437 Retail $12,502 $0 $0 $12,502 Recreation $7,955 $0 $0 $7,955 Space Rental $0 $10,000 $2,668 $12,668 Business Services $0 $28,992 $12,391 $41,383 TOTAL $187,310 $78,811 $29,336 $295,458 Page 594 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Marching Against the Darkness Business Sales (Direct): $242,462 Weekend Organization: Marching Against the Darkness Inc. Business Sales (Total): $376,974 Event Type: Trade Show Jobs Supported (Direct): 165 Start Date: 7/7/2023 Jobs Supported (Total): 200 End Date: 7/8/2023 Local Taxes (Total): $2,527 Overnight Attendees: 80 Net Direct Tax ROI: $2,090 Day Attendees: 2300 Estimated Room Demand: 110 Direct Business Sales Sales by Source Sales by Sector $120.000 - Trans. $100.000 - Space Rental $80.000 - Retail $60.000 - -. Recreation $0.000 Lodging $20.000 - $0 0 Att2 ••3si23• Ex-:., _D'S 5v S2v.., ::: 54v...0.. 53v... ::: 580.000 S100.01 Industry Attendees Organizer Exhibitor Total Lodging $10,954 $6,696 $0 $17,650 Transportation $16,117 $2,232 $6,330 $24,679 Food & Beverage $39,530 $30,923 $13,313 $83,766 Retail $25,160 $0 $0 $25,160 Recreation $8,075 $0 $0 $8,075 Space Rental $0 $20,897 $3,671 $24,568 Business Services $0 $41,516 $17,048 $58,564 TOTAL $99,836 $102,264 $40,362 $242,462 Page 595 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: 31st Midwest Regional Show Ski Business Sales (Direct): $240,410 Tournament Organization: Waterhawks Ski Team Business Sales (Total): $376,085 Event Type: Trade Show Jobs Supported (Direct): 131 Start Date: 7/28/2023 Jobs Supported (Total): 163 End Date: 7/30/2023 Local Taxes (Total): $4,648 Overnight Attendees: 205 Net Direct Tax ROI: $4,206 Day Attendees: 2000 Estimated Room Demand: 410 Direct Business Sales $120.000 - Sales by Source Sales by Sector Trans. $100.000 - $80.000 - $60.000 - • Space Rental Retail -. Recreation Lodging $40.000 - $20.000 - 0 ood/Bev r ervices $0 2 iiees 0,gsize• Ex.-; ., _D'S 5v 52v.,, C 54v.0 55.,.: 55:..:.' Industry Attendees Organizer Exhibitor Total Lodging Transportation Food & Beverage Retail Recreation Space Rental Business Services TOTAL $41,032 $10,731 $29,631 $13,862 $6,274 $0 $0 $101,531 $9,305 $3,102 $32,872 $0 $0 $1,000 $49,695 $95,974 $0 $6,728 $14,152 $0 $0 $3,902 $18,122 $42,905 $50,337 $20,561 $76,655 $13,862 $6,274 $4,902 $67,817 $240,410 Page 596 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Cedar Valley Citywide Reunion Business Sales (Direct): $193,565 Organization: Social Action Inc. Business Sales (Total): $299,659 Event Type: Convention Jobs Supported (Direct): 65 Start Date: 8/10/2023 Jobs Supported (Total): 81 End Date: 8/13/2023 Local Taxes (Total): $5,736 Overnight Attendees: 200 Net Direct Tax ROI: $5,390 Day Attendees: 500 Estimated Room Demand: 495 Direct Business Sales Sales by Source Sales by Sector $120.000 - Trans. 100.000 Space Rental 80.000 - Retail $60.000 Recreation $0 000 Lodging Food/Bev $20.000 - Business Services $0 Attendees •3size• Exioto'a 5v 52v.XC 54v...0 Sa:.:!:: 58v.,, Industry Attendees Organizer Exhibitor Total Lodging $58,911 $3,602 $0 $62,513 Transportation $9,384 $1,201 $3,345 $13,930 Food & Beverage $24,378 $25,973 $7,035 $57,387 Retail $8,164 $0 $0 $8,164 Recreation $4,571 $0 $0 $4,571 Space Rental $0 $10,995 $1,940 $12,935 Business Services $0 $25,056 $9,009 $34,065 TOTAL $105,408 $66,827 $21,329 $193,565 Page 597 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: The Battle of Waterloo 2023 Business Sales (Direct): $311,924 Organization: The Battle of Waterloo Wrestling Business Sales (Total): $484,108 Tournament Event Type: Trade Show Jobs Supported (Direct): 161 Start Date: 12/14/2023 Jobs Supported (Total): 205 End Date: 12/16/2023 Local Taxes (Total): $4,237 Overnight Attendees: 375 Net Direct Tax ROI: $3,676 Day Attendees: 4000 Estimated Room Demand: 327 Direct Business Sales Sales by Source Sales by Sector $140.000 - Trans. $120.000 - pace Rental $100.000 - Retail 80.000 - • Recreation $G0.000 - Lodging $40.000- $20.000 - $0 ::_-nj22 v•gsiza. ExiE..t'J'} 50 S2D:004 540.044 560:004 580:004 S104.01 Industry Attendees Organizer Exhibitor Total Lodging $32,723 $11,078 $0 $43,801 Transportation $11,284 $3,693 $13,187 $28,163 Food & Beverage $27,736 $38,654 $27,736 $94,126 Retail $11,868 $0 $0 $11,868 Recreation $5,900 $0 $0 $5,900 Space Rental $0 $26,121 $7,648 $33,769 Business Services $0 $58,781 $35,516 $94,297 TOTAL $89,511 $138,326 $84,087 $311,924 Page 598 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: PWBA Championship Series Business Sales (Direct): $369,372 Organization: Cadillac XBC Business Sales (Total): $573,119 Event Type: Convention Jobs Supported (Direct): 86 Start Date: 8/8/2023 Jobs Supported (Total): 105 End Date: 8/15/2023 Local Taxes (Total): $10,890 Overnight Attendees: 310 Net Direct Tax ROI: $10,226 Day Attendees: 200 Estimated Room Demand: 1,115 Direct Business Sales $250.000 - Sales by Source Sales by Sector Trans. $200.000 - $150.000 - Space Rental Retail Recreation $100.000 - - $50.000 - - Business Services $0 Attendees O'gs1ze• Exnoto'a 5: E::::: 540,052. $66,{}00 $80,000 $100,COD $ 20, Industry Attendees Organizer Exhibitor Total Lodging Transportation Food & Beverage Retail Recreation Space Rental Business Services TOTAL $111,513 $18,019 $48,253 $14,627 $9,118 $0 $0 $201,530 $5,249 $1,750 $53,544 $0 $0 $18,000 $45,328 $123,870 $0 $6,896 $14,504 $0 $0 $3,999 $18,572 $43,971 $116,762 $26,664 $116,301 $14,627 $9,118 $21,999 $63,900 $369,372 Page 599 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE Resolution approving four (4) FY 2024 Quarter 1 and Quarter 2 Mini event grants, in the amount of $10,200.00, as recommended by the Waterloo Convention and Visitors Bureau Board of Directors. RECOMMENDED COUNCIL ACTION Approve grant application recommendation. SUMMARY STATEMENT AND BACKGROUND INFORMATION See attached documents for further details. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Council Communication HotelMotel Grants - Mini for FY24 Q1&Q2 Page 600 of 609 Council Communication City Council Meeting: TBD Prepared: April 21st, 2023 Dept. Head Signature: Tavis Hall, Experience Waterloo Number of Attachments: 2 SUBJECT: FY24 Q1 & Q2 Hotel/Motel Event Grant Requests Submitted by: Emily Nyren, Experience Waterloo Recommended City Council Action: Approve Experience Waterloo (CVB) board recommendation of $10,200. Event Summary: The Experience Waterloo Board of Directors is recommending the grant awards for 4 Mini event grants happening in Q1 & Q2 of FY24. These grant recommendations total $10,200. See attachment for summary of events with Economic Impact totals attached. Projected economic impact: $710,242 Request: $10,200 ROI (Economic impact based on requested funds): A $10,200 total award for these 4 Mini events would return $69.63 per dollar invested. Source of Funds: Hotel -motel tax grant funding for FY23 Policy Issue: None Alternative: Do not provide funding or provide alternate funding amount. 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 601 of 609 Event Impact Summary Destination: Experience Waterloo Event Key Results Parameters Event Name: Iowa Water Environment Business Sales (Direct): $201,873 Association 101 st Annual Conference Organization: Waterloo Convention Center Business Sales (Total): $312,315 Event Type: Convention Jobs Supported (Direct): 108 Start Date: 6/6/2023 Jobs Supported (Total): 133 End Date: 6/8/2023 Local Taxes (Total): $7,586 Overnight Attendees: 295 Net Direct Tax ROI: $7,226 Day Attendees: 250 Estimated Room 590 Demand: Direct Business Sales Sales by Source Sales by Sector $140.000 - Trans. $120.000 - Space Rental $100.000 - Retail $80.000 Recreation $60.000 - $40.000 - Food; Bev $20.000 - Business Services $0 1 -__1i=_aa •3Biz3• Exioto•a Sv S2v.....0 54v...., 53:):::: .. 58v.,.: 51v,,.,, Industry Attendees Organizer Exhibitor Total Lodging $82,074 $2,103 $0 $84,178 Transportation $9,505 $701 $2,920 $13,126 Food & Beverage $25,473 $22,676 $6,143 $54,292 Retail $7,702 $0 $0 $7,702 Recreation $4,814 $0 $0 $4,814 Space Rental $0 $9,600 $1,694 $11,294 Business Services $0 $18,602 $7,866 $26,467 TOTAL $129,569 $53,683 $18,622 $201,873 Page 602 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Formed & Made Market Business Sales (Direct): $89,488 Organization: Formed Designs Business Sales (Total): $139,755 Event Type: Trade Show Jobs Supported (Direct): 83 Start Date: 10/14/2023 Jobs Supported (Total): 100 End Date: 10/14/2023 Local Taxes (Total): $1,279 Overnight Attendees: 200 Net Direct Tax ROI: $1,116 Day Attendees: 1000 Estimated Room Demand: 91 Direct Business Sales Sales by Source Sales by Sector $50.000 Trans. $40.000 Space Rental $30.000 Retail Recreation $20.000 Lodging S10.000 Business Services $0 .21•jee 3••39-i.=• Exi�:o•a 5: 55.::: 5':.::: 5'S::: 52..::: 5E5:__ 5__.___ 5_5.: Industry Attendees Organizer Exhibitor Total Lodging $8,185 $1,013 $0 $9,198 Transportation $7,152 $338 $3,088 $10,578 Food & Beverage $16,122 $9,051 $6,494 $31,667 Retail $8,736 $0 $0 $8,736 Recreation $3,344 $0 $0 $3,344 Space Rental $0 $6,116 $1,791 $7,907 Business Services $0 $9,743 $8,316 $18,059 TOTAL $43,538 $26,261 $19,689 $89,488 Page 603 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Start Date: End Date: Overnight Attendees: 120 Day Attendees: Iowa USA Softball Mens State Waterloo Softball Assocation Convention 7/21/2023 7/23/2023 1500 Direct Business Sales S60.000 - S40.000- $20.000 - S0 Sales by Source 1 i Attendees 3rgsri2e• Exn o to•a 5v Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $110,967 $174,208 63 80 $1,411 $1,205 105 Sales by Sector Trans. Space Rental Retail Recreation Lodging 51 v.vvv 520:000 530:000 540:000 550.0 Industry Attendees Organizer Exhibitor Total Lodging $10,471 $3,751 $0 $14,223 Transportation $4,274 $1,250 $4,786 $10,311 Food & Beverage $9,185 $22,297 $10,066 $41,548 Retail $3,499 $0 $0 $3,499 Recreation $1,695 $0 $0 $1,695 Space Rental $0 $600 $2,776 $3,376 Business Services $0 $23,426 $12,890 $36,316 TOTAL $29,125 $51,325 $30,517 $110,967 Page 604 of 609 Event Impact Summary Destination: Experience Waterloo Event Parameters Key Results Event Name: Organization: Event Type: Start Date: End Date: Overnight Attendees: Day Attendees: 50/50 Bowling Tournament Cadillac XBC Convention 12/2/2023 12/3/2023 100 240 Direct Business Sales $30.000 - $25. 000 - $20. 000 - $15.000 - $10.000 - $5.000 - $0 Sales by Source 1 u Attenclee•39nze• ExiIto a sv Business Sales (Direct): Business Sales (Total): Jobs Supported (Direct): Jobs Supported (Total): Local Taxes (Total): Net Direct Tax ROI: Estimated Room Demand: $54,189 $83,954 37 46 $1,418 $1,321 137 Sales by Sector Trans. Space Rental Retail Recreation Lodging Business Services S15. C.C.C. Industry Attendees Organizer Exhibitor Total Lodging $14,240 $875 $0 $15,115 Transportation $2,322 $292 $1,132 $3,746 Food & Beverage $6,159 $8,791 $2,381 $17,331 Retail $1,928 $0 $0 $1,928 Recreation $1,161 $0 $0 $1,161 Space Rental $0 $3,721 $657 $4,378 Business Services $0 $7,480 $3,049 $10,529 TOTAL $25,811 $21,158 $7,219 $54,189 Page 605 of 609 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department May 1, 2023 AGENDA ITEM TITLE An ordinance enacting a new youth mental health protection. Motion to receive, file, consider, and pass for the second time an ordinance amending the City of Waterloo Code of Ordinances by enacting a new Chapter 12, Youth Mental Health Protection, of Title 3, Business and License Regulation. Motion to suspend the rules. Motion to receive, file, consider, and pass for the third time and adopt said ordinance. 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 606 of 609 ATTACHMENTS 1. Anti -Conversion Therapy Ordinance 2023 final Page 607 of 609 ORDINANCE NO. AN ORDINANCE AMENDING THE CITY OF WATERLOO CODE OF ORDINANCES BY ENACTING A NEW CHAPTER 12, YOUTH MENTAL HEALTH PROTECTION, TITLE 3, BUSINESS AND LICENSE REGULATION. WHEREAS, contemporary science recognizes that being lesbian, gay, bisexual, or transgender is part of the natural spectrum of human identity and is not a disease, disorder, or Illness; WHEREAS, conversion therapy has been rejected by every major medical and mental health organization, including the American Psychological Association, American Psychiatric Association, American Medical Association, American Academy of Pediatrics, American Academy of Child and Adolescent Psychiatry, American Counseling Association, American Psychoanalytic Association, American School Counselor Association, American School Health Association, National Association of Social Workers, and the Pan American Health Organization; WHEREAS, the advertising and provision of conversion therapy in exchange for monetary compensation is consumer fraud; WHEREAS, conversion therapy leads to critical health risks including anxiety, depression, decreased self-esteem, substance abuse, homelessness, and suicide; WHEREAS, minors are especially vulnerable to the harms associated with conversion therapy; WHEREAS, the City has a compelling interest in protecting the physical and psychological well-being of minors, including lesbian, gay, bisexual, and transgender youth, and in protecting its minors against exposure to serious harms caused by conversion therapy. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA AS FOLLOWS: Section 1. That a new Chapter 12, Youth Mental Health Protection, of Title 3, Business and License Regulation, be enacted as follows: CHAPTER 12 YOUTH MENTAL HEALTH PROTECTION SECTION: 3-12-1: DEFINITIONS 3-12-2: CONVERSION THERAPY PROHIBITED 3-12-3: ENFORCEMENT 3-12-4: PENALTIES 3-12-5 SEVERABILITY 3-12-1: DEFINITIONS: SEXUAL ORIENTATION, GENDER IDENTITY CHANGE EFFORTS, OR CONVERSION THERAPY: Means any practices or treatments that seek to change an individual's sexual orientation or gender identity, including efforts to change behaviors or gender expressions or to eliminate or reduce sexual or romantic attractions or feelings toward individuals of the same gender. Sexual orientation or gender identity change efforts do not include counseling that provides assistance to a person undergoing gender transition or that provides acceptance, support, Page 608 of 609 and understanding of a person or facilitates a person's coping, social support, and identity exploration and development, including sexual -orientation -neutral interventions to prevent or address unlawful conduct or unsafe sexual practices, as long as such counseling does not seek to change an individual's sexual orientation or gender identity. MEDICAL OR MENTAL HEALTH PROFESSIONAL: Means any individual who is licensed by a local, state, federal, or other regulatory body to engage in a profession related to physical or mental health, including any students, interns, trainees, apprentices, or assistants who provide medical or mental health services under the auspices, guidance, or supervision of a licensed medical or mental health professional. 3-12-2: CONVERSION THERAPY PROHIBITED: No medical or mental health professional shall engage in conversion therapy with a minor within the City. 3-12-3: ENFORCEMENT: The City Attorney shall enforce the provisions of this ordinance. If the City Attorney receives a report of a violation of this ordinance, the City Attorney or the City Attorney's designee shall mail to the medical or mental health professional written notice to immediately cease and desist the violation. The failure of the medical or mental health professional to immediately cease and desist shall subject the medical or mental health professional to the civil penalty provided in Section 4 of this chapter. 3-12-4: PENALTIES: A violation of Section 2 of this chapter is a Municipal Infraction pursuant to 1-3-2 of the City Code. Each day in violation constitutes a separate offense. 3-12-5 SEVERABILITY: If any provision or clause of this chapter or its application to any person or in any circumstances is held invalid, such invalidity shall not affect other provisions or applications of this chapter, which can be given effect without the invalid provision, or application, and to this end, the provisions of this chapter shall be severable. Section 2. This ordinance shall be in full force and effect from and after its passage and publication as provided by law. INTRODUCED: , 2023 PASSED 1st CONSIDERATION: , 2023 PASSED 2nd CONSIDERATION: , 2023 PASSED 3rd CONSIDERATION: , 2023 PASSED AND ADOPTED this day of , 2023. ATTEST: Kelley Felchle, City Clerk Quentin Hart, Mayor Page 609 of 609