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Council Packet - 4/21/2025
CITY OF �4iLTERLOO IOWA THECITY COUNCIL OF WATERLOO, IOWA REGULAR SESSION TO BE HELD AT Harold E. Getty Council Chambers Monday, April 21, 2025 5:30 PM CITY OF WATERLOO COMMUNITY VISION PLAN 1. Fly the W: To develop a sense of pride and relationship between residents and the City of Waterloo, and then leverage that pride to communicate the City's attributes to external audiences. 2. Elevate Housing: Redevelop, renovate, or improve 800 residences in Waterloo in eight years by providing access to capital. 3. Celebrate and Connect Neighborhoods: To leverage Waterloo's rich tradition of neighborhoods by celebrating and connecting them with the community and region at large. 4. Waterloo Works: Grow a diverse and skilled workforce in Waterloo that connects people and employers for mutual growth. 5. Crossroads Doubledown: Re -energize the Crossroads Mall area into a sports/recreation-themed gravitational center. 6. Power Up Downtown: Keep Waterloo's core downtown evolving to meet the needs of future generations, supporting and showcasing arts and cultural opportunities and creating an experience like no other. 7. Sportstown USA: To generate excitement, develop youth, and drive investment and economic impact from year-round visitors. 8. Community of Opportunity: Eliminate barriers that keep Waterloo residents, and the community as a whole, from reaching its true potential, creating an equitable, thriving, and sustainable community for future generations. Waterloo is a Community of Opportunity, where everyone can prosper. GENERAL RULES FOR PUBLIC PARTICIPATION REGULAR SESSION AGENDA A. Iowa Code Chapter 21 gives the public the right to attend council meetings, but it does not require cities to allow public participation except during public hearings. The public 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 Page 1 of 638 name, address, and group affiliation, if appropriate, and speak clearly into the microphone. C. Comments shall be germane and refrain from personal, impertinent, or slanderous remarks. D. Cell phones and electronic devices shall be set to silent prior to the start of the meeting. RULES FOR PUBLIC COMMENT SECTION OF THE AGENDA A. Individuals shall speak one (1) time on only one (1) issue for a maximum of three (3) minutes During the public comment section of the agenda. The public shall not be required to pre -register to speak during public comment. Individuals shall only speak on matters not listed on the regular agenda for that date. Any matter presented shall be directed to the presiding officer and addressed, if necessary, after the meeting. B. Council members may speak during public comment portion of the agenda after the public has finished speaking C. City staff shall not be required to provide an immediate answer to a matter presented during a council meeting unless it specifically pertains to an item on the agenda RULES FOR PUBLIC COMMENT DURING PUBLIC HEARINGS Individuals may speak during the public comment portion of a scheduled public hearing for a maximum of three (3) minutes or may submit written comments to the city clerk by four o'clock (4:00) P.M. on the day of the public hearing. Groups of citizens with similar viewpoints are encouraged to select a representative to share the viewpoint of the group. RULES FOR PUBLIC COMMENT DURING AGENDA ITEMS At the discretion of the presiding officer, individuals may speak for a maximum of three (3) minutes when the council discusses agenda items. This section does not apply to businesses or parties directly involved in agenda items. Roll Call. Prayer or Moment of Silence. Pledge of Allegiance, Mayor Quentin Hart. Approval of Agenda as proposed or amended. Approval of Minutes of the April 7, 2025, regular session and the April 7, 2025, Council Special Session, as proposed or amended. 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 Page 2 of 638 The consent agenda is reserved for routine resolutions and motions, acted upon by roll call vote on a single motion without discussion. Council shall either vote yea or nay when the roll is called. Council members may request that an item be removed from the consent agenda and considered separately. Such a request does not require a second. The public shall be prohibited from requesting that items listed on the consent agenda be removed and considered separately. The public may contact council members with questions regarding consent agenda items. 1-4A-16(A)(8). 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as April 24, 2025, and date of public hearing as May 5, 2025, rescinding Resolution 2025-148 in its entirety, in conjunction with the Passenger Boarding Bridge Replacement Project, No. FAA AIP 3-19-0094-057, and instruct the City Clerk to publish notice. 3. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 8, 2025, and date of public hearing as May 19, 2025, in conjunction with the FY 2025 Prefabricated Shelter at 512 University Avenue, Contract No. 1113, and instruct the City Clerk to publish notice. 4. Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Peters Construction on behalf of Waterloo Development Corporation to allow for a hard court community recreation center in the "M-2, P" Planned Industrial District located adjacent to 360 Westfield Avenue, along West Commercial Street, and instruct the City Clerk to publish notice. 5. Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Fehr Graham, on behalf of Northland Oil, to allow for construction of a parking lot in the "R-2, C-Z" Conditional Zoning District located across from 1000 Rainbow Drive, and instruct the City Clerk to publish notice. 6. Resolution setting date of public hearing as May 5, 2025, to approve a rezone request by Alycia Ludden to rezone approximately 7.33 acres from "A-1" Agricultural District to "R-2,R- P" Planned Residence District located at 2775 Logan Avenue, and instruct the City Clerk to publish notice. 7. Resolution setting date of public hearing as May 5, 2025, on the proposal to acquire right- of-way, permanent easements, and temporary easements for the La Porte Road Reconstruction Phase II Project, generally located on La Porte Road from just south of Plymouth Avenue to Hawthorne Avenue, and instruct the City Clerk to publish notice. 8. Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Olsson Engineers, on behalf of Veridian Credit Union, for the construction of a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue, and instruct the City Clerk to publish notice. 9. Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by LJ's Welding & Fabrication, Inc., of Waterloo, Iowa, in the amount of $36,027.70, in conjunction with the Uni-Cue Handrail Project. Page 3 of 638 10. Motion to approve Change Order No. 9 with Woodruff Construction of Waterloo, Iowa, for a total increase of $2,190.00, in conjunction with the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said document. 11. Motion to approve Change Order No. 2 with Municipal Pipe Tool Co., LLC, of Hudson, Iowa, for a net decrease of $123,855.71, in conjunction with FY 2024 CIP Pipelining Phase IVB1, Contract No. 1102, and authorizing the Mayor and City Clerk to execute said document. 12. Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by Municipal Pipe Tool Co., LLC of Hudson, Iowa in the amount of $17,992.32, in conjunction with the FY 2024 CIP Pipelining Phase IVB1 Project, Contract No. 1102, and receive and file a two-year maintenance bond. 13. Communication from the Finance Department on the notice of the conclusion of employment of Shaubhik Roy, Financial Analyst, effective March 27, 2025, with recommendation of approval of payout of $1,407.84 for unused benefits. 14. Motion to approve the appointment of Meagan Visser from the current Civil Service List to the position of Financial Analyst in the Finance Department, effective April 28, 2025. 15. Liquor Licenses a. Corks, 1956 Lafayette Street, class E w/Sunday Sales (New) Exp: 02/15/2026. b. Jim's Food, 437 Sullivan Avenue, class E w/Sunday Sales (Renewal) Exp: 04/14/2026. c. Prime Mart, 3535 Marigold Drive, Class E w/Sunday Sales (Renewal) Exp: 01/19/2026. d. Ray's Supermarket, 1975 Franklin Street, Class C w/Sunday Sales (Renewal) Exp: 03/02/2026. e. The Spot #3, 117 E. San Marnan Drive, Class C w/Sunday Sales (Renewal) Exp: 04/04/2026. f. Tokyo Japanese Steakhouse, Inc., 1931 Sears Street, Class C w/Outdoor Service and Sunday Sales (Renewal) Exp: 02/13/2026. g. Uni Mart, 1615 Bishop Avenue, Class E w/Sunday Sales (Renewal) Exp: 02/28/2026. 16. Cigarette/Tobacco/Nicotine/Vapor Permits a. Pink Cloud Smoke Shop, 3026 Ansborough Avenue. B. Walmart Store #1496, 1334 Flammang Drive. 17. Bonds. PUBLIC HEARINGS 1. FYE 2026 Budget Hearing. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments. Resolution approving the FY 2026 budget including total property tax askings of $53,630,715.00 and a levy rate of $21.79160 for the budget year ending June 30, 2026. Submitted by: Bridgett Wood, Finance Director 2. Not to Exceed $1,100,000 Sewer Revenue Capital Loan Notes (State of Iowa Page 4 of 638 Revolving Fund Sponsored Project). Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments. Resolution instituting proceedings to take additional action for the authorization of one or more loan and disbursement agreements and the issuance of not to exceed $1,100,000 Sewer Revenue Capital Loan Notes. Submitted by: Bridgett Wood, Finance Director 3. Passenger Boarding Bridge Project, FAA AIP Grant No. 3-19-0094-057-2025. The public hearing is canceled and rescheduled to May 5, 2025. Submitted by: Steven Kjergaard, Director of Aviation 4. Rehabilitate Runway 18-36 Inside Runway 12-30 Safety Area, FAA AIP Grant No. 3-19- 0094-0XX-2025. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments. Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Motion to receive, file, and instruct the City Clerk to read the bids. Resolution approving award of bid to Aspro, Inc. of Waterloo, Iowa in the amount of $1,651,832.50, approving the contract, bonds, and certificate of insurance, in conjunction with the Rehabilitate Runway 18-36 Inside Runway 12-30 Safety Area, FAA AIP Grant No. 3-19-0094-0XX-2025, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Steven Kjergaard, Director of Aviation 5. Request by Gregory H. Steffen, for a Site Plan Amendment in the "R-2" One and Two Family Residence District at 4192 Logan Avenue. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an Ordinance amendment to Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by Gregory H. Steffen, for a Site Plan Amendment to remove a Condition of Zoning, to allow for two additional homes in the "R-2" One and Two Family Residence District located southeast of 4192 Logan Avenue. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 6. Request by Panther Builders for a Site Plan Amendment in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. Page 5 of 638 Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an Ordinance amendment to Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by Panther Builders for a Site Plan Amendment to allow for residential development with eighteen lots and two stormwater tracts in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 7. Request by International Paper for a Site Plan Amendment to the M-2,P Planned Industrial District to construct a 969,000 square foot manufacturing facility, located north of 3040 Leversee Road. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an Ordinance amendment to Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a request by International Paper, for a Site Plan Amendment to construct a 969,000 square foot manufacturing facility in the "M-2,P" Planned Industrail District, located north of 3040 Leversee Road. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt ordinance. Submitted by: Noel Anderson, Community Planning and Development Director 8. Sale and conveyance of city -owned property located north of 2119 West 8th Street. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close the hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of city -owned property located north of 2119 West 8th Street to Arch Homes, LLC in the amount of $5,000.00 to Arch Homes, LLC, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Arch Homes, LLC, for the construction of a twin home, located north of 2119 West 8th Street, with a total of $10,000.00 Infill Housing Grant and purchase price refund of $5,000.00, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 9. Sale and conveyance of ten city -owned lots in the Church Row Neighborhood to Iowa Heartland Habitat for Humanity. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Page 6 of 638 Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of ten city -owned lots in the Church Row Neighborhood, to Iowa Heartland Habitat for Humanity, for the construction of thirteen new residential units, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Iowa Heartland Habitat for Humanity, with a grant of $65,000.00 for infill housing development for the construction of thirteen new residential units, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 10. Request by 3 Stooges, LLC for a Site Plan Amendment to the "M-2,P" Planned Industrial District to construct a 50,000 square foot office/warehouse building at the southeast corner of Leversee Road and WARP Drive. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close public hearing and receive and file oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an Ordinance 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 Site Plan Amendment request by 3 Stooges, LLC for a Site Plan Amendment for the construction of a 50,000 square foot office/warehouse building located in the "M-2, P" Planned Industrial District, at the southeast corner of Leversee Road and WARP Drive. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt ordinance. Submitted by: Noel Anderson, Community Planning and Development Director RESOLUTIONS 1. Resolution approving a Master Services Agreement with OpenGov for building permit and inspections software, in the amount of $112,340.17 for subscription and implementation, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Kelley Felchle, City Clerk 2. Resolution approving a Supplemental Agreement No. 7 with AECOM of Waterloo, Iowa in the amount of $150,000.00, originally executed on April 8, 2015, in conjunction with the planning and engineering services to assist the Waste Management Services Department, and authorizing the Mayor to execute said document. Submitted by: Randy Bennett, Public Works Division Manager 3. Resolution approving a three-year agreement between the Waterloo Regional Airport and GateKeeper Systems, Inc., of Eagan, Minnesota, in the amount of $5,600.00 plus $2,000.00 implementation fee in year one; $5,650.00 in year two; $5,700.00 in year three, for specialized software used to track required Terminal and Airfield inspections, and authorizing the Mayor to execute said document. Submitted by: Steven Kjergaard, Director of Aviation Page 7 of 638 4. Resolution approving a revised Refundable Advance for Construction of Underground Electric Service Extension, originally approved by council on September 3, 2024 by Resolution No. 2024-534, in the amount of $27,570.50 for use with MidAmerican Energy, for electric distribution to serve reconstructed pool at 801 Campbell Avenue, in conjunction with the FY 2024 Byrnes Aquatic Center Project, Contract No. 1077, and authorizing the Mayor to execute said document. Submitted by: Todd Derifield, Leisure Services Interim Director 5. Resolution approving Byrnes Aquatic Center Rates. Submitted by: Todd Derifield, Leisure Services Interim Director 6. Resolution approving a Services Agreement with MidAmerican Energy Company, of Des Moines, Iowa, in the estimated amount of $6,100.00, in conjunction with the gas service extension to serve a reconstructed pool pump house at 801 Campbell Avenue, and authorizing the Mayor to execute said document. Submitted by: Todd Derifield, Leisure Services Interim Director 7. Resolution approving an Easement Agreement in the amount of $1.00 with the Waterloo Community School District, in conjunction with the new Waterloo High School Project, located at 1350 Katoski Drive, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 8. Request by Panther Builders for the Preliminary Plat of Baltimore Fields 2nd Addition, an 18-lot residential subdivision in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. Submitted by: Noel Anderson, Community Planning and Development Director 9. Resolution approving an Early Access Agreement with International Paper Company, to allow certain development activities on land located at 3230 Leversee Road, north of 3040 Leversee Road, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Noel Anderson, Community Planning and Development Director 10. Resolution approving the Contracted Education Proposal for the Hartman Reserve Stormwater Education Program in the amount of $2,540.69, and authorizing the Mayor to execute said document. Submitted by: Wayne Castle, PLS, PE, Assistant City Engineer 11. Resolution to approve a Right of Entry Agreement with Cedar Valley Corp. LLC, to have a temporary concrete batch plant, located near the southeast corner of Highway 20 and Ansborough Avenue, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Tim Andera, Economic Development Specialist 12. Resolution approving the Comprehensive Safety Action Plan (CSAP) and committing to the goal of eliminating traffic deaths and serious injuries by 2040 on streets and highways within the Downtown Waterloo area, and authorize the Mayor and City Clerk to execute said Page 8 of 638 document. Submitted by: Noel Anderson, Community Planning and Development Director ORDINANCES 1. An ordinance amending the City of Waterloo Traffic Code by amending sections pertaining to parking lots and parking ramps. ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk Page 9 of 638 April 7, 2025 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 7, 2025. Roll Call. Mayor Pro Tem Ray Feuss in the Chair. Roll Call: Mr. Nichols, Ms. Creighton -Smith, Mr. Chiles, Mr. Simon, Ms. Wilder and Mr. Feuss. Mr. Boesen was absent. Prayer or Moment of Silence. Pledge of Allegiance, Ray Feuss, Ward 5 Council Member. Approval of Agenda, as proposed or amended. Nichols/Chiles that the agenda as proposed be approved. Voice vote -Ayes: Six. Motion carried. Approval of Minutes of the March 17, 2025, regular session, as proposed or amended. Nichols/Chiles that the minutes of March 17, 2025, Regular Session, as proposed be approved. Voice vote - Ayes: Six. Motion carried. PUBLIC COMMENTS The following individuals commented on various subjects. Aaron Stacey Roberts, 411 Almond Street Forest Dillavou, 1725 Huntington Road Chris Hale, 512 Mulberry Street Cheryl Christiansen, 1702 E. Mitchell Avenue Angela Schwartz, 595 Sunset Road Amy Mangrich, 725 Fletcher Avenue Mr. Simon encouraged people to get involved and learn as much as they can about how the council and city operate. He further commented shared that people can have their home's value re -assessed at the county if they believe it was valued incorrectly. Ms. Creighton -Smith shared that the Ward 4 meeting will be held on April 17 where she will be sharing how to access the city website to find the answers they are looking for. Mr. Nichols shared that council member's contact information is on the city website. Mr. Chiles shared that the combined Ward 1 and 2 meeting is held on the last Saturday of each month at Ridgeway Sidecare Coffee at noon. Ms. Wilder shared that the Ward 3 council meeting would be on the last Sunday of the month at Page 1 of 13 Page 10 of 638 the Waterloo Public Library. Mr. Feuss provided clarification to various comments made by the public. Nichols/Simon to close public comments. Voice vote -Ayes: Six. Motion carried. CONSENT AGENDA Nichols/Wilder that the following items on the consent agenda be received and placed on file, including the payment of bills for March 24, 2025, in the amount of $4,557,388.31, March 31, 2025, in the amount of $4,619,986.59 and April 7, 2025, in the amount of $3,874,723.49, and the removal of consent agenda item number 24 to be discussed separately. Roll Call vote -Ayes: Six. Motion carried. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-179. Resolution setting date of public hearing as April 21, 2025, to approve the FY 2026 budget and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-180. Resolution fixing date for a meeting on the authorization of one or more Loan and Disbursement Agreements and the issuance of not to exceed $1,100,000.00 Sewer Revenue Capital Loan Notes of the Cityof Waterloo,_lowa, and directing the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-181. 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. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-182. Resolution approving the request by Jason Lawless for tax exemptions on the construction of a new single-family home valued at $235,000.00, for property located at 132 Axlewood Drive, and located in the Consolidated Urban Revitalization Area (CURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-183. Resolution approving the request by Enes Kuduzovic, for tax exemptions on the construction of a new single-family home valued at $450,000.00, for property located at 1475 Audubon Drive and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor Page 2 of 13 Page 11 of 638 assigned No. 2025-184. Resolution approving the request by Robson Homes Inc., for tax exemptions on the construction of a new condominium unit valued at $200,000.00, for property located at 4132 Omaha Avenue, and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-185. Resolution approving the request by Robson Homes Inc., for tax exemptions on the construction of a new condominium unit valued at $200,000.00, for property located at 4134 Omaha Avenue, and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-186. Resolution approving the request by Robson Homes Inc., for tax exemptions on the construction of a new condominium unit valued at $200,000.00, for property located at 4138 Omaha Avenue and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-187. Resolution approving the request by Kayla Sproul, for tax exemptions on the construction of a new single-family home valued at $270,000.00, for property located at 121 Coral Drive and located in the City Limits Urban Revitalization Area (CLURA). Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-188. Resolution setting date of public hearing as April 21, 2025, to approve a request by Gregory H. Steffen, for a Site Plan Amendment to remove a Condition of Zoning, to allow for two additional homes in the "R-2" One and Two Family Residence District located southeast of 4192 Logan Avenue, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-189. Resolution setting date of public hearing as April 21, 2025, to approve a Site Plan Amendment request by 3 Stooges LLC for the construction of a 50,000 square foot office/warehouse building in the "M-2, P" Planned Industrial District, at the southeast corner of Leversee Road and WARP Drive, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-190. Resolution setting date of public hearing as April 21, 2025, to authorize the sale and conveyance of ten city -owned lots in the Church Row Neighborhood, to Iowa Heartland Habitat for Humanity, for the construction of thirteen new residential units, with a grant of $65,000.00, including a Development Agreement, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-191. Page 3 of 13 Page 12 of 638 Resolution setting date of public hearing as April 21, 2025 to authorize the sale and conveyance of city -owned property located north of 2119 West 8th Street in the amount of $5,000.00 to Arch Homes, LLC., and a development agreement for the construction of a twin - home with an approximate value of $360,000.00, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-192. Resolution setting date of public hearing as April 21, 2025, to approve a request by International Paper for a Site Plan Amendment in the M-2,P Planned Industrial District, to construct a 969,000 square -foot manufacturing facility, located north of 3040 Leversee Road, and instruct the City Clerk to publish public notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-193. Resolution setting date of public hearing as April 21, 2025 to approve a request by Panther Builders for a Site Plan Amendment to allow for residential development with 18 lots in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-194. Resolution setting date of public hearing as May 5, 2025, to approve proposed repairs, in conjunction with the FY 2026 Sidewalk Inspection and Repair Program — Zone 5A, and approve a request to send out notification to property owners of proposed sidewalk repairs and estimate of costs, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-195. Resolution approving preliminary specifications, bid documents, etc., setting the date of bid opening as April 24, 2025, and date of public hearing and award of bid as May 5, 2025, in conjunction with the South Hills Golf Course Maintenance Building Project and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-196. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 24, 2025, and date of public hearing as May 5, 2025, in conjunction with the Park Avenue Bridge Marker, Contract No. 1121, and instruct the City Clerk to publish notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-197. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 17, 2025, and date of public hearing as May 5, 2025, in conjunction with the Street Department Seal Coat Program, and instruct the City Clerk to publish said notice. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-198. Page 4 of 13 Page 13 of 638 Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by Modern Builders of Janesville, Iowa in the amount of $35,855.00, in conjunction with the Hangar No. 3 Wall Repairs Project, FY-23 IDOT CSVI Contract No. 4606. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-199. Resolution approving the installation of a speed hump located near 1228 South Hill Drive. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-200. Resolution approving the installation of a speed hump located near 1167 Easton Avenue. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-201. Communication from the Housing Department on the notice of the conclusion of employment of Beverly Cosby, Housing Coordinator, effective March 12, 2025, with recommendation of approval of payout of $711.48 for unused benefits. Creighton-Smith/Wilder Ms. Creighton -Smith shared that she wanted to vote no and was unsure of the process. Ms. Wilder questioned if a no vote affects the entire motion or just the conclusion of employment or the payout. Mr. Feuss explained that concerns about employment issues should be brought before the Human Resources department. Roll Call vote -Ayes: Five. Nays: One (Creighton -Smith). Motion carried. Communication from the Leisure Services Department on the notice of the conclusion of employment of Roger Allen, Mechanic, effective February 25, 2025, with recommendation of approval of payout of $1,355.73 for unused benefits. Communication from the Waste Management Services Department on the notice of the conclusion of employment of Brian Bowman, Operations Director, effective February 25, 2025, with recommendation of approval of payout of $15,491.94 for unused benefits. Motion to approve the appointment of Lexi Schneider from the current Civil Service List to the position of Planner II in the Community Planning and Development Department, effective April 8. 2025. Motion to approve the appointment of Alyissa Little to the position of Administrative Secretary in the Community Planning and Development Department, effective April 21, 2025. Page 5 of 13 Page 14 of 638 Marty Freshwater, Board/Commission: HVAC Mechanical Board For Licensing and Appeals, Expiration Date: April 7, 2028, [Renewal]. Travis Young, Board/Commission: HVAC Mechanical Board For Licensing and Appeals, Expiration Date: April 7, 2028, [Renewal]. Tim Fereday, Board/Commission: HVAC Mechanical Board For Licensing and Appeals, Expiration Date: April 7, 2028, [new]. Kaitlin Boyle, Board/Commission: HVAC Mechanical Board For Licensing and Appeals, Expiration Date: April 7, 2028, [new]. Tim Butler, Board/Commission: HVAC Mechanical Board For Licensing and Appeals, Expiration Date: April 7, 2028, [new]. Motion to approve change order request #CR-2025-0020 with Entrust Solutions Group of Warrenville, Illinois, in the amount of $90,572.97, in conjunction with newly constructed homes on Grindstone Circle and Omaha Avenue, and authorizing the Mayor and City Clerk to execute said document. Motion to approve the purchase of Docusign electronic signature platform in the amount of $2,808.00. Motion to approve an Exception to Burning Yard Waste Application by Iowa Natural Heritage Foundation - Bill Kohler, to burn approximately 20 acres of prairie property, located east of 530 W. Big Rock Road, between April - May 2025, weather permitting. Motion to receive and file Airport Board minutes of February 26, 2025. Motion to receive and file Leisure Services Commission Board minutes of February 12, 2025. Liquor Licenses Page 6 of 13 Page 15 of 638 a. Ali's Corner, 1117 E. 4th Street, Class E w/Sunday Sales (Renewal) Exp: 03/31/2026. b. Amalgamated Local 838 UAW, 2615 Washington Street, Class C w/Sunday Sales (Renewal) Exp: 02/28/2026. c. Cadillac XBC, 620 LaPorte Road, Class C w/outdoor Service and Sunday Sales (Renewal) Exp: 03/27/2026. d. El Senior Tequilla, 118 E. 11th Street, Class C w/Sunday Sales (New) Exp: 03/20/2026. e. Half Pint Saloon, 1831 Independence Avenue, Class C w/Outdoor Service and Sunday Sales (Renewal) Exp: 04/18/2026. f. Hometown Foods, 1010 E. Mitchell Avenue, Class E w/Sunday Sales (Renewal) Exp: 04/30/2026. g. Jamesons Public House, 310 E. 4th Street, Class C w/Outdoor Service and Sunday Sales (Renewal) Exp: 03/31/2026. h. Kwik Stop 4, 515 Broadway Street, Class E w/Sunday Sales (Renewal) Exp: 05/07/2026. i. La michuacana Resaurant, 1221 Franklin Street, Class C w/Sunday Sales (Renewal) Exp: 03/26/2026. j. Logan Avenue Convenience Store, 735 Logan Avenue, Class E w/Sunday Sales (Renewal) Exp: 04/23/2026. k. Lustre Event Center, 620 Commercial Street, Class C w/Sunday Sales (New) Exp: 01 /31 /2026. I. Michoacana Meat Market, 1215 Franklin Street, Class B w/Sunday Sales (Renewal) Exp: 04/26/2026. m. SK Minimart, 306 Byron Avenue, Class E w/Sunday Sales (New) Exp: 02/28/2026. n. Sunnyside Country Club, Inc., 1600 Olympic Drive, Class C w/Outdoor Service and Sunday Sales (Renewal) Exp: 04/13/2026. Bonds. Cigarette/Tobacco/Nicotine/Vapor/Device Permits a. Vape Time, LLC, 325 Franklin Street. PUBLIC HEARINGS Proposed funding recommendations set forth by the Waterloo Housing Authority on the proposed 5-year Annual plan, the 2025 Administrative Plan and the 2025-2029 ACOP Plan. Nichols/Creighton-Smith to receive and file proof of publication of notice of public hearing. 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/Creighton-Smith Page 7 of 13 Page 16 of 638 to close hearing. Voice vote -Ayes: Six. Motion carried. Nichols/Creighton-Smith Resolution approving the Waterloo Housing Authority 5-year Annual Plan, the 2025 Administrative Plan, and the 2025-2029 ACOP Plan. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-202. Nichols/Creighton-Smith Resolution approving Proposed funding recommendations set forth by the Waterloo Housing Authority in the proposed 5-year Annual Plan, the 2025 Administrative Plan, and the 2025-2029 ACOP Plan. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-203. Ms. Wilder requested an overview of the item. LeKeisha Veasley, Housing Authority Director, provided an overview of the agenda item. Ms. Creighton -Smith requested additional information on how the funding works for the program. LeKeisha Veasley shared that 95% of the funding for the program comes from the federal government. Asbestos Abatement Services, Contract No. AB-2025-03-03P. Wilder/Nichols to receive and file proof of publication of notice of public hearing. 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. Wilder/Nichols to close hearing. Voice vote -Ayes: Six. Motion carried. Wilder/Nichols Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-204. Wilder/Nichols to receive, file, and instruct the City Clerk to read bids. Voice vote -Ayes: Six. Motion carried. Engineer's Estimate: $60,000.00 AAA Budget Environmental, Inc., Monticello, IA - 5% - $42,592.00 Advanced Environmental Testing and Abatement, Inc., Waterloo, IA - 5% - $39,300.00 All Star Environmental, Dubuque, IA - 5% - $26,883.00 REW Services Corporation, Des Moines, IA - 5% - $102,053.00 Wilder/Nichols Page 8 of 13 Page 17 of 638 Resolution approving the award of bid to All Star Environmental of Dubuque, Iowa, in the amount of $26,883.00, in conjunction with Asbestos Abatement Services, Contract AB-2025-03- 03P, for properties located at 1402 Mulberry Street, 512 Almond Street, and 222 Randall Street, and authorizing the Mayor and City Clerk to execute said document. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-205. Aric Schroeder, City Planner, shared that the city has had five contracts with this company over the last five years and shared that the funding is coming from Habitat for Humanity along with a development agreement. Mr. Chiles questioned if funds were coming from our EPA grant. Aric Schroeder commented that they would not and explained that two of the properties are owned by Iowa Heartland Habitat for Humanity with a council -approved development agreement. The other property is a city -owned property that is located in a TIF district, so it would be covered by TIF funds and the other two would be paid for out of the nuisance abatement funds. Waterloo Regional Airport Janitorial Services Contract. Chiles/Nichols to receive and file proof of publication of notice of public hearing. 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/Nichols to close the hearing. Voice vote -Ayes: Six. Motion carried. Chiles/Nichols Resolution confirming approval of specifications, bid documents, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-206. Chiles/Nichols to receive, file, and instruct the City Clerk to read the bids. Voice vote -Ayes: Six. Motion carried. AV Flight, Ann Arbor, MI - No Bid Provided - Alt 1: $7,000.00 + cost + 15% - Alt 2: $13,000.00 + cost + 1 5% Fresh Start Cleaning Solutions, Inc., Denver, IA - $7,000.00 - Alt 1: $3,000.00 - Alt 2: $8,980.00 Office Pride, Cedar Rapids, IA - $6,825.00 - Alt 1: $700.00 - Alt 2: $2,000.00 Perfection PWS, Hopkins, MN - $6,500.00 - Alt 1: $750.00 - Alt 2: $1,000.00 Superior Cleaning, Waterloo, IA - $5,460.00 - Alt 1: No Bid Provided - Alt 2: No Bid Provided Resolution approving award of bid to Perfection Plus of Hopkins, Minnesota, in the amount of $6,500.00 per month for the regular service; bid alternate 1, window washing, at $750.00 per occurrence and bid alternate 2, carpet and tile cleaning, at $1,000.00 per occurrence, approving the contract, bonds, and certificate of insurance, in conjunction with the Waterloo Regional Airport Janitorial Services Contract, and authorizing the Mayor to execute said documents. Roll Page 9 of 13 Page 18 of 638 Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-207. FY 2026 Levee Rip Rap Spraying, Contract No. 1120. Nichols/Chiles to receive and file proof of publication of notice of public hearing. 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/Chiles to close hearing. Voice vote -Ayes: Six. Motion carried. Nichols/Chiles Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-208. Nichols/Chiles to receive, file and instruct the City Clerk to read bids. Voice vote -Ayes: Six. Motion carried. Engineer's Estimate: $69,375.00 Landmark Turf Services, LLC, Dunkerton, IA - 5% - $54,208.00 Nichols/Chiles Resolution approving award of bid to Landmark Turf Services, Inc., of Dunkerton, Iowa, in the amount of $54,208.00, approving the contract, bond and certificate of insurance, in conjunction with the FY 2026 Levee Rip Rap Spraying, Contract No. 1120, and authorizing the Mayor and City Clerk to execute said document. Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-209. RESOLUTIONS Resolution approving Sailor Nation Donation Agreement for Galloway Park and authorizing the Mayor and City Clerk to execute said documents. Creighton-Smith/Wilder Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-210. Resolution approving a professional GIS services with University of Northern Iowa GeoTree Center of Cedar Falls, Iowa, in the amount not to exceed $9,585.00, in conjunction with the Digitization of On -Street Traffic Markings for the City of Waterloo, and authorizing the Mayor and City Clerk to execute said document. Creighton-Smith/Wilder Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-211. Page 10 of 13 Page 19 of 638 Resolution approving a Purchase Agreement with Clean Air and Water Systems of Dousman, Wisconsin, for HDPE Liner Materials and Repairs in an amount not to exceed $19,950.00 for the Equalization Basins Waste Management Services Plant, and authorizing the Mayor to execute said document. Creighton-Smith/Wilder Roll Call vote -Ayes: Wilder. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-212. Resolution approving a Professional Services Agreement with Strand Associates of Madison, Wisconsin, in the amount of $40,000.00, in conjunction with engineering services for the Wastewater Treatment Plant and Collection Systems Operations Project, and authorizing the Mayor to execute said document. Nichols/Wilder Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-213. Resolution approving a Development Agreement with Iowa Heartland Habitat for Humanity for the construction of a new single family home at the west corner of Western Avenue and W. 2nd Street, including a $5,000 infill incentive and $4,900.00 in acquisition fees, and authorizing the Mayor and City Clerk to execute said document. Nichols/Wilder Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-214. Ms. Wilder thanked Habitat for Humanity for coming into Ward 3 and cleaning up the blighted areas. Mr. Simon questioned if the acquisition fee is new and how it is determined. Noel Anderson, Community Planning and Development Director, explained that the acquisition fee is new and, as part of the ARPA funds, the city is working to dedicate more acquisition funds for infill housing. Resolution approving a Development Agreement with Iowa Heartland Habitat for Humanity for the construction of a new single family home in the Church Row Neighborhood on W. Mullan Ave., south of Randolph Street, including a $5,000.00 infill incentive and $5,850.00 in acquisition reimbursement fees, and authorizing the Mayor and City Clerk to execute said documents. Nichols/Wilder Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-215. Resolution approving an agreement with Black Hawk County, in the estimated amount of $612,984.11, in conjunction with the Donald Street Resurfacing Project, and authorizing the Mayor and City Clerk to execute said document. Wilder/Nichols Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor Page 11 of 13 Page 20 of 638 assigned No. 2025-216. Resolution approving a City/State Funding Agreement with the Iowa Department of Transportation for RISE Funding, in the amount of $2,272,935.00, in conjunction with the FY 2026 Dakota Drive Extension, Contract No. 1129, with City local contribution of $1,515,290.00, and authorize the Mayor and City Clerk to execute said document. Wilder/Nichols Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-217. Mr. Chiles commented that this is something that the neighbors have been wanting for a long time and questioned if approved, what the plan is for the area. Jamie Knutson, City Engineering, provided an overview of the plans for Dakota Drive from Ansborough to Kimball. Resolution directing the advertisement for sale of $5,315,000* (subject to adjustment per terms of offering) General Obligation Bonds, Series 2025C, and approving electronic bidding procedures and distribution of preliminary official statement. Wilder/Nichols Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-218. Resolution directing the advertisement for sale of $685,000* (subject to adjustment per terms of offering) Taxable General Obligation Bonds, Series 2025D, and approving electronic bidding procedures and distribution of preliminary official statement. Wilder/Nichols Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-219. Resolution approving and authorizing a Loan and Disbursement Agreement by and between the City of Waterloo and the Iowa Finance Authority, and authorizing and providing for the reissuance of the Sewer Revenue Capital Loan Note, Series 2022D (2025 loan forgiveness) in the amount of $162,532.00, Sewer Revenue Capital Loan Note, Series 2025E (Reissuance of Series 2022D Sewer SRF loan). Chiles/Creighton-Smith Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-220. Resolution approving a Professional Services Agreement with AECOM of Waterloo, Iowa, in the amount not -to -exceed $59,700.00, in conjunction with services to perform a feasibility study of the potential development of a new ballpark in Waterloo versus renovating Riverfront Stadium, and authorizing the Mayor to execute said document. Chiles/Creighton-Smith Roll Call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2025-221. Page 12 of 13 Page 21 of 638 Mr. Simon questioned how the new ballpark came about. Todd Derifield, Leisure Services Interim Director, shared that the current ballpark was established in 1946 and is in need of structural repairs and renovations. The estimated cost of developing a new ballpark is approximately $5.4 million dollars. Due to the location being in a flood zone, a feasibility study would be helpful before moving forward. ADJOURNMENT Nichols/Chiles that the council adjourn at 6:25 p.m. Voice vote -Ayes: Six. Motion carried. Kelley Felchle City Clerk Page 13 of 13 Page 22 of 638 April 7, 2025 The City Council of the City of Waterloo, Iowa, met in Special Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 4:30 PM, on Monday, April 7, 2025. Roll Call. Members present: Mayor Pro Tem Ray Feuss in the Chair. Mr. Boesen, Mr. Nichols, Ms. Creighton -Smith and Mr. Simon. Mr. Chiles arrived at 4:44pm and Ms. Wilder arrived at 4:47 p.m. Mayor Hart joined via Zoom. Approval of Agenda as proposed or amended. Creighton-Smith/Nichols that the agenda as proposed be approved. Voice vote -Ayes: Five. Motion carried. PUBLIC HEARINGS FY 2026 Property tax levy hearing. Nichols/Creighton-Smith to receive and file proof of publication of notice of public hearing. Voice vote -Ayes: Five. Motion carried. This being the time and place of the public hearing, the Mayor Pro Tem called for written and oral comments. Bridgett Wood, Finance Director, provided an overview of the levy rates, sharing that they amount to approximately $11 per year for a $100,000.00 home. David Sturtch, 534 Glencoe Avenue, commented that he came to speak on behalf of MET Transit. He thanked the city for their support to help fund their operations for this year. Carol Gustafson, 819 Denver Street, shared that the information that was mailed out to the public was inaccurate. She shared that she expects the city to do a better job making sure that the taxpayers get the correct information so they understand what is going on. She commented that people would have preferred to see a white board with the information outlined to accompany the Finance Director's comments. Mayor Hart asked the Finance Director to talk about the new budget tool that was added this year. Bridgett Wood shared that the city has added a budget simulator and how it works. Citizens can see where the city is budgeting all the various revenues and can submit suggestions for revenue and expenditures. David Sullivan, 814 Randolph Street, commented that he doesn't understand how the city and schools can keep increasing property taxes. Andrew Gustafson, 225 Gayle Street, commented that when he first bought his house the Page 1 of 2 Page 23 of 638 payment was $800 per month, and now it is possibly going to be over $1500. Carrie Morrison, 2141 Avon Avenue, commented that there are a lot of people in our community that cannot read English, and that the city needs to find a way to reach everybody in the community. She commented that with inflation and taxes, she is not going to be able to live here as a single person. Cheryl Christiansen, 1702 E. Mitchell Avenue, commented that there are new people going into the workforce, so there is no reason to increase property taxes. Ben Schwartz, 595 Sunset Road, commented that every time taxes go up it affects the poor. He shared that as a landlord he will be raising rent because of the higher taxes and that, effectively, the renters are the ones who are paying the increase in taxes. He commented that Waterloo has one of the highest property tax rates in the entire state and urged the city to find funding somewhere else. Candice Wolf, 222 Borland Avenue, agrees with the previous speaker. Andrew Kessler, 1000 Bishop Avenue, commented that he would like to better understand where the taxes are going. He commented that roads are junk, buildings are vacant, and it seems like a lot of businesses are leaving. Nichols/Simon to close the hearing and receive and file oral comments. Voice vote -Ayes: Seven. Motion carried. ADJOURNMENT Nichols/Creighton-Smith that the council adjourn at 4:52 p.m. Voice vote -Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 2 of 2 Page 24 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as April 24, 2025, and date of public hearing as May 5, 2025, rescinding Resolution 2025- 148 in its entirety, in conjunction with the Passenger Boarding Bridge Replacement Project, No. FAA AIP 3-19-0094-057, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 25 of 638 1. Notice of Public Hearing - ALO PBB - REV 2 Page 26 of 638 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost For the PASSENGER BOARDING BRIDGE FAA #3-19-0094-057-2025 AT THE WATERLOO REGIONAL AIRPORT In the City of Waterloo, Iowa RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 24th day of April 2025, until 1:00 p.m. for the Passenger Boarding Bridge replacement as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in the Harold E. Getty Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 24th day of April 2025, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed. The bid opening will be livestreamed on YouTube and made available on the City website. PRE -BID MEETING A mandatory pre -bid meeting for this project was held on April 2nd, 2025, at 2:00 p.m. in the Airport Conference Room on the 2nd Floor at the Waterloo Regional Airport. Bids will only be accepted from bidders that attended this mandatory pre -bid meeting. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above -described improvement project at 5:30 p.m. on May 5th, 2025, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above -described improvement project at 5:30 p.m. on the 5th day of May 2025, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The NOTICE TO BIDDERS can be viewed at the following locations: FAA AIP #3-19-0094-057-2025 NPH-1 AECOM #60747501 Waterloo Regional Airport Passenger Boarding Bridge Page 27 of 638 1) City of Waterloo website at http://ci.waterloo.ia.us/ 2) Plan rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Websites: Master Builders of Iowa website: www.mbionline.com Dodge Lead website: http://dodgeproiects.construction.com/ Reed Const. Data Lead website: http://www.cmdgroup.com/project-leads/ SCOPE OF WORK The project for the improvements at the Waterloo Regional Airport, Waterloo, Iowa, consists of: • Replacement of the existing passenger boarding bridge • Removal and replacement of pavement marking on aircraft parking apron • Provide portable passenger boarding bridge Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of , 2025. CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk FAA AIP #3-19-0094-057-2025 NPH-2 AECOM #60747501 Waterloo Regional Airport Passenger Boarding Bridge Page 28 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Engineering Department April 21, 2025 AGENDA ITEM TITLE Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as May 29, 2025, and date of public hearing as June 16, 2025, in conjunction with the FY 2025 Prefabricated Shelter at 512 University Avenue, Contract No. 1113, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE CONTRACT 1113 Page 29 of 638 2. Attachment A - Conceptual Shelter Layout 3. Attachment B - Equipment Rack Elevations 4. Attachment C - Estimated Power and Cooling Specifications 5. Attachment D - Site Location 6. Attachment E - Prefabrication Data Center Bid Specs Page 30 of 638 PROJECT MANUAL FOR F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE CITY OF ���TERLOO IOWA Community of Opportunity CONTRACT NO. 1113 Page 31 of 638 F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE CONTRACT NO. 1113 CONTRACT DOCUMENTS TABLE OF CONTENTS Highlighted items must be included with bid. 1. NOTICE OF PUBLIC HEARING 2. NOTICE TO BIDDERS 3. INSTRUCTIONS TO BIDDERS 4. FORM OF BID OR PROPOSAL 5. FORM OF BID BOND 6. NON -COLLUSION AFFIDAVITS 7. EQUAL OPPORTUNITY CLAUSE 8. TITLE VI CIVIL RIGHTS 9. BIDDER STATUS FORM 10. AFFIRMATIVE ACTION PROGRAM 11. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION A. SUBCONTRACTOR'S BID REQUEST FORM, B. LETTER FORM FOR SUBCONTRACTOR QUOTES (CCO-3) C. MBE/WBE SCOPE LETTER, (CCO-4) D. MBE AND/OR WBE PREBID CONTACT INFORMATION FORM (CCO-4A) E. MBP/WBE LETTER OF INTENT TO BID (CCO-5) 12. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE 13. STATEMENT OF BIDDER'S QUALIFICATIONS 14. GENERAL SPECIAL PROVISIONS 15. SPECIAL PROVISIONS 16. GENERAL SPECIFICATIONS FOR CONSTRUCTION 17. SUPPLEMENTAL GENERAL SPECIFICATIONS FORCONSTRUCTIONS 18. FORM OF CONTRACT 19. FORM OF PERFORMANCE, PAYMENT, AND MAINTENANCE BOND ATTACHMENT A — Conceptual Shelter Layout ATTACHMENT B — Equipment Rack Elevations ATTACHMENT C — Estimated Power and Cooling Specifications ATTACHMENT D — Site Location ATTACHMENT E — Prefabrications Data Center Bid Specs NOTICE OF HEARING CONTRACT NO. 1113 Page 1 of 1 Page 32 of 638 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost For the F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE In the City of Waterloo, Iowa CONTRACT NO. 1113 PUBLIC HEARING The City Council of Waterloo, Iowa, will hold a public hearing on the proposed Plans, Specifications, Form of Contract, and Estimate of Costs for the construction of said improvements at 5:30 p.m. on the 16th day of June 2025, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. At said hearing, any interested person may appear and file objections thereto or to the cost of the improvements. The Board of Trustees of the Municipal Telecommunications Utility will hold a public hearing on the proposed Plans, Specifications, Form of Contract, and Estimate of Costs for the construction of said improvements at 4:00 p.m. on June 18, 2025 in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. At said hearing, any interested person may appear and file objections thereto or to the cost of the improvements. The City of Waterloo (Owner) is seeking bids from contractors who can supply and install a prefabricated concrete communication shelter that will securely house the network equipment, power systems, and supporting environmental components required to operate the Waterloo Fiber FTTU network for the Owner. The shelter will be located at 512 University Ave, Waterloo, IA 50701. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk NOTICE OF HEARING CONTRACT NO. 1113 Page 1 of 1 Page 33 of 638 NOTICE TO BIDDERS For the Taking of Bids for the F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE REQUEST FOR QUOTE In the City of Waterloo, Iowa CONTRACT NO. 1113 RECEIVING OF BIDS On behalf of the City of Waterloo and the Municipal Telecommunications Utility of the City of Waterloo, notice is hereby given that sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 29th day of May 2025 until 1:00 p.m. for the construction of the F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE. CONTRACT NO. 1113. as described in detail in the plans and specifications now on file in the Office of the City Clerk. Proposals received after the deadline for submission of bids as stated herein shall not be considered and shall be returned to the late bidder unopened. OPENING OF BIDS All proposals received will be opened in the City Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 29th day of May 2025 at 1:00 p.m. Proposals will be considered by the Board of Trustees of the Municipal Telecommunications Utility at its meeting at 4:00 P.M. on June 18, 2025, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. The Board may approve awarding a Contract at said meeting, or at such other time and place as shall then be announced. Proposals will be considered by the City of Waterloo City Council at its meeting at 5:30 P.M. on June 16, 2025, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. The City Council anticipates making the award of Contract at its meeting at 5:30 P.M. on June 16, 2025, or at such other time and place as shall then be announced. PUBLIC HEARING The City Council of Waterloo, Iowa, will hold a public hearing on the proposed Plans, Specifications, Form of Contract, and Estimate of Costs for the construction of said improvements at 5:30 p.m. on the 16th day of June 2025, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. At said hearing, any interested person may appear and file objections thereto or to the cost of the improvements. The Board of Trustees of the Municipal Telecommunications Utility will hold a public hearing on the proposed Plans, Specification, Form of Contract, and Estimate of Costs for the construction of said improvements at 4:00 p.m. on June 18, 2025, in the Harold E. Getty Council Chambers in City Hall, 715 Mulberry Street, Waterloo, Iowa. At said hearing, any interested person may appear and file objections thereto or to the cost of the improvements. SCOPE OF WORK The City of Waterloo (Owner) is seeking bids from contractors who can supply and install a prefabricated concrete communication shelter that will securely house the network equipment, power systems, and supporting environmental components required to operate the Waterloo NOTICE TO BIDDERS CONTRACT NO. 1113 Page 34 of 638 Fiber FTTU network for the Owner (the Project). The shelter will be located at 512 University Ave, Waterloo, IA 50701 (See Attachment D — Site Location). The Owner is seeking a Base Bid for a new concrete shelter and an Alternate Bid for a refurbished concrete shelter. The Total of either the Base Bid or the Alternate Bid, as selected by the Owner, shall be used for comparison of bids. The Total of the Base Bid or the Alternate Bid, whichever is higher, shall be used for determining the sufficiency of the bid security. BEGINNING AND COMPLETION DATES The work under the proposed contract shall be commenced within ten (10) working days after receipt of "Notice to Proceed." The "Notice to Proceed" is expected to be issued on or about June 19, 2025. The Project shall be substantially completed on or before December 5, 2025. METHOD OF PAYMENT TO CONTRACTOR Payments will be made on the basis of estimates prepared by the Contractor and approved by the Engineer, solely for the purpose of payment; approval by the Engineer, or the City Council, shall not be deemed as approval or acceptance of the workmanship or materials. The Contractor will be compensated for 95% of the work completed during a payment period, with the remaining 5% being retained in accordance with the Iowa Code. Regular payments approved by the Engineer will be made following the next scheduled City Council meeting. Final payment will be made thirty-one (31) days after completion of the work and final acceptance by the Council. Before final payment is made, vouchers showing that all subcontractors and workmen and all persons furnishing materials have been fully paid for such materials and labor will be required unless the City is satisfied that material, men, and laborers have been paid. PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by the City of Waterloo which plans and specifications and also the prior proceedings of the City Council referring to and defining said proposed improvements are hereby made a part of this notice, and the proposed contract by reference shall be executed in compliance therewith. Plans and Specifications are available for review only from the Engineering Department. Complete digital Plans and Specifications are available at: https://www.cityofwaterlooiowa.com/government/municipalgovermentbids.php . Please DO NOT obtain Bid Documents from any source other than the City of Waterloo, Iowa. Obtaining documents through any other source could prevent Bidder from being included on the official Plan Holders List, which, in turn, may cause the Bidder to not receive addenda or other time -sensitive / bid -critical documents. The City has the right to reject any bids that do not have current bidding documents included in the proposal. Upon award of project, the prime contractor, subcontractors and suppliers shall be supplied with the needed number of plans and specifications at no additional cost. Project Calendar Anticipated Events Dates: • Issuance of the Notice to Bidders May 1, 2025 • Non -Mandatory Bidder Conference (Microsoft Teams) May 6, 2025 • Final Submission of Bidders' Questions May 9, 2025 NOTICE TO BIDDERS CONTRACT NO. 1113 Page 35 of 638 • Response to Bidders' Questions • Proposal Submission Date • City consideration of bids • City public hearing on Plans, Specifications, Form of Contract & Estimate of Cost • City Award of Contract • Utility public hearing on Plans, Specifications, Form of Contract & Estimate of Cost • Utility consideration of bids & approval of award of contract • Contract Signed • Shelter Delivered and Offloaded by seller • All Contracts Must Have Obligations Complete by May 16, 2025 May 29, 2025 June 16, 2025 June 16, 2025 June 16, 2025 June 18, 2025 June 18, 2025 June 19, 2025 September 25, 2025 December 5, 2025 NOTICE TO BIDDERS CONTRACT NO. 1113 Page 36 of 638 CONTRACT AWARD A contract will be awarded to the lowest responsive, responsible bidder. The lowest responsive, responsible bidder will be determined based on the sum of either the Base Bid or the Alternate Bid as selected by the Owner. The City reserves the right to reject any or all bids, re -advertise for new bids, and to waive informalities in the bids submitted. Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty (30) days from the day of the opening of bids for the purpose of reviewing the bids and investigating the responsibility of bidders, prior to awarding the contract. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced with the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. PROPOSALS SUBMITTED The bidder shall submit bids on the items listed in the proposal. The bidder has the option to submit a computer -generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer -generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer - generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. PERFORMANCE & PAYMENT BONDS The successful bidder will be required to furnish a "Performance Bond" and a "Payment Bond" within ten (10) days after forms are presented to him in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained, and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. NOTICE TO BIDDERS CONTRACT NO. 1113 Page 37 of 638 MAINTENANCE BOND Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract guaranteeing the maintenance of the improvement caused by failures in materials and construction for a period of two (2) years from and after final acceptance of the Project. CONTRACT COMPLIANCE PROGRAM / SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo, Iowa. A goal of at least ten percent (10%) for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime Contractor shall make "good -faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered or the Contractor is not required to accept their bid. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, the contractor shall pay to the City Liquidated Damages in the amount of one thousand dollars ($1,000.00) per day, for each day, as further described herein, in excess of the authorized time. Days beyond the specified contract period for which Liquidated Damages will be charged will be working days that the contractor does, or could have worked, from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sunday if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work the Contractor shall submit to the Engineer in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection, engineering and contract administration. PRE -CONSTRUCTION CONFERENCE Before the work is commenced on this contract, a conference shall be held for the purpose of discussing the contract. The conference shall be attended by the prime contractor, subcontractors and City Officials. NOTICE TO BIDDERS CONTRACT NO. 1113 Page 38 of 638 BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non- Resident Bidder requirements. Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. SALES TAX EXEMPTION CERTIFICATES This project is subject to sales tax. The Contractor will keep track of sales tax as required by the State of Iowa. The City may apply for a sales tax refund on portions of the project after City Council acceptance. Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. CITY OF WATERLOO, IOWA NOTICE TO BIDDERS CONTRACT NO. 1113 Page 39 of 638 INSTRUCTIONS TO BIDDERS 1. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans, Specifications, etc., must be requested in writing on or before May 9, 2025. Any interpretation made will be in the form of an addendum to the Notice to Bidders, Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Proposal Form. Oral explanations or instructions given before the award of the contract will not bebinding. 2. EXAMINATION OF PROPOSED WORK Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which can affect the work or the cost thereof. Failure to do so will not relieve bidders from responsibility for estimating properly the difficulty or cost of successfully performing the work. The owner will assume no responsibility for any understanding or representation concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Notice to Bidders, the Specifications or related documents, or any addenda thereto. 3. PREPARATION OF BIDS a. Bids shall be submitted on the forms furnished, or copies thereof, and must be manually signed. If erasures or other changes appear on the forms, each erasure or change must be initialed by the person signing the bid. The bidder has the option to submit a computer -generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price, and Total Bid. The computer -generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer -generated spread- sheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. b. The Bid Form may provide for submission of a price or prices for one or more items, which may be lump sum bids, alternate prices, schedule items resulting in a bid on a unit of construction or a combination thereof, etc. When the Bid Form explicitly requires that the bidder bid on all items, failure to do so will disqualify the bid. When submission of a price on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. c. Unless called for, alternate bids will not be considered. d. In preparing his bid, the bidder shall specify the price, written legibly in ink or with the typewriter, at which he proposes to do each item of work. The unit price shall be stated in figures in the blank space provided (i.e., $7.14). In items where unit price is required, the total amount of each item shall be computed at the unit prices bid for the quantities given on the Bid Form and stated in figures in the blank spaceprovided. If the bidder chooses to submit the unit prices, total bid price, and total bid on a computer -generated spreadsheet, all numbers shall be easily legible. e. Any changes or alterations made in the Bid Form, or any addition thereto, may cause the rejection of the bid. No bid will be considered which contains a clause in which the contractor reserves the right to accept or reject a contract awarded him by the city Council of Waterloo. Bids in which the unit prices are obviously unbalanced INSTRUCTIONS TO BIDDERS Page 40 of 638 may be rejected. f. If the bidder does not qualify as a resident bidder, the nonresident bidder shall specify on the project proposal whether any preference to resident bidders, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country is in effect in the nonresident bidder's state or country of domicile at the time of a bid submittal. 4. SUBMISSION OF BIDS a. A bid must be sealed in a separate envelope and marked to indicate its contents and be accompanied by the bid security in a separate envelope. If forwarded by mail, the two envelopes shall be placed in a third and mailed to the City Clerk. All bids must be filed with the City Clerk of the City of Waterloo at her office in the City Hall before the time specified for closing bids. b. Bids received prior to the advertised hour of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 5. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and withdrawals thereof received at the office designated in the Notice to Bidders after the exact time set for closing of bids will not be considered. Bids may be withdrawn by written request received from bidders prior to the time set for closing of bids. 6. PUBLIC OPENING OF BIDS Bids will be publicly opened at that time and place set for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or byrepresentative. 7. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bond, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. INSTRUCTIONS TO BIDDERS Page 41 of 638 8. COLLUSIVE AGREEMENTS a. Each bidder submitting a bid shall execute and include with the bid, a Non -Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. b. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and submit to the City Contract Compliance Officer by 5:00 P.M. the business day following the day bids on this project are due, a Non -Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. 9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS a. CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM The City of Waterloo Minority and/or Women Business Enterprise Pre -Bid Contact Information Form shall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for the bid being rejected if subcontracting is proposed by the prime contractor. 10. MBE/WBE CONTRACT COMPLIANCE PROGRAM PURPOSE The purpose of the Contract Compliance Program (hereinafter called Program) is to act as an impetus for increasing the participation of minority and women disadvantaged business enterprise (MBE/WBE) in City awarded construction contracts. The Program does not propose to eliminate any bonafide contractor or subcontractor from bidding on City contracts, but it will hopefully serve as a needed stimulus to help local MBE/WBE's grow and eventually become mainstream contractors and subcontractors. This Contract Compliance Program does not propose to include any set -aside or quotas, but only flexible goals where "good -faith efforts" are required by the contractor to use MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their "good -faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than $50,000. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and, thus, would allow additional bidding opportunities for MBE/WBE firms. The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. DEFINITIONS Goals: A flexible numerically expressed objective which contractors are required to make "good -faith efforts." The key to the requirement is to make documented efforts. Goals are neither set -a -sides nor a device to achieve proportional representation or equal results. Numerical goals do not create set -a -sides for specific groups, nor are they designed to achieve proportional representation or equal results. Rather, the goal -setting process in affirmative action planning is used to target and measure the effectiveness of affirmative action efforts to eradicate and prevent discrimination. INSTRUCTIONS TO BIDDERS Page 42 of 638 Quota: A flat numerical requirement that the contractor is required to meet in order to obtain the benefit or be in compliance. The numerical goal component of affirmative action programs is not designed to be, nor may it properly or lawfully be interpreted as, permitting unlawful preferential treatment and quotas with respect to persons of any race, color, religion, sex, or national origin. The regulations at 41 CFR 60-2.12(a), 60-2.15 and 60-2.30, specifically prohibit discrimination and the use of goals as quotas. (U.S. Department of Labor) Set -Aside: An arrangement in which a particular contract is reserved for competition solely among minority and women business enterprises. Contractor: As used in this document means contractor, subcontractor, supplier, vendor, and professional service provider. Minority Business Enterprise (MBE) Any business, which is at least 51 %, owned by one or more minorities and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list. Women Business Enterprise (WBE): Any business which is at least 51 % owned by one or more women and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002 Minority: Any person or persons who are considered as socially and economically disadvantaged because of their identity as a group member without regard to their individual qualities. The groups include Black American, Hispanic American, Native Americans, Eskimos, Aleuts, and Asian -Pacific Americans. 13 C.F.R. 124- 1.1(c)(3)(ii) (1983). Lowest Responsible Bidder: Bidder who has offered the lowest bid and who has exhibited skill relative to the type of work bid on, judgment, financial responsibility, and evidence of working with the Affirmative Action Employment Program and the Contract Compliance Program. Broker: One buying or selling for others on commission or other fee basis without maintaining a warehouse or other similar inventory storage facility. Good Faith Efforts: The successful bidder shall be selected on the basis of having submitted the lowest responsible bid. The obligation of the bidder is to make good faith efforts. The bidder can demonstrate that it has done so by the following: 1. The Prime Contractor met the project goal - No Action necessary 2. If the Prime Contractor failed to meet the goal, they must submit documentation of good faith efforts. INSTRUCTIONS TO BIDDERS Page 43 of 638 CONTRACT COMPLIANCE PROGRAM SUBCONTRACTING The program proposes numerical projections or goals regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as subcontractors in the performance of contracts awarded by the City of Waterloo, Iowa. A goal of at least 10% for MBE participation on all City funded construction projects that are estimated at $50,000 or more and projects under $50,000 where applicable at the Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded projects. Any project which is funded solely or in part with Federal funds shall follow the respective agencies contract compliance program and goals. Any project which is funded solely or in part with State funds shall follow the respective agencies contract compliance program and goals. The City of Waterloo Contract Compliance Program is for City awarded construction contracts only. The prime contractor shall make "good -faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the prime contractor a reasonably competitive price for the service being rendered or the contractor is not required to accept the bid. Administrative Reconsideration: As part of this reconsideration, the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of whether they made adequate good faith efforts. The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. Documentation required will include but is not limited to the following: * Making portions of the work available for MBE/WBE subcontracting * Evidence of negotiating with MBE/WBE firms * MBE/WBE quotes obtained and non-MBE/WBE quotes used * Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), bonding, lines of credit, insurance, etc. * Evidence of past compliance or non-compliance by same contractor The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. RESPONSIBILITIES 1. City ofWaterloo A. The City Contract Compliance Officer has the responsibility to assure the City's compliance with Federal, State and Municipal regulations. B. The City Contract Compliance Officer is responsible for maintaining a current directory of certified firms. Certification of MBE/WBE/DBE contractors is through the Iowa Depai tiuent of Transportation and its Unified Certification Program. Only firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of this agreement, shall be recognized as certified by the City of Waterloo. C. The City Contract Compliance Officer is responsible for making available a list of future project information notices to MBE/WBE firms. INSTRUCTIONS TO BIDDERS Page 44 of 638 D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE firms in the directory of each bid solicitation with opening date. E. The City Contract Compliance Officer will receive MBE/WBE Letter(s) of Intent to Bid andwithin two (2) business days forward the complete list of MBE/WBE bidders who submitted a Letter of Intent to Bid to prime contractors. Prime Contractors In order to be in compliance with the guidelines of this program, the prime contractor must show good -faith efforts in following the MBE/WBE Contract Compliance Program. Good -faith efforts include, but are not limited to, the following: A. Prime contractors shall send solicitation letters (Form CCO-3) to appropriate MBE/WBE (those certified in directory prepared by City Contract Compliance Officer) at least seven (7) working days prior to bid date. Letters should identify specific items to be subcontracted. A minimum of three (3) disadvantaged business contacts must be made and documented, if there are at least three disadvantaged businesses offering services in the area to be subcontracted (See City of Waterloo MBE/WBE Certification List). If less than three (3) are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If the Prime Contractor submits a MBE/WBE contact not on the City's MBE/WBE list, attach a copy of theMBE/WBE/DBE Certifications from another government agency. B. If a prime contract bidder is unable to identify MBE/WBE firms to perform portions of the work, the City Contract Compliance Officer should be contacted for assistance immediately. C. Prime contract bidders may solicit MBE/WBE proposals by telephone or personal interviews, but all such contacts shall be confirmed by Certified Mail, or subcontract bid request forms (FormCCO-2). D. If any MBE/WBE business submitting bids is not selected for subcontract award, documentation must accompany the "MBE/WBE Business Enterprise Pre -Bid Contact Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid, withdrew bid or non -responsive. c. Documentation of other business -related reason for not selecting the MBE/WBE business fora subcontract. d. Prime contractor self performs work. e. Any other reason relied on by prime. The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. II. MBE/WBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002. B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submita Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MBE/WBE firm is interested inbidding. INSTRUCTIONS TO BIDDERS Page 45 of 638 If sufficient Letters of Intent to Bid are not received by the City Contract Compliance Officer seven (7) working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. NON-COMPLIANCE OF CONTRACTORS A. Noncompliance exists when the contractor's actions are not consistent with the requirements ofthe Contract Compliance Program in the areas of employment and subcontracting. B. A bidder's failure to show good -faith efforts to meet project goals or a failure to use certified MBE/WBE firms may be grounds for finding its bid not responsible. C. The Contract Compliance Officer shall submit to City Council his/her recommendation on anynon- compliant contract in writing. NOTICE TO PROCEED Notice to proceed on any project with goals will not be issued until City Contract Compliance Officer determines the lowest responsible bidder has used good -faith efforts to comply with this Compliance Program and the bid was responsive. CONCLUSION This program repeals or revises all sections of previous Waterloo Contract Compliance Programs. 11. EMPLOYMENT AND BUSINESS OPPORTUNITY To the greatest extent feasible, suppliers, subcontractors, and low-income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project, shall to the greatest extent feasible be made available to lower income persons residing in the project area. The contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residing in the project area. 12. STATEMENT OF BIDDER'S QUALIFICATIONS The apparent lowest bidder shall, upon request of the City of Waterloo, Iowa, submit on the form furnished for that purpose (a copy of which is included in the contract documents), a statement of bidder's qualifications, his experience record in constructing the type of improvements embraced, and his organization and equipment available for the work contemplated; and, when specifically requested, a detailed financial statement. The City of Waterloo, Iowa, shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform his obligations under the contract, and the bidder shall furnish the City of Waterloo, Iowa, all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the City of Waterloo, Iowa, that the bidder is qualified to carry out properly the terms of the contract. 13. AWARD OF CONTRACT a. Award of contract will be made to the lowest responsive, responsible bidder. The intention is to award the contract at the City Council meeting on June 16, 2025, but the right is reserved to postpone such action for a reasonable time, not exceeding thirty (30) days. INSTRUCTIONS TO BIDDERS Page 46 of 638 b. The City Council reserves the right to reject any or all bids or waive any informality in bids received. c. The bidder shall submit bids on all the items listed in the proposal and shall state the unit bid price in words in the blank spaces provided beneath the item description. Should there be any discrepancy between the unit bid price in words and listed numeral unit bid price, the City of Waterloo shall consider the unit bid price in words as being the valid unit bid price. A computer -generated spreadsheet as herein provided shall also be acceptable. Proposals requiring mathematical computations to determine unit prices or totals will be rejected. A contract will be awarded to the lowest responsive, responsible bidder submitting the lowest total bid, or for the BASE BID plus ALTERNATE(S), as applicable, chosen by the City as indicated in the NOTICE TOBIDDERS. d. A resident bidder shall be allowed a preference as against a nonresident bidder from a state or foreign country if that state or foreign country gives or requires any preference to bidders from that state or foreign country, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. In the instance of a resident labor force preference, a nonresident bidder shall apply the same resident labor force preference to a public improvement in this state as would be required in the construction of a public improvement by the state or foreign country in which the nonresident bidder is a resident. 14. EXECUTION OF AGREEMENT, BONDS, AND CERTIFICATE OF INSURANCE a. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City of Waterloo, Iowa, an agreement in the form included in the contract documents in such number of copies as the City of Waterloo, Iowa, may require. b. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "a" above, furnish a performance bond and a payment bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including utility and transportation services, employed or used by him in performing the work. The bonds shall protect and save harmless the City from claims and damages of any kind caused by the operations of the contractor and shall also guarantee the maintenance of the contract improvements for the period stated in the Notice to Bidders from and after completion of said improvements and their acceptance by the City. Such bonds shall be in the same form as that included in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bonds. c. The successful bidder shall, within the period specified in paragraph "a" above, furnish a certificate of insurance for approval in amounts of not less than the amounts specified in the General Specifications for Construction, Section F. No. 4 "Liability Insurance" Pages 11 to 12 of 14 Pages. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Workmen's Compensation Insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Workmen's Compensation Laws. d. In case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. 15. BIDDER STATUS INSTRUCTIONS TO BIDDERS Page 47 of 638 Attention of bidders is called to the requirement of complying with the provisions of the Resident Bidder/Non-Resident Bidder requirement. Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. INSTRUCTIONS TO BIDDERS Page 48 of 638 FORM OF BID OR PROPOSAL F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE CONTRACT NO. 1113 CITY OF WATERLOO, IOWA Honorable Mayor and City Council Waterloo, Iowa Gentlemen: 1. The undersigned, being a Corporation existing under the laws of the State of , a Partnership consisting of the following partners: , having familiarized (himself) (themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by the City Engineer of the City of Waterloo now on file in the office of the City Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete this F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113, all in accordance with the above -listed documents and for the lump sum for work in place for the following items and quantities: F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113 Description Total Cost BASE BID (NEW CONCRETE SHELTER) $ ALTERNATE BID (REFURBISHED CONCRETE SHELTER) $ FORM OF BID CONRACT NO. 1113 Page 1 of 3 Page 49 of 638 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. The undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten (10) days after the agreement is presented to him for signature and start work within ten (10) days after "Notice to Proceed" is issued. 4. Security in the sum of Dollars ($_ in the form of , is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. 5. Attached hereto is a Non -Collusion Affidavit of Prime Contractor. 6. Attached hereto is a Bidder Status Form. 7. The bidder is prepared to submit a financial and experience statement upon request. 8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is lowest and acceptable. 9. The bidder has received the following Addendum or Addenda: Addendum No. Date 10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre -bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non -Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on "SUBCONTRACTOR REQUEST AND APPROVAL" Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: 1) The City of Waterloo does not approve the subcontractors. 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 12. The bidder has attached all applicable forms. (Name of Biaaer) (Date) BY: Title FORM OF BID CONRACT NO. 1113 Page 2 of 3 Page 50 of 638 Official Address: (Including Zip Code): I.R.S. No. FORM OF BID CONRACT NO. 1113 Page 3 of 3 Page 51 of 638 1 BID BOND KNOW ALL BY THESE PRESENTS: Sample Bid Bond Form That we, , as Principal, and as Surety, are held and firmly bound unto , as Obligee, (hereinafter referred to as "the Jurisdiction"), in the penal sum of dollars ($ ), or percent of the amount bid in lawful money of the United States, for which payment said Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns jointly and severally, firmly by these presents. The condition of the above obligation is such that whereas the Principal has submitted to the Jurisdiction a certain proposal, in a separate envelope, and hereby made a part hereof, to enter into a contract in writing, for the following described improvements; F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113 The City of Waterloo (Owner) is seeking bids from contractors who can supply and install a prefabricated concrete communication shelter that will securely house the network equipment, power systems, and supporting environmental components required to operate the Waterloo Fiber FTTU network for the Owner (the Project). The shelter will be located at 512 University Ave, Waterloo, IA 50701 (See Attachment D — Site Location). Page 52 of 638 (CONT. BID BOND) Project Name The Surety hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Jurisdiction may accept such bid or execute such Contract; and said Surety does hereby waive notice of any such extension. In the event that any actions or proceedings are initiated with respect to this Bond, the parties agree that the venue thereof shall be Black Hawk County, State of Iowa. If legal action is required by the Jurisdiction against the Surety or Principal to enforce the provisions of the bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Surety or Principal agrees to pay the Jurisdiction all damages, costs, and attorney fees incurred by enforcing any of the provisions of this Bond. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against Surety for any amount guaranteed hereunder whether action is brought against Principal or whether Principal is joined in any such action or actions or not. NOW, THEREFORE, if said proposal by the Principal be accepted, and the Principal shall enter into a contract with Jurisdiction in accordance with the terms of such proposal, including the provision of insurance and of a bond as may be specified in the contract documents, with good and sufficient surety for the faithful performance of such contract, for the prompt payment of labor and material furnished in the prosecution thereof, and for the maintenance of said improvements as may be required therein, then this obligation shall become null and void; otherwise, the Principal shall pay to the Jurisdiction the full amount of the bid bond, together with court costs, attorney's fees, and any other expense of recovery. Signed and sealed this day of , 20 . SURETY: PRINCIPAL: Surety Company Bidder By By Signature Attorney-in-Fact/Officer Signature Printed Name of Attorney-in-Fact/Officer Printed Name Company Name Title Company Address Address City, State, Zip Code City, State, Zip Code Company Telephone Number Telephone Number NOTE: All signatures on this bid bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. This bond must be sealed with the Surety's raised, embossing seal. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. Page 53 of 638 NON -COLLUSION AFFIDAVIT OF PRIME BIDDER State of ) ss County of ) , being first duly sworn, deposes and says that: 1. He is (Owner, Partner, Officer,Representative, or Agent) , of , the Bidder that has submitted the attached Bid; 2. He is fully -informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid: 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Subscribed and sworn to before me this (Signed) l Ale 1 itle day of , 20. My commission expires Page 54 of 638 NON -COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) ss: County of being first duly sworn, deposes and says that: 1. He is (Owner, Partner, Officer, Representative, or Agent) , of hereinafter referred to as the "Subcontractor;" 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to , contract pertaining to the project in (City or County and State) 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived, or agreed, directly or indirectly, with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed contract; and 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Subscribed and sworn to before me this title day of , 20. title My commission expires Page 55 of 638 EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as follows: 1. The contractors, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor himself/herself and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program —Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. (Signed) (Appropriate Official) (Title) (Date) Page 56 of 638 TITLE VI CIVIL RIGHTS During the performance of this contract, the contractor (for itself), its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non-discrimination in Federally assisted programs of the DOT Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, national origin, sex, age, or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non- discrimination on the grounds of race, color, national origin, sex, age, or disability. 4. Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant there to, and shall allow access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Contracting Authority, the Iowa DOT, or FHWA to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Contracting Authority, the Iowa DOT, or the FHWA as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Contracting Authority, the Iowa DOT, or the FHWA shall impose such contract sanctions as they may determine to be appropriate, including, but not limited to: a. Withholding of payments to the contractor under the contract until the contractor complies, and/or b. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Contracting Authority, the Iowa DOT, or the FHWA may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided,however, TITLE VI CIVIL RIGHTS Page 1 of 2 Page 57 of 638 that, in the event of a contractor becomes involved in, or it threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Contracting Authority or the Iowa DOT to enter into such litigation to protect the interests of the Contracting Authority or the Iowa DOT; and, in addition, the contractor may request the United States to enter into such litigation to protect the interest of the United States. TITLE VI CIVIL RIGHTS Page 2 of 2 Page 58 of 638 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: O O O a O Yes 0No Yes O No Yes ONo Yes ONo Yes ONo My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). My company has an office to transact business in Iowa. My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. My company is not a subsidiary of another business entity, or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Paris B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Paris C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: Dates: / / to / / Address: City, State, Zip: / / to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor force preferences or any other type of preference to bidders or laborers? Yes No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: Page 59 of 638 You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) Page 60 of 638 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. Yes ONo 0 Yes ONo Yes cNo • YesNo • YesNo 0 YesNo • Yes CD. No 0 YesNo YesNo 0 Yes° No 0 YesNo My business is currently registered as a contractor with the Iowa Division of Labor. My business is a sole proprietorship, and I am an Iowa resident for Iowa income tax purposes. My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state and has not filed a statement of termination. My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. 309-6001 (09-15) Page 61 of 638 Revised February 2003 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ( ) General Contractor ( ) Subcontractor I. Section A to be completed by GENERAL CONTRACTORS only: A. Name of Company Address of Company Zip Telephone Number ( ) Federal ID Number (if no Federal ID Number, Owner/President's Social Security Number) Name of Equal Employment Officer Name of Project Project Contract Number Estimated Construction Work Dates / Start Finish Section B to be completed by SUBCONTRACTORS only: B. Name of General or Prime Contractor Name of Subcontractor Subcontractor's Address Zip Subcontractor's Telephone Number ( ) Subcontractor's Federal ID Number (if no Federal ID Number Owner/President's Social Security Number) Name of Equal Employment Officer AFFIRMATIVE ACTION PROGRAM Page 1 of 8 Page 62 of 638 A. Remainder of program to be completed by party completing program, either Prime or Subcontractor. 1. The Owners and/or Principals of your company: Name Ethnic Address Position Sex Origin 2. Other Areas of Interest: If your company has branches or subsidiaries, or if your company is a branch or subsidiary of a parent organization, give the following information: Type of Name Address Affiliation Degree II. EMPLOYER'S POLICY (Please read carefully.) A. We, the undersigned, recognize that we are morally and legally committed to nondiscrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap. B. The employment policies and practices of the undersigned are to recruit and hire employees without discrimination, and to treat them equally with respect to compensation and opportunities for advancement, including training, upgrading, promotion, and transfer. However, we realize the inequities associated with employment training, upgrading, contracting and subcontracting for minorities and women and we will direct our efforts to correcting any deficiencies to the maximum extent possible. The same will be required of our SUBCONTRACTORS and suppliers. C. We submit this program to assure compliance with Executive Order 11246, as amended, and other subsequent orders that may pertain to equal employment opportunity and merit employment policies, fully realizing that our qualification and/or merit system should be evaluated and revised, if necessary. D. We agree to put forth the maximum effort to achieve full employment and utilization of capabilities and productivity of all our citizens without regard to race, creed, color, sex, national origin, economic status, age, and mental or physical handicap. E. will give training (Name ofCompany) and employment opportunities to local residents of Waterloo, Iowa, to the greatest extent feasible. AFFIRMATIVE ACTION PROGRAM Page 2 of 8 Page 63 of 638 III. AFFIRMATIVE ACTION A. recognizes that the effective application of a policy of (Name ofCompany) merit employment involves more than just a policy statement, and (Name of Company) will, therefore, re-evaluate our Affirmative Action Program to ensure that equal employment opportunities are available on the basis of individual merit, and to actively encourage minorities, women and local residents to seek employment with our company on this basis. B. will undertake the following six (6) steps to improve (Name ofCompany) our Affirmative Action Program: 1. Minority Recruitment and Employment; 2. Local Recruitment and Employment; 3. Disabled Veteran and Vietnam Era Veteran Recruitment and Employment; 4. Handicapped Recruitment and Employment; 5. Female Recruitment and Employment; and 6. Training, Upgrading and Promotional Opportunities. C. will take whatever steps are necessary to (Name ofCompany) ensure that our total work force has adequate minority, female, and local representation. We will utilize the following methods in our recruitment attempts: 1. Local advertising media (newspapers, radio, T V ); 2. Community organizations (churches, clubs, schools); 3. Public and private institutions in the area (UNI, Hawkeye Community College); 4. Job Service of Iowa; and 5. Other. D. will seek qualified minority, female, and local group applicants (Name of Company) for all job categories and will make asserted efforts to increase minority, female and group representation in occupations at the higher levels or skill and responsibility. E. All sources of employment used shall be aware that we are an Equal Employment Opportunity Employer. Labor organizations representing our employees will be notified of our Equal Employment Opportunity Policy and Affirmative Action Program. F. Training, upgrading, promotion and transfer activities at all levels will be monitored to ensure that full consideration has been given to qualified minority, female, and local group employees. G. will encourage other companies, with whom we are (Name ofCompany) associated and/or do business, to do the same and we will assist them in their efforts. AFFIRMATIVE ACTION PROGRAM Page 3 of 8 Page 64 of 638 H. has taken the following Affirmative Action to ensure that (Name of Company) minority, female, local contractors and/or suppliers were provided opportunities to negotiate and/or bid on this project: (if none, write "NONE") 1. 2. As a result of the above efforts, we have involved minority, female, and local contractors and/or suppliers in the following areas of subcontracting: (if none, write "NONE") 1. 2. J. will require approved Affirmative Action Programs from (Name of Company) all nonexempt contractors who propose to work on this project and will take whatever steps are necessary to ensure that non -minority contractors have adequate representation of minority, female and local persons in their total work force. K. In further accordance with rules and guidelines issued pursuant to Executive Order 11246 as amended, we establish the goals for our company, based on parity percentages supplied by the City, and we realize these goals will be reviewed on an annual basis. L. will keep records of specific actions relative to (Name of Company) recruitment, employment, training, upgrading and promotion and will provide the City of Waterloo with any information relative to same, including activities of our SUBCONTRACTORS and suppliers as necessary or when requested. M. Parity figures for companies located in Waterloo are as follows: N. Minority Parity = .08 (8%) (Name of Company) Affirmative Action Employment Goals: The definition of Affirmative Action Goals is as follows: "Goals may not be rigid and inflexible quotas which must be met, but must be targets, reasonably attainable by means of applying every good faith effort to make all aspects of the entire Affirmative Action Program work." For the year 20 , please submit percentage targets for employing minorities and women. If you already have reached your target for hiring minorities and women, please submit that percentage. *Goals for Minorities: Goals for Women: *Your affirmative action goals should be between 1 % and 10% or more for minorities and 1 % and 5% or more for women. AFFIRMATIVE ACTION PROGRAM Page 4 of 8 Page 65 of 638 INDICATE: Please be advised that the goals or targets are purely your estimation of how many women and minorities your company can reasonably expect to hire in 20 . Note, that none of the goals are rigid or inflexible. They are targets that your company calculates as reasonably attainable. This will help the City in its monitoring procedures as required by City of Waterloo Resolution No. 1984- 142(4). CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) DISABLED VETERAN: DV VIETNAM ERA VETERAN: VV HANDICAPPED: H AFFIRMATIVE ACTION PROGRAM Page 5 of 8 Page 66 of 638 We hereby certify that we are in compliance with all City and Federal Affirmative Action Regulations and agree to accept all liability for failure to comply. Respectfully submitted, By: Company Executive Date By: Equal Employment Opportunity Officer Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: By: Date: AFFIRMATIVE ACTION PROGRAM Page 6 of 8 Page 67 of 638 DESCRIPTION OF JOB CATEGORIES 1. Officials/Manager: Occupations in which employees set broad policies, exercise overall responsibility for execution of all policies, or direct individual departments or special phases of the agency's operations or provide specialized consultation on a regional, district or area basis. Includes: department heads, bureau chiefs, division chiefs, directors, deputy directors, controllers, examiners, wardens, superintendents, unit supervisors, sheriffs, police and fire chiefs and inspectors and kindred workers. 2. Professionals: Occupations, which require specialized and theoretical knowledge, which is usually required through college training or thorough work experience and other training which provides comparable knowledge. Includes: personnel and labor relations workers, social workers, doctors, psychologists, registered nurses, economists, dietitians, lawyers, system analysts, accountants, engineers, employment and vocational rehabilitation counselors, teachers or instructors, police and fire captains and lieutenants and kindred workers. 3. Technicians: Occupations, which require a combination of basic scientific or technical knowledge and manual skill which can be obtained through specialized post -secondary school education and through equivalent on-the-job training. Includes: computer programmers and operations, draftspersons, surveyors, licensed practical nurses, photographs, radio operators, technical illustrators, police and fire sergeants and kindred workers. 4. Office/Clerical: Workers are responsible for internal and external communication, recording and retrieval of data and/or information and other paper work required in an office. Includes: bookkeepers, messengers, office machine operators, clerk -typists, stenographers, court transcribers, hearing reporters, statistical clerks, dispatchers, license distributors, payroll clerks and kindred workers. 5. Skilled Craft Workers: Workers perform jobs, which require special manual skill and a thorough and comprehensive knowledge of the processes involved in the work, which is acquired through on-the-job training programs. Includes: Mechanics and repairmen, electricians, heavy equipment operators, stationary engineers, skilled machine occupations, carpenters, compositors and typesetters and kindred workers. 6. Sales Workers: Occupations engaging wholly and primarily in direct selling. Includes: advertising agents and salesmen, insurance agents and brokers, real estate agents and brokers, stock and bond salesmen, demonstrators, salesmen and sales clerks, grocery clerks and cashier checkers, and kindred workers. 7. Operatives (semi -skilled): Workers who operate machine or processing equipment or perform other factory - type duties of intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices (auto mechanics), plumbers, building trades, metal working trades, bricklayers, carpenters, electricians, machinists, mechanics, printing trades, etc., operatives, attendants (auto service and parking), plasterers, chauffeurs, deliverymen and furnacemen, heaters (metal), laundry and dry cleaning operatives, milliners, mine operatives and laborers, motormen, oilers and greasers, (except auto painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers, weavers, (textile), welders and flame cutters and kindred workers. 8. Laborers (unskilled): Workers in manual occupations, which generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen, raftsmen and woodchoppers, laborers performing lifting, digging, mixing, loading and pulling operations and kindred workers. AFFIRMATIVE ACTION PROGRAM Page 7 of 8 Page 68 of 638 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is registered with a Federal or State agency. 10. Trainees (on-the-job): Production... persons in formal training for craftsmen when not trained under apprentice programs --operative laborer, and service occupations. White Collar... persons engaged in formal training for clerical, managerial, professional, technical, sales, office and clerical occupations. AFFIRMATIVE ACTION PROGRAM Page 8 of 8 Page 69 of 638 ITEMS OF POTENTIAL MBE/WBE PARTICIPATION NOTICE TO PROSPECTIVE BIDDERS: The following are items from the F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113, that have a potential for MBE/WBE Participation. This listing, however, is not intended to be all encompassing; to preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a Prime Contractor. All listed items are eligible for bid. MBE/WBE GOALS FOR THIS PROJECT IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and a two percent (2%) WBE goal is attached to this project. "Certified Return Receipt" letters are no longer needed with the bid showing proof of contacting MBE or WBE Subcontractors, but the Pre -Bid Contact Information Form must be filled out completely. City of Waterloo Contract Compliance Officer: Contract Compliance Officer Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, IA 50703 Phone: (319) 291-4429 ITEMS OF POTENTIAL MBE/WBE PARTICIPATIONS CONTRACT 1113 Page 1 of 1 Page 70 of 638 Contract No.: SUBCONTRACTOR'S BID REQUEST FORM PRIME BIDDER'S LETTERHEAD Letting Date: I, (subcontractor's name), hereby attest that I have been solicited for a bid on (project name) in the area of (description of work and bid item no.). (Prime contractor) has informed me that if I am interested in bidding, a subcontracting bid proposal must be submitted to the company office by and (Date) (Time). Subcontractor's Company Name Subcontractor's Signature Date Prime Bidder's Signature Date Page 71 of 638 LETTER TO BE USED WHEN SOLICITING FOR SUBCONTRACTOR QUOTES Subcontractor Company Name Address RE: Contract No.: Dear (Prime Contractor's Company Name) is presently soliciting for the following work in connection with the above referenced project. (Insert bid Item Nos. and Description of Work) (Prime Contractor's Company Name) is an Equal Opportunity Employer, and all qualified bidders will not be discriminated against due to race, religion, color, sex, or origin. If interested in bidding your proposal must be turned in to this office by and (Date) (Time) Sincerely, (Prime Contractor's Representative) Form CCO- 3 (11/28/2001) Page 72 of 638 CITY OF �J<<�TERLOO J IOWA wr,IJrwaxy of upportotury MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM Prime Contractor Name: Project: Letting Date: NO MBE/WBE SUBCONTRACTORS: If you are NOT using any MBE/WBE subcontractors to complete this project, sign below. Attach a brief explanation as to why subcontracting was not feasible with this project. If any MBE/WBE subcontractors will be used, please use the bottom portion of this form. Contractor Signature: Title: Date: SUBCONTRACTORS APPLICABLE: You are required, in order for your bid to be considered responsive, to provide the information on this form showing ALL of your MBE/WBE subcontractor contacts made for your bid submission. This information is subject to verification. Any questions may be directed to Contract Compliance Office 319-291- 4429. You are required, in order for your bid to be considered responsive, to provide the information on this Form showing your MBE/WBE Business Enterprise contacts made prior to your bid submission. This information is subject to verifications and confirmation. If you are unable to identify MBE/WBE firms to perform portions of the work, please contact Rudy Jones, Contract Compliance Officer, for assistance at (319) 291-4429. In the event it is determined that the MBE/WBE Business Enterprise goals are not met, then before awarding the contract the City of Waterloo will make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. TABLE OF INFORMATION SHOWING BIDDER'S PRE -BID MBE/WBE BUSINESS ENTERPRISE CONTACTS Quotes Received Quotation used in bid MBE/WBE Subcontractors Dates Contacted Yes/No Dates Contacted Yes/No Dollar Amount Proposed to be Subcontracted (Form CCO-4) Rev. 06-20-02 Page 73 of 638 MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM INSTRUCTIONS Prime Contractor Responsibilities: Prime Contractors bidding on City of Waterloo contract work are required to ensure that MBE/WBE businesses are provided the opportunity to participate in the performance of contracts and subcontracts. Prime contractors are required to assist MBE/WBE businesses in overcoming barriers to participation, and must make good faith efforts to secure bids from, and award subcontracts to, MBE/WBE businesses. For all contract bids of $50,000 or more, the following is required to demonstrate good faith efforts in accordance with this policy: 1. "MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM" submitted with the prime contractor bid, properly completed and signed on Form CCO-4 (Rev. 06-20-02). Please note that this document must include all subcontractor contacts, bids received, and awarded - not just those related to disadvantaged business enterprise vendors. 2. A minimum of three (3) MBE/WBE business contacts must be made and documented, if there are at least three (3) MBE/WBE businesses offering services in the areas to be subcontracted (see City of Waterloo MBE/WBE Certified List). If less than three (3) are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If you have submitted a MBE/WBE contact not on the City's MBE/WBE list, attach a copy of the certification from another government agency. 3. Contacts to each MBE/WBE businesses are required to be a minimum of seven (7) working days prior to the date the prime contractor submits the bid to the City of Waterloo. 4. The following documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM" for each MBE/WBE business contacted: a. A copy of the bid received from the MBE/WBE, OR b. If no bid was received, a copy of correspondence received from the MBE/WBE with a "no bid" response, OR c. If no response was received, a copy of the solicitation sent to the MBE/WBE with proof of mailing attached. 5. If any MBE/WBE business submitting bids are not selected for subcontract award, documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE -BID CONTACT INFORMATION FORM" on why the MBE/WBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid, withdrew bid or was n o n -responsive. c. Documentation of other business -related reason for not selecting the MBE/WBE business for a subcontract. d. Prime contractor self performs work. e. Any other reason relied on by the Prime Contractor. The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. Subcontractors Responsibilities: 1. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If the City Contract Compliance Officer does not receive sufficient scope letters seven (7) working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and an MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. Form CCO-4A Rev. 07-08-02 Page 74 of 638 LETTER OF INTENT TO BID (MBE/WBE LETTER) According to the Current MBE/WBE Contract Compliance Program - 2002, all MBE/WBE Contractors interested in submitting subcontractor quotes on construction projects with goals, MUST submit a LETTER OF INTENT TO BID to the City of Waterloo Contract Compliance Officer at least seven (7) days prior to bid opening. The LETTER OF INTENT TO BID must list the specific items, which the MBE/WBE Contractor is interested in bidding. Letter should include the following: Name of Project: Your Company Name: Address: Phone: Date: List of Specific items to be bid: Item No. Description: Item No. Description: Item No. Description: Item No. Description: (Subcontractor's Company Name and authorized signature) Return this LETTER OF INTENT TO BID to: Contract Compliance Officer Community Development Board 620 Mulberry St. Carnegie Annex, Suite 202 Waterloo, IA 50703 Phone: (319) 291-4429 Form CCO-5 (06-20-2002) Page 75 of 638 CERTIFIED MBE/WBE CONTRACTORS CITY OF WATERLOO, IOWA CITY OF %!WATERLOO IOWA Community of Opportunity Contract Compliance Office Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, IA 50703 City WEB Site: www.ci.waterloo.ia.us Contract Compliance WEB Site for listing updates: http://www.cityofwaterlooiowa.com/contractcompliance Contact: Rudy Jones, Community Development Director Email: rudyjones( waterloo-ia.org Phone: (319) 291-4429 Fax: (319) 291-4431 Page 76 of 638 CERTIFIED MBE CONTRACTORS CARTER ELECTRIC 725 Adams Street Waterloo, IA 50703 Phone: (319) 232-9808 Pager: (319) 235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 Phone: (319) 235-0885 Fax: (319) 236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 961-1659 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS —ALL TYPES, FOOTINGS, LIGHT DEMOLITION D.C. CORPORATION 426 Beech Street Waterloo, IA 50703 Phone: (319) 493-2542 FAX: (319) 236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING (ALL TYPES), GENERAL CONSTRUCTION Page 77 of 638 GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER'S WORKS 2309 Springview Street Waterloo, IA 50707 Phone: (319) 233-2150 Contact: David L. Greer, Sr. Specializing in: ROOFING & GENERAL CONSTRUCTION QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION D & D CONSTRUCTION 1124 West Donald Street Waterloo, IA 50703 Phone: (319) 961-4208 Contact: Darrell E. Caldwell, Sr. Specializing in: ROOFING AND GENERAL CONSTRUCTION E. CASTRO ROOFING 702 Riehl Street Waterloo, IA 50701 Phone: (319) 215-5683 Contact: Emillio Castro Specializing in: ROOFING, SIDING, GENERAL CONSTRUCTION Page 78 of 638 CERTIFIED WBE CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING PETERMAN & HAES CARPET ONE* 4003 University Waterloo, IA 50701 Phone: (319) 233-6131 Fax: (319) 233-6133 Certified: City of Waterloo WBE Email: JR11486@cfu.net Contact: Carol Reese Specializing in: FLOOR COVERING * DENOTES WOMEN BUSINESS ENTERPRISE Page 79 of 638 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon the specific request of the City of Waterloo, Iowa.) All questions must be answered, and the date given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation, when incorporated. 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion.) 7. General character of work performed by your company. 8. Have you ever failed to complete any work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. List the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. 11. List your major equipment available for this contract. 12. Experience in construction work similar in importance to this project. 13. Background and experience of the principal members of your organization, including the officers. 14. Credit available: $ 15. Give bank reference: 16. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City of Waterloo, Iowa? 17. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement of Bidder's Qualifications. STATEMENT OF BIDDERS QUALIFICATIONS Page 1 of 2 Page 80 of 638 Dated at , this day of , 20_ State of ) County of ) ) ss: tName of Bidder) By: Title: , being duly sworn deposes and says that he is of and that the answers to the (Name of Organization) to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this Signature My commission expires day of , 20. Notary Public STATEMENT OF BIDDERS QUALIFICATIONS Page 2 of 2 Page 81 of 638 GENERAL SPECIAL PROVISIONS 1. SCOPE OF WORK The work covered by this contract consists of furnishing all labor, equipment, and materials and performing all operations, in connection with THE F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113, as shown on the contract drawings and in accordance with these specifications. The contract drawings, which accompany and form a part of this contract and specifications are dated February 24, 2025. They have the general title of Conceptual Shelter (Attachment A) 2. CONFLICTING SPECIFICATIONS All requirements of other specifications contained in the contract documents, which conflict with the provisions of the special provisions will be considered void. 3. DUMPING AREAS Excess material resulting from construction operations shall be hauled to the County Landfill or other area secured by the Contractor and approved by the City Engineer. Rubble, rubbish, trees, brush, and other unsuitable backfill material, as designated by the City Engineer, shall be hauled to the County Landfill. All Landfill charges are to be considered incidental to the contract and are the responsibility of the Contractor. 4. CONSTRUCTION DAMAGE The Contractor shall exercise care during construction operations to ensure the safety and protection to existing features located near or within the limits of construction. Damage caused by negligence or poor workmanship, as determined by the Engineer, shall be considered the Contractor's responsibility. GENERAL SPECIAL PROVISIONS CONTRACT 1113 Page 1,of 4 82 of 638 5. REMOVED MATERIALS All materials removed as part of this Contract shall remain the property of the City unless the City determines that the materials are not salvageable and the City does not want to retain ownership of the materials. Materials designated in the field by the Engineer as nonsalvageable shall be hauled and disposed of by the Contractor at no cost to the City. All other materials shall be transported to locations as directed by the Engineer. No separate measurement or payment will be made for hauling or disposing of removed materials and it shall be considered incidental to applicable items. 6. OVERHAUL Overhaul will not be paid for "surplus material" obtained from any of the items of construction under this contract. The cost of overhaul will be considered as incidental to the items to which it applies. 7. MAILBOXES/STOP SIGNS The Contractor shall notify the United States Postal Department of mailboxes, which interfere with any part of the work before removing them, and the Contractor will relocate them as required by the Postmaster. The removal and replacement of mailboxes will not be considered for direct payment but will be considered incidental to the item to which it applies. The removal and replacement of stop signs will not be considered for direct payment but will be considered incidental to the item to which it applies. 8. PAY ITEMS All pay items are listed in the proposal and shall include the purchase of all materials, delivery of these materials, and furnishing all labor, plant and miscellaneous work needed to make the item complete. All such cost shall be incidental to the proposed item to which it applies and shall not be considered for separate payment. 9. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS The Contractor shall, immediately upon execution and delivery of the contract, before the first estimate for payment is made, deliver to the City Engineer a detailed estimate giving a complete breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the City Engineer prior to any payment of any lump sum price item. 10. PERMISSION TO HAUL OVER STREETS. RAILROADS AND HIGHWAYS The Contractor will be required to secure, from the proper authorities, permission or permit which may be required to haul over streets, highways, railroads or private property, and any hauling operations of the Contractor shall be subject to the requirements of such permits, permission, and to all applicable regulations, laws, and ordinances governing hauling and movement of equipment over streets, railroads, highways and private property. Any costs or inconvenience caused by obtaining any necessary permits or permission shall be considered completely covered by the price bid for the items in the proposal. 11. CONSTRUCTION SCHEDULING The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Engineer may change the schedule to accommodate changing construction conditions. The Contractor shall coordinate the work under this contract with contractors performing work under other contracts which may be performed concurrently. GENERAL SPECIAL PROVISIONS CONTRACT 1113 Page -rage2sof 4 83 of 638 The Contractor shall be responsible to notify the Police, Fire, Street and Engineering Departments of the closing and opening of streets. The Contractor shall commence work within ten (10) days after receipt of the "Notice to Proceed" and diligently execute the work of the contract to completion. 12. PRE -CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre -construction conference to discuss problems and schedules of contracts. 13. UNDERGROUND UTILITIES It is the responsibility of the Contractor to obtain the location of gas lines, water lines, electric, telephone, and cable television cables or wires from the various utility companies and the City electrician before starting any excavation. The Contractor shall be responsible for any damage to any underground utilities. The Contractor shall expose those utilities indicated on the plans so that elevations may be determined before beginning construction. This work shall be considered incidental to other items of work. If the Contractor believes that additional costs have been incurred due to a utility being improperly located, the resolution of the additional costs incurred shall be made between the Contractor and the respective utility company. 14. TRAFFIC SIGNS AND STREET SIGNS The Contractor shall contact the City of Waterloo Traffic Operations Department to have any street sign that will be affected by construction removed and replaced when the work has been completed. 15. TRAFFIC CONTROL DURING CONSTRUCTION The Contractor shall, at his own expense and without further or other order, provide, erect and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs or other adequate protection, as required by the latest edition of Part VI of the "Manual on Uniform Traffic Control Devices" and shall provide, keep and maintain such barricades, signs, etc., as may be required or as may be ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work. All barricading plans shall be reviewed by the Engineer. The Contractor shall determine, provide and obtain approval from the City Engineer on all detour locations for all street closings, barricades and posting prior to construction. These shall meet requirements of the City Police Traffic Department. The Contractor shall notify the City Engineer's Office and the Police, Fire and Street Departments when the street is closed for construction. All barricading shall be in accordance with the latest edition of Part VI of the "Manual on Uniform Traffic Control Devices." Encapsulated lens sheeting is not required on this project. 16. GRADES. LINES. LEVELS AND SURVEYS All necessary grades, lines, levels and surveys shall be established and maintained by the Contractor. The Contractor shall verify all grades, lines, levels and dimensions as sown on the drawings, and he shall report any errors or inconsistencies in the same to the City Engineer before commencing work. 17. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and health of all persons employed on this project and the public. He shall provide necessary safety devices and safeguards in GENERAL SPECIAL PROVISIONS CONTRACT 1113 Page asof 4 84 of 638 accordance with latest and best accident prevention practices. All such protection shall be furnished to employees without cost. No direct measurement of payment shall be made for this protection but shall be considered incidental to other items of work. The public shall be kept outside of any work area. 18. WORKING ON SATURDAYS. SUNDAYS AND LEGAL HOLIDAYS The Contractor shall notify the Engineer in writing forty-eight (48) hours in advance if work on Saturday is planned. By noon the Friday before the planned Saturday work, the Contractor shall confirm the Saturday work schedule with the project inspector. Work on Sunday requires prior approval of the Engineer in accordance with the Waterloo Standard Specifications. The Contractor shall not work the following days in 2025 due to City holidays: o January 1, 2025 o January 20, 2025 o May 26, 2025 o June 19, 2025 o July 4, 2025 s September 1, 2025 o November 11, 2025 o November 27, 2025 o November 28, 2025 o December 24, 2025 o December 25, 2025 o January 1, 2026 GENERAL SPECIAL PROVISIONS CONTRACT 1113 Page 4 of 4 Page 85 of 638 GENERAL SPECIFICATIONS FOR CONSTRUCTION SECTION A - SECTION B - SECTION C SECTION D SECTION E SECTION F - CITY OF WATERLOO, IOWA Department of Engineering Definitions of Terms Scope of work - Control of Materials and Work - Procedure and Progress - Measurements and Payments Legal Relations and Responsibility SECTION A - DEFINITIONS OF TERMS 1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying contract, acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. ENGINEER. The City Engineer of Waterloo, Iowa, representative. or his authorized 4. INSPECTOR. The authorized representative of the Engineer, assigned to the detailed inspection of the work or materials therefor and to such other duties as may be delegated to him in these specifications. 5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications, or his authorized representative. 6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the Council, contracted with the Contractor to execute and perform in his stead all or any part of the contract. 7. BIDDER. Any individual, firm, or corporation submitting a proposal for all, or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form, for the improvements covered by these specifications. 11. SPECIFICATIONS. The documents that set forth the manner in which the proposed work is to be accomplished which have been prepared by the Engineer and approved by the City Council, official copies of which are now on file with the City Clerk. 12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the contract of which these specifications are a part, which change or supplement these specifications. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 1 ofrage 86 of 638 13. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions, definitions, and instructions set forth in the official publications relating to the work, the official contract and specifications, the Proposal, official plans, and all supplemental agreements entered into by the parties to the contract. 14. NOTICE TO BIDDERS. The notice called attention of bidders to the time and place for receiving bids, containing a brief description of the work, and briefly setting forth the requirements and conditions for submission of Proposals. 15. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information relative to the proposed work and requirements for the submission of Proposals. 16. PLANS. The plans for the improvement covered by the specifications and approved by the Council, official copies of which are on file with the City Clerk. 17. CONTRACT BOND. The bond executed by the Contractor and his surety in favor of the City of Waterloo, Iowa, guaranteeing the complete execution of the contract in accordance with the plans and specifications, the payment of all debts pertaining to the work, and maintenance of the work as provided by law or by the specifications. 18. CONTRACT PERIOD. The period from the specified date for beginning the work to the specified date of completion, both dates inclusive. The contract period may be extended by the Council, as provided in these specifications, in which event the contract period includes the new date of completion. 19. OFFICIAL PUBLICATIONS. The official publications are the formal resolutions and notices relative to the proposed improvement that are required by law to be published in a prescribed manner and that have actually been published in accordance with the statutes relating thereto. Attention is directed to the fact that these official publications are by statute vested with all of the force and effect of contract obligations. 20. A.S.T.M. Abbreviation for American Society for Testing Materials. 21. WORK. The term "Work" of the Contractor and Subcontractor includes labor or materials or both, equipment, transportation, or other facilities necessary to complete the contract. 22. TIME. All time limits stated in the contract documents are of the essence in the contract. SECTION B - SCOPE OF WORK 1. CORRELATION AND INTENT OF DOCUMENTS. The Contract documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the documents is to include all labor, materials, equipment, and transportation necessary for the proper execution of the work. Materials or work described in words which, so applied, have a well-known technical or trade meaning shall be held to refer to such recognized standard. 2. DRAWINGS AND SPECIFICATIONS. Unless otherwise provided in the contract documents, the engineer shall furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 2 ofge 87 of 638 The Contractor shall keep one (1) copy of all drawings and specifications on the work available to the Engineer and to his representatives. 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature, character and location of the work, the conformance to the ground, the character, quality, and quantity of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can, in any way, affect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the City, either before or after the execution of the Contract, shall affect or modify any of the terms or obligations herein contained. 4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor, in the course of the work, finds any discrepancies between the plans and the physical conditions of the locality, or any errors of omission in plans or in the layout as given by said stakes and instructions, it shall be his duty to inform the Engineer immediately, in writing, and the Engineer shall promptly correct the same. 5. ALTERATION OR CORRECTION OF PLANS. The plans are made up from surveys that are presumably correct and represent the foreseen construction requirements. Any modification of the plans which may be required by the exigencies of the construction or any corrections made necessary because of errors in the original surveys, will be made by the Engineer. Should corrections or modifications of the plans or specifications require a different quality or class of work than that upon which the unit prices in the Proposal are based, or if the modifications or corrections are required in parts of the work partially completed and such modifications result in an increased cost to the Contractor, the amount to be paid for work resulting from such changes shall be agreed upon in writing at the time the changes are ordered and before the work is begun by the Contractor. No allowance will be made for anticipated profits on work not performed. 6. CHANGES IN THE WORK. The City, without invalidating the contract, may order extra work or make changes by altering, adding to, or deducting from the work, the contract sum being adjusted by agreement or in accordance with the dispute resolution procedures identified herein such changed work is undertaken. All such work shall be executed under the conditions of the original contract, except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such c h an g e. 7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing the contract, to order the performance of such work of a class not contemplated in the Proposal or to increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily the work included in the contract. However, when the work is completed without change in the plans, and the measured quantity of any item of work varies by more than twenty percent (20%) from the estimated quantity specified in the contract, an adjustment in price may be made for such item of work by agreement between the Engineer and the Contractor, subject to the approval of the City Council. Party to the contract may request such an adjustment. 8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work under this contract is to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material, together with the right of access to same. 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he shall make application to the Waterloo Water Works for a temporary water connection from a fire hydrant or by some other connection method. Water usage will be charged at the rate for temporary water service. The rules, regulations, and water rates are available at GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 3 ofrage 88 of 638 the Waterloo Water Works offices at 325 Sycamore Street or their telephone number is 319-232- 6280. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or by other Contractors is contiguous to work covered by this contract, the respective rights of the various interests involved shall be established by the Engineer to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Engineer shall be the judge of how many streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit the closing of additional streets until such of the work is finished and opened to traffic as he may direct. 12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to obstruct the streets, highways, and alleys as little as possible. The Contractor shall carry on the different parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the work, the Contractor shall follow the directions of the Engineer as to the place or places where work shall be started or be carried on and the direction in which it shall be done. 13. SHANTIES AND BUILDINGS. Shanties or other buildings shall not be erected in or upon any street, highway, or alley without permission of the Engineer. If such permission be granted, it may be upon any reasonable terms prescribed by the person or body granting such permission. 14. SANITARY CONVENIENCES. The Contractor shall furnish the necessary sanitary conveniences, properly secluded, for the laborers on the work, and these shall be maintained in a manner that will be inoffensive to the public. 15. CLEANING UP. The Contractor shall, as directed by the Engineer, remove from the City's property and from all public and private property, at his own expense, all temporary structures, rubbish, and waste materials resulting from his operations before work can be considered completed. The Contractor shall also renew or replace any and all fences, sidewalks, or other property damaged or disturbed by his work. 16. OMISSION OF PARTS OF GENERAL SPECIFICATIONS. Parts of the General Specifications deemed not to apply to some particular work may be omitted by special reference in other parts of the contract documents. SECTION C - CONTROL OF MATERIALS AND WORK 1. SUPERVISION AND INSPECTION. The Engineer shall have supervision of the construction provided for in this Contract and shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress on the work, and all questions regarding the acceptable fulfillment of the terms of the Contract. Materials and construction work shall, at all times, be subject to the inspection of the Engineer or his representatives. The Contractor shall be held strictly to the true intent of these specifications as regards the quality of materials, workmanship, and the diligent prosecution of the work. The Engineer and his representatives shall, at all times, have access to the work wherever it is in preparation of progress, and the Contractor shall provide proper facilities for such access and for inspection. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 4 ofge 89 of 638 If the specifications, the Engineer's instructions, law ordinances, or any public authority require any work and/or materials to be especially tested or approved, the Contractor shall give the Engineer timely notice of readiness for inspection. If the inspection is to be made by authority other than the Engineer, the Contractor shall notify the engineer of the date fixed for inspection. Inspections by the Engineer will be promptly made and, where practicable, at the source of supply. If any work should be covered up without the approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Engineer, and, if so ordered, the work must be uncovered by the Contractor. If such work be found in accordance with the Contract, the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract, the Contractor shall pay such cost unless he shall show that the defect in the work was caused by another Contractor, and, in that event, the City shall pay the cost. 2. AUTHORITIES AND DUTIES OF INSPECTORS. Inspectors may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed; also, to report whenever it appears that materials furnished and work performed by the Contractor fail to fulfill the requirements of the specifications and Contract, and to direct the attention of the Contractor to such failure or infringement; but such inspection shall not relieve the Contractor from any obligations to furnish acceptable materials or to provide completed construction that is satisfactory in every particular. In case of any dispute arising between the Inspector and the Contractor as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject materials or suspend the work until the question at issue can be referred to and decided by the Engineer. Inspectors are not authorized to revoke, alter, enlarge, relax, or release any requirements of these specifications. The Inspector shall, in no case, act as foreman or perform other duties for the Contractor, or interfere with the management of the work by the latter. 3. STATUS OF THE ENGINEER. The Engineer shall have general supervision and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. He shall also have authority to reject any work and/or materials which do not conform to the specifications, to direct the application of forces to any portion of the work as, in his judgment, is required, and to order the force increased or diminished, and to decide questions which arise in the execution of the work. 4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents. All such decisions of the Engineer shall be final except as to the element of time and financial consideration involved, which, if no agreement in regard thereto is reached, shall be subject to the dispute resolution procedures identified herein. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He shall not proceed until he has received from the Engineer such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve bench marks, reference points, and stakes, and in case of willful or careless destruction, he shall be charged with the resulting extra expense and shall be responsible for any mistakes that may be caused, by their loss or disturbance. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 5 ofrage 90 of 638 6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work using his best skill and attention. He shall carefully study and compare all drawings, specifications, and other instructions, and shall report at once to the Engineer any error, inconsistency, or omission which he may discover. 7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being give, work done beyond lines shown on the plans or as given, except as herein provided, or any extra or additional work done without authority, will be considered as unauthorized and at the expense of the Contractor and will not be paid for under the provisions of the Contract. Work so done may be ordered removed and replaced at the Contractor's expense. 8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly remove from the premises all materials condemned by the engineer as failing to conform to the Contract; whether incorporated in the work or not, and the Contractor shall promptly replace and re -execute his own work in accordance with the contract and without expense to the City, and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expense of such removalwithin a reasonable time thereafter, the City may, upon ten (10) days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of removal, the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT, APPLIANCES, AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of the work. Materials shall be of the quality specified for each particular part of the work. Whenever, in construction of the work or in the manufacture of any article of appliance necessary for the construction or operation of the work, it is necessary to use any material that is not fully specified in these specifications, it shall be of good quality and shall meet with the approval of the Engineer. Any appliance that is necessary for the construction or operation of the work and is commonly recognized as a part of the work, shall be furnished by the Contractor as part of the work, whether or not it is specifically called for in the plans and specifications, and such appliance shall be of good quality and standard make and shall meet with the approval of the Engineer. 10. MATERIAL SAMPLES. Before the contract is awarded, the bidder may be required to furnish a statement of the origin, composition, and manufacture of any and all materials proposed for use in the performance of the Contract, together with samples of the material. These samples will be considered as representative and typical of the material to be obtained from any particular source. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 6 ofge 91 of 638 11. CHARACTER OF WORKMEN AND EQUIPMENT. The Contractor shall employ competent and efficient workmen for every kind of work. Any person employed on the work who shall refuse or neglect to obey the directions of the engineer or Inspector, or who shall be deemed incompetent or disorderly, or who shall commit trespass upon public or private property in the vicinity of the work, shall be dismissed when the Engineer so orders, and shall not be re-employed unless express permission be given by the Engineer. The Contractor shall, at all times, enforce discipline and good order among his employees. The methods, equipment, and appliances used on the work, and the labor employed, shall be such as will produce a satisfactory quality of work and shall be adequate to complete the contract within the specified time limit. 12. HIRING CITY EMPLOYEES. The Contractor shall not employ and hire any of the City's employees without the permission of the Engineer. 13. LABOR. Local labor shall be given preferences so far as practicable. 14. THE CITY'S RIGHT TO DO WORK. If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the City of Waterloo, after three (3) days' written notice to the Contractor may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Engineer shall approve both such action and the amount charged to the Contractor. SECTION D - PROCEDURE AND PROGRESS 1. ORDER OF COMPLETION - USE OF COMPLETED PORTIONS. The Contractor shall complete any portion or portions of the work in such order or time as the Engineer may require. The City shall have the right to take possession of a use completed or partially completed portion of the work at any time, but such taking possession and use shall not be deemed an acceptance of work so taken or used, or any part thereof. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation or extension of time, or both, as the Engineer may determine. 2. WEATHER. During stormy or inclement weather, all work shall be suspended, except such as can be done in an acceptable manner. Permission to work during freezing, stormy, or inclement weather shall in no way be construed as a release of the Contractor's responsibility regarding the quality of the finished work at such time. 3. SUNDAYS AND LEGAL HOLIDAYS. Except for such work as may be required to properly maintain or protect completed or partially completed construction or to maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the Engineer. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation, unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Engineer pending dispute resolution procedures; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide will compensate for such delay. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 7 ofge 92 of 638 No such extension shall be made for delay occurring more than thirty (30) days before claim therefor is made in writing to the Engineer. In the case of a continuing cause of delay, only one claim is necessary. This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. 5. TEMPORARY SUSPENSION OF WORK. The Engineer shall have authority to suspend the work, wholly or in part, for such period or periods of time as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as is necessary due to the failure to the Contractor to carry out orders given or to perform any or all provisions of the Contract. 6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under this contract shall be deemed to be served if the same be delivered to the man in charge of any office used by the Contractor or his foreman or agent at or near the work, or deposited in the post office, postpaid, addressed to the Contractor at his last known place of business. 7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of one-fourth (1/4) of the contract period, one -eighth (1/8) of the work shall be completed; at the expiration of one-half (1/2) of the contract period, three -eighths (3/8) of the work shall be completed; at the expiration of three -fourths (3/4) of the contract period, the work shall be three -fourths (3/4) completed, and the whole work shall be completed at the expiration of the contract period. If, at any time the above schedule is not being maintained, the Council may give written notice to the Contractor and his sureties that the specifications are not being complied with. Such notice shall state what action on the part of the Contractor is required to bring the work within the requirements of the specifications. If the Contractor fails, within ten (10) days, to proceed as directed in the said notice, then the Council shall have authority to annul this contract without process or action at law and take over the prosecution and completion of the work, as provided under the article covering City's right to terminate contract. 8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a bankrupt; or if he should make a general assignment for the benefit of this creditor; or if a Receiver should be appointed on account of his insolvency; or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough skilled workmen or proper materials; or if he should fail to make prompt payment to Subcontractors or for materials or labor; or if he should persistently disregard laws, ordinances, or the instructions of the Engineer; or if he should otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other rights or remedy, and after giving the Contractor seven (7) days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administration services, such excess shall be paid to the Contractor. If such expense of finishing the work shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default shall be certified by the Engineer. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 8 ofrage 93 of 638 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, from any cause whatsoever, the Contractor, if notified to do so by the City; shall promptly remove any part or all of his equipment and supplies from the property of the City, failing which, the City shall have the right to remove such equipment and supplies at the expense of the Contractor. SECTION E - MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured by the Engineer according to the United States standard measures. 2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis for final payment for the work performed under this Contract. After the work is completed, the Engineer will make measurements and computations of the number of units of each of the various items of work completed, and the Contractor will be paid for the actual amount of work performed at the rates specified in his Proposal. Before final settlement is made, the Council may require the Contractor to submit a list of all persons furnishing labor or materials, with evidence that such persons have been paid in full. Payment shall be made in the manner set forth in official publications and Council Proceedings relative thereto. 3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the Engineer and performed by the Contractor shall be compensated for as provided herein. If work is to be done or materials are to be furnished by the Contractor which cannot properly be classified under unit prices included in the Proposal, the Contractor shall be paid therefor the actual reasonable cost of the labor and materials entering permanently in such work, plus fifteen percent (15%) of the cost thereof. In computing the labor cost on such extra work, the following items shall be included: (a) Actual payroll expenditures for labor at the current rate therefor, and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. (c) Liability insurance, prorated, for the extra work. Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector daily. The Inspector shall check the items, and if he finds them to be correct, he shall so certify on the statement of cost, returning one copy to the Contractor and filing one copy with the Engineer. The Engineer shall determine the cost of materials entering into extra work from the materials and receipted freight bills for the same. For any special machine, power tools, or equipment, including fuel and lubricants, but not including small hand tools, which may be deemed necessary or desirable to use, the Contractor shall be allowed a reasonable rental thereon, to be agreed upon in writing by the Engineer before such work is begun, and to which sum no percentage is to be added. The item of cost shall not include repairs or replacement of equipment or overhead expenses of any character. The fifteen percent (15%) allowed is considered to cover the use of hand tools and all overhead expenses except liability insurance. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 9 ofge 94 of 638 In no case will a claim for extra compensation be allowed unless the work upon which the claim is based has been ordered in writing, except as provided hereinafter. 4. CLAIMS FOR EXTRA COST. If the Contractor claims that any instructions, by drawings or otherwise, involved extra cost under this contract, he shall give the Engineer written notice thereof within ten (10) days after completion of the work. No such claim shall be valid unless so made. 5. CLAIMS FOR EXTRA COMPENSATION. If the Contractor deems that extra compensation is due him for work and/or materials that he considered is not clearly covered in the items for which he submitted unit prices in his bid and that were not ordered in writing by the Engineer as an extra heretofore provided, the Contractor shall notify the Engineer, in writing, of his intention to make claim for extra compensation for work and/or material before starting construction. If such written notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost as defined herein, then the Contractor hereby agrees to waive the claim for extra compensation. Such notice to the engineer and the fact that the Engineer has kept account of cost as aforesaid, shall not in any way be construed as proving the validity of the claim, which must be passed upon by the Council. In the event that the Council finds the claim to be just, it shall be allowed and paid for as extra work as provided herein. 6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the full completion of the work to be done under this contract, the Engineer shall make a written statement of all the work done by the Contractor hereunder, stating the quantity of each item as found by him and including a statement of all credits for extra work and all credits or debits for changes, alterations, omissions, and defects, and shall forthwith deliver a copy of such statement to the Contractor. The Contractor shall compare such statement with his own records and shall then, in writing, either approve such statement or point out any claimed errors or omissions. If any of such claims are found correct, the Engineer shall, within ten (10) days, prepare a new statement, a copy of which shall in like manner be delivered unto the Contractor. The Engineer will not file a formal completion report with the City until the Contractor has approved the same. If the figures of the Engineer and the Contractor cannot be reconciled, or there is a difference of opinion regarding some item or items, then such difference of opinion shall be submitted to the dispute resolution procedures as hereinafter provided, and such resulting decision shall be final, and the Engineer shall, within a period of five (5) days thereafter, file his completion report. Before action by the City Council upon such completion report, the Contractor shall also file a written statement of any claims he may have against the City, other than those shown by such completion report, growing out of this contract or the work done hereunder. The City shall retain five percent (5%) of the amount due the Contractor on the completion report for a period of thirty (30) days. If no claims are filed against the Contractor within thirty (30) days, the final five percent (5%) shall then be paid to the Contractor. 7. WAIVER. By the execution of this contract ,the Contractor agrees that any objections he may have to the statement of the amount of work done hereunder included by the Engineer in this completion report, and any claims of the Contractor against the City growing out of this contract and the work done hereunder which are not stated in writing in the manner and within the time provided in Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the City. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 95 of 638 SECTION F - LEGAL RELATIONS AND RESPONSIBILITIES 1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar with all laws, ordinances, and regulations which may, in any manner, affect those engaged or employed upon the work or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict with such laws, ordinances, and regulations. 2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part ofthe improvement shall be held responsible for the care of materials and of partially completed and completed work until final acceptance of the same by the Council. He will be required to make good at his own expense any damage which the work may sustain from any cause prior to the filing of the engineer's certificate of completion. He shall take all risk from floods and casualties of every description and make no charge for delay due to such cause. He may, however, be allowed a reasonable extension of time on account of such delays. He shall correct or make good at his own expense all damages to adjacent property due to the acts or negligence of his employees of the prosecution of his work, and save the City harmless therefor. The Contractor shall be held liable and responsible for all damages done to water, sewer, drain, or other underground pipes and structures, and to sidewalks and private property. 3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for all damages sustained by persons or property due to the carrying on of his work until final acceptance thereof, or until released by the Engineer in writing. 4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefor and said Contractor shall also carry liability insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before work shall be started on this contract, the Contractor shall furnish the City Clerk with proper affidavit or Affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of a least ten (10) days following the filing of written notice of cancellation, protecting the public and any person from injuries or damages sustained by reason of carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned bythe Contractor or by other persons, firms, or corporations. (e) The minimum protection shall be as follows: GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 96 of 638 Comprehensive General Liability Insurance General Aggregate Limit $ 5,000,000.00 Products —Completed Operations Aggregate Limit $ 5,000,000.00 Each Occurrence Limit $ 5,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured" and it must be stated on the certificate. Coverage shall be written on a primary and non- contributory basis and shall include a waiver of subrogation in favor of the City of Waterloo. A certificate, or a policy if requested, shall be filed with the Owner. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk shall include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. To the fullest extent permitted by law the Contractor shall defend, indemnify, and hold harmless the City and the Engineer and their agents, representatives, officers and employees ("Indemnitees") from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from or in connection with the performance of the Work, provided that any such claim, damage, loss or expense is caused in whole or in part by any act or omission of the Contractor, anyone directly or indirectly employed by it or anyone for whose acts any of them may be liable. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity or contribution which would otherwise exist as to any party or person described in the Contract Documents. In any and all claims against the Owner or Engineer or any of their agents, officers or employees by any employee of the Contractor, any Subcontractor, any person directly or indirectly employed by any of them or anyone for whose acts may be liable, the indemnification obligation under this Subsection 4 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. All policies shall be in form and with insurance carriers acceptable to the City of Waterloo. Each such policy shall provide that thirty (30) days' prior written notice of cancellation must be given to City before cancellation of the policy will be effective. Contractor will take all steps required to prevent all such insurance from lapsing or being canceled. 5. BARRICADES AND SIGNS. The Contractor shall, at his own expense and without further or other order, provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" and shall provide, keep, and maintain such barricades, signs, etc., as may be required or as may be ordered by the City Engineer, to insure the safety of the public as well as those engaged on the work. All barricading plans shall be approved by the City Engineer. 6. ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the City harmless from loss on account thereof, except that the City shall be responsible for all such GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 97 of 638 loss when a particular process or the product of a particular manufacturer is specified. 7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements for permanent changes in existing facilities shall be secured and paid for by the City. 8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be made in writing to the party liable within a reasonable time of the first observance of such damage and no later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials and shall be adjusted by agreement or by dispute resolution procedures as identified herein. The Contractor shall be held for the payment of all just claims against him arising out of the prosecution of this contract, and his bond will not be released until such claims are paid or dismissed. 9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or sublet any portion of the work provided for therein without the written consent of the City Council. 10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature of the contract, notify the Engineer in writing of the names of the Subcontractors proposed for the work and shall not employ any that the Engineer may, within a reasonable time, object to as incompetent or unfit. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 98 of 638 The Contractor agrees that he is as fully responsible to the City for the acts and omission of his Subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 11. DISPUTE RESOLUTION PROCEDURES. The parties shall endeavor to resolve their disputes by mediation which, unless the parties mutually agree otherwise, shall be administered in accordance with Iowa Code Chapter 679C, as amended. A request for mediation shall be made in writing and delivered to the other party to the Contract. The request may be made concurrently with the filing of binding dispute resolution proceedings but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. For any dispute not resolved by mediation, the method of binding dispute resolution shall be litigation in the Iowa District Court for Black Hawk County. In the event the City should prevail in any legal proceedings arising out of the performance or non- performance of this Contract, the Contractor shall pay, in addition to any damages, all expenses of such action including reasonable attorney's fees, all expert witness fees, costs, and litigation expenses incurred by the City, including those incurred on appeal. The terms "costs and expenses" are not limited to the costs and expenses traditionally taxed as court costs. The term "legal proceedings" shall be deemed to include any arbitration, administrative proceedings, and all appeals from any and all of the foregoing. 12. PERFORMANCE AND PAYMENT BONDS. The Contractor shall, at the time of execution and delivery of this contract and before the taking effect of same, furnish and deliver to the City written bonds of indemnity to the amount required by law in form and substance, and with GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 99 of 638 surety thereon satisfactory and acceptable to the City, to insure the faithful performance and payment by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. These bonds shall remain in force and effect for the full amount of the Contract. These bonds shall remain in force and effect for the full amount of the Contract. The Contractor shall further provide a maintenance bond guaranteeing the maintenance of the contract improvements for a period of two (2) years from and after completion of said improvements and their acceptance by the City. 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon the Engineer or his authorized assistants, either personally or as an official of the City, it being understood that in such matters he acts as the agent and representative of the City. 14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond because of damages to property or individuals by said Contractor or his workmen, or because of the violation of any provisions of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be brought in the District Court of the State of Iowa in and for Black Hawk County. 15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed and the Contractor released from further obligations except as to the requirements of his bond, after the work has been completed and finally accepted and final estimates have been allowed and the completion report of the engineer has been filed and approved by the Council. 16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements, estimate, or certificate made, either before or after the completion and acceptance of the work and payment therefor, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or the work or materials do not, in fact, conform to the Contract. The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his surety such damages as it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance by the City or any of its representatives, nor any payment for or acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the City, shall operate as a waiver on any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach. GENERAL SPECS FOR CONSTRUCTION CONTRACT 1113 Page 100 of 638 SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to require compliance by each subcontractor with the applicable provisions of the contract for the improvements embraced in this contract. 2. REVIEW BY THE CITY OF WATERLOO The City of Waterloo, its authorized representatives and agents, shall at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this contract, provided, however, that all instructions and approval with respect to the work will be given to the contractor only by the City of Waterloo through its authorized representative or agents. 3. INSPECTION a. The contractor shall furnish promptly all materials reasonably necessary for any tests, which may be required. All tests by the City of Waterloo will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the Technical Specifications. b. Inspection of materials and appurtenances to be incorporated in the improvements embraced in this contract may be made at the place of production, manufacture or shipment, whenever the quantity justifies it, and such inspection and acceptance, unless otherwise stated in the Technical Specifications, shall be final, except as regards (1) latent defects, (2) departures from specific requirements of the contract, (3) damage or loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of materials as a whole or in part will be made at the project site. 4. WARRANTY OF TITLE No material, supplies, or equipment to be installed or furnished under this contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease -purchase or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. The contractor shall warrant good title to all materials, supplies, and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same together with all improvements and appurtenances constructed or placed thereon by him to the City of Waterloo free from any claims, liens, or charges. Neither the contractor nor any person, firm, or corporation furnishing any material or labor for any work covered by this contract shall have any right to a lien upon any improvement or appurtenance thereon. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. SUPP GEN SPECS FOR CONSTRUCTION Page 1 of 1 Page 101 of 638 FORM OF CONTRACT FOR THE CONSTRUCTION OF F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE CITY OF WATERLOO, IOWA CONTRACT NO. 1113 This contract made and entered into this day of , 20 , by and between the City ofWaterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and of, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanship like manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. PAR. 2 The term "Contract" means and includes the following: A. Notice of Public Hearing B. Notice to Bidders C. Instructions to Bidders D. Proposal E. Bid Bond F. Contract G. Performance Bond H. Payment Bond I. Maintenance Bond J. General Specifications for Construction K. Notice to Proceed L. Conceptual Shelter Layout M. Equipment Rack Elevations N. Estimated Power and Cooling Specifications O. Site Location P. Prefabrications Data Center Bid Specs It is expressly understood and agreed that in addition to the documents listed above, the Contract includes any engineering data which may be furnished by the Contractor and approved by the City, together with such additional Drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to define in greater detail the intent of the Plans and Specifications. FORM OF CONTRACT Page 1 of 4 Page 102 of 638 PAR. 3 PAR. 4 PAR. 5 PAR. 6 PAR. 7 That several parts of the Contract are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the Contract is to include the furnishing of all materials, labor, tools, equipment and supplies necessary for completion of the contract obligations. Materials or work described in words which so applied have a well-known technical or trade meaning shall be held to refer to such recognized standards. In the event of a conflict between any of the contract documents, the Contractor is to provide the greater quantity and/or better quality, unless otherwise directed in writing by the City or Engineer. The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its engineer. The Contractor agrees to perform said work and install said improvements on the terms set out i n bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before December 5, 2025 , unless an extension of time is granted in writing by the Council of the City. If the work is not completed within the specified contract period, plus authorized extensions, the Contractor shall pay to the City Liquidated Damages in the amount of one thousand dollars ($1,000.00) per day, for each day, as further described herein, in excess of the authorized time. Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the FORM OF CONTRACT Page 2 of 4 Page 103 of 638 PAR. 8 PAR. 9 PAR. 10 PAR. 11 PAR. 12 PAR. 13 PAR. 14 PAR. 15 City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein, and in case judgment is rendered against the City, the Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. The City shall have the right to appoint one or more construction reviewers who shall review the progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the manner of doing the work, and their judgment on rejecting any materials, substance, or manner of work shall be final unless it is revoked or modified by the City Engineer. Any material, which has been rejected by the construction reviewer, shall be at once removed from the line of work and shall not be again taken thereon or placed with the material proposed to be used without the written consent of the City Engineer. The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work, but if said work is delayed by the City, the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. The Contractor agrees to pay punctually all just claims of labor, material, men, or subcontractors who shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall not be liable for said labor, material, or men under this contract. The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders, which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council and is by reference made a part ofthis contract. The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty (30) consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Bidders, the amount of money due the Contractor for work performed and accepted, at the lump sum set out in the Contractor's proposal, which has been accepted by the City. FORM OF CONTRACT Page 3 of 4 Page 104 of 638 PAR. 16 The total amount of the contract, based on the Contractor's proposed lump sum, and for which 100% surety bond is required is $ PAR. 17 After the completion of said work, the Contractor agrees to remove all debris and clean-up said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the street back in a proper condition for travel. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. PAR. 20 PAR. 21 The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2) years from the date of its acceptance by said Council, and after having been given ten (10) days notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City, and, in any event, until two (2) years after the acceptance of the work. CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of , 20 . ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT Page 4 of 4 Page 105 of 638 SURETY BOND NO. PERFORMANCE, PAYMENT, AND MAINTENANCE BOND KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal" and , as Surety are held and firmly bound unto , as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of , , hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: F.Y. 2025 PREFABRICATED SHELTER AT 512 UNIVERSITY AVE, CONTRACT NO. 1113 The City of Waterloo (Owner) is seeking bids from contractors who can supply and install a prefabricated concrete communication shelter that will securely house the network equipment, power systems, and supporting environmental components required to operate the Waterloo Fiber FTTU network for the Owner (the Project). The shelter will be located at 512 University Ave, Waterloo, IA 50701 (See Attachment D — Site Location). Page 106 of 638 (CON'T — PERFORMANCE, PAYMENT, AND MAINTENANCE BOND) and to faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract and Contract Documents, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from all work except new paving to be performed under the Contract within the period of two year (s) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; and B. To remedy any and all defects that may develop in or result from new paving work to be performed under the Contract within the period of two year (s) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; C. To keep all work in continuous good repair; and D. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. E. Maintenance bond requirements shall not apply to the following: work that is not permanently incorporated into the project, pavement markings, seeding, sodding, and plant material and planting. Page 107 of 638 (CON'T — PERFORMANCE, PAYMENT, AND MAINTENANCE BOND) 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five years after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys' fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. Page 108 of 638 (CON'T — PERFORMANCE, PAYMENT AND MAINTENANCE BOND) In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Black Hawk County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract, in the Contract Documents, and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a word, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond, the Contract, or the Contract Documents; second, if not defined in the Bond, Contract, or Contract Documents, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract and Contract Documents are hereby made a part of this Bond. Page 109 of 638 (CON'T — PERFORMANCE, PAYMENT, AND MAINTENANCE BOND) PRINCIPAL: SURETY: Project No. Contractor Surety Company By By Signature Signature Attorney -in -Fact Officer Title Printed Name of Attorney -in -Fact Officer FORM APPROVED BY: NOTE: Company Name Attorney for Jurisdiction Company Address City, State, Zip Code Company Telephone Number 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. 4901-7335-7110-1\24268-004 Page 110 of 638 B 16' CNEMA-3R enclosure w/removable lid Hammond 1418N4ALE10 or equivalent // // // i i // // // // // // // // co co U c n N c N °° U U '5 N i 1 \ Business Networ< Ladder rack • • mount at 8' height R 2x L5-20R on AC/yArr RR5 inverter sub -panel 2x L6-30R on 19" 4-Post Rack main panel AC PDUs 2" below ceiling 1 sized for 6 x 2 conduits sweep onto ladder 22" cable bend radius Clean Agent Fire Suppression a"' Spare RR4 0) co 0 '5 FDP OLTs top -of -rack DC PDU RR3 2x 19" 2-Post Racks Desk • Contact Alarm 120V Termination Inverter Alarms 1100A Sub ground bus plate future I DC Power I 23" sore AC Inverter RR2 RR1 • 23" DC Power Fire Control N � / / / Callouts 2/24/25 1-phase 120/240v 200A utility service 100A sub -panel to be fed from DC power system inverter Overhead light fixtures shall be 3500 lum/4000kel LED Genset shall support all AC service loads HVAC system shall be dual lead/lag outdoor units HVAC shall provide humidity control within 45-55% HVAC, fire, and DC power shall provide critical alarm contacts Control modules for HVAC, DC power, and fire shall support SNMP Cable entrances shall be 12" below ladder Cable entrances shall accommodate 6 x 2" conduits A Security Keypad University Avenue Floor Plan D Page 111 of 638 Rack Elevations RU Rack RR2 (future) Power BTU Ibs Equipment Information Watts AC I DC Hostname Purpose Vendor Model Serial No. 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Total Watts 0 Watts AC Power (V) 120 DC Power (V) -48 Total BTU p/hr 0 BTU p/hr OA @ 120V AC OA @ -48V DC Total Weight (Ibs) 0 Ibs e -- A circuit breaker should not be loaded above 80°/ continuous load. [NEC Sec. 384-16(c)] 1 20A CB = 16A Max Load 1 30A CB = 24A Max Load L- 0A CB1 32 0Max a When designing for failover power loading, a circuit breaker should not exceed 40% max load per side (A/B) Rack Elevations RU Rack RR3 Power BTU Ibs Equipment Information Watts AC I DC Hostname Purpose Vendor Model Serial No. 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Distribution FDP Calix 600 x 2047 subscriber termination Calix E9-2 w/CLX E9-2 CLX Calix 600 x 2047 XGS-PON access Calix E9-2 w/XG3201 E9-2 XG3201 Total Watts 1200 Watts AC Power (V) 120 DC Power (V) -48 Total BTU p/hr 4095 BTU p/hr OA @ 120V AC 25A @ -48V DC Total Weight (Ibs) 0 Ibs -- A circuit breaker should not be loaded above 80% continuous load. [NEC Sec. 384-16(c)] 1 20A CB = 16A Max Load 1 30A CB = 24A Max Load 1 40A CB = 32A M< When designing for failover power loading, a circuit breaker should not exceed 40% max load per side (A/B) Page 113 of 638 Rack Elevations RU Rack RR4 (future) Power BTU Ibs Equipment Information Watts AC I DC Hostname Purpose Vendor Model Serial No. 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Total Watts 0 Watts AC Power (V) 120 DC Power (V) -48 Total BTU p/hr 0 BTU p/hr OA @ 120V AC OA @ -48V DC Total Weight (Ibs) 0 Ibs -- A circuit breaker should not be loaded above 80% continuous load. [NEC Sec. 384-16(c)] 1 20A CB = 16A Max Load 1 30A CB = 24A Max Load 1 40A CB = 32A M< When designing for failover power loading, a circuit breaker should not exceed 40% max load per side (AIB) Page 114 of 638 Rack Elevations RU Rack RR5 Power BTU Ibs Equipment Information Watts AC I DC Hostname Purpose Vendor Model Serial No. 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ISP Cross -connect Fortigate FG201 F 120 x 409 business network firewall Fortigate FG201 F Cisco C9500 650 x 2218 business network switch Cisco C9500 1400 x 4777 business network server Dell owerEdge RS650 Dell PowerEdge RS650 Total Watts 2170 Watts AC Power (V) 120 DC Power (V) -48 Total BTU p/hr 7404 BTU p/hr 18.08A @ 120V AC OA @ -48V DC Total Weight (Ibs) 0 Ibs -- A circuit breaker should not be loaded above 80% continuous load. [NEC Sec. 384-16(c)] 1 20A CB = 16A Max Load 1 30A CB = 24A Max Load 1 40A CB = 32A Ma) When designing for failover power loading, a circuit breaker should not exceed 40% max load per side (A/B) Page 115 of 638 Estimated Power and Cooling Calculations Unit Amps Unit Power Vendor Model Qty Power A/B Volts Typical Max Typical Max Calix E9-2; CLX; XG3201 7 DC Y 48 12.50 12.50 600 600 DC Power Fortigate FG201F Cisco C9500-48Y4C-A Dell PowerEdge R650 University Avenue Qty Amps Max Power 2 25 1,200 25 1,200 2 AC N 110 1.09 1.11 120 122 2 AC N 110 5.91 5.91 650 650 2 AC N 110 4.55 12.73 500 1,400 1 1 122 1 6 650 1 13 1,400 AC Power (inverter @ 110v) 3 20 2,172 DC System Capacity + 20% headroom 4,046 2 AC 230 9.95 56.30 2,289 12,949 2 10 2,289 AC Power (service) + 20% headroom 1 6,793 Estimated AC Service 1-Phase @ 240v (max w/HVAC lock -rotor) Estimated Cooling/humidty (max tons) Estimated Generator Service (kW) 28 1 16,995 Page 116 of 638 Existing Transformer '55ft { W AS I I TONSr.. IN' AS HIN TO N ST. Page 11 REQUEST FOR BID Prefabricated Concrete Shelter Contract #1113 512 University Avenue Waterloo IA March 2025 Waterloo IA Prefabricated Concrete Shelter Page 1 1 Page 118 of 638 1 Base Bid — New Concrete Shelter The Proposed Solution should be developed to incorporate the specifications and requirements described in this BID. A list of Attachments and Exhibits containing additional specifications and requirements for this BID include: 1. Attachment A - Conceptual Shelter Layout: provides a conceptual shelter floorplan. 2. Attachment B - Equipment Rack Elevations: provides a reference diagram of each rack and the maximum power draw of its equipment for use in configuring the proposed AC/DC power systems, distribution, and cooling. 3. Attachment C - Estimated Power and Cooling Specifications: provides reference power and cooling requirements for the shelter using the maximum power draw from vendor data sheets for use in configuring the proposed AC/DC power systems, distribution, and cooling. 4. Attachment D - Site Location: provides an overhead view of the property, the location available for the shelter, and its orientation. Owner will provide Seller access to the assets, services, and infrastructure of Owner to the extent they are available and are needed for construction and installation of the Proposed Solution. Owner will use its best efforts to make such assets, services, and facilities available to Seller upon request. The Owner requires the shelter and generator components of this bid to be installed and commissioned by <DATE>. Sellers that cannot commit to this date may be disqualified. 1.1 Physical Construction 1.1.1 The shelter shall conform to the design, floor plan, and usable square footage represented in Attachments A - D. 1.1.2 The shelter shall be of precast concrete construction with a new polyvinyl covering. 1.1.3 Outside Dimensions shall be approximately: 12' width, 16' length, 10' height. 1.1.4 Interior Dimensions shall be approximately: 11' width x 15' length x 9' height. 1.1.5 The minimum structural load ratings shall be: • 150 pounds per sq ft distributed floor load capacity on foundation • 100 pounds per sq ft distributed roof load • 130 mph wind speeds 1.1.6 The shelter shall include one (1) 36" wide X 84" high insulated steel exterior door with cast -in painted steel door frame, tamper -proof hinge, aluminum threshold and door sweep, weather-stripping, panic hardware with lever handle, deadbolt lockset, hydraulic door closer, and fiberglass weather hood. 1.1.7 The shelter shall include one 1-Box adjacent to the door for card reader prep. 1.1.8 The exterior of the shelter shall be exposed aggregate with a medium beige colored exterior finish. 1.1.9 The shelter walls shall be bullet-proof to a minimum UL 752 Level 4 standard. 1.1.10 The shelter walls shall have a minimum two-hour fire rating. 1.1.11 The shelter shall be insulated to a minimum of R-11 for walls, R-15 for ceiling, and R-7 for floor. 1.1.12 The interior walls and ceiling shall be sheathed with white HDPE coated board or equivalent. 1.1.13 The floor covering shall be a light-colored material grounded for electrostatic discharge. 1.1.14 The shelter shall have anchor points at each corner of the base, sufficient to provide stable support of the shelter at the specified wind speed. Waterloo IA Prefabricated Concrete Shelter Page 1 2 Page 119 of 638 1.1.15 The Seller shall provide detailed specifications for use in constructing a suitable foundation for the shelter. The specifications shall include all penetrations, tie -downs, conduit entrances, ground field, and utility/genset connections required in the foundation. 1.1.16 The Seller shall ensure the proposed shelter complies with all Federal, State, and Local building codes in Waterloo IA. 1.2 AC Power Distribution Service 1.2.1 Supply and install a NEMA-compliant meter base on the exterior that will accept a single-phase 120/240v 200A utility service and meter from the local utility provider. 1.2.2 Supply and install a 1" thick plywood board (3' x4') back- board on the interior for mounting the AC service panel and master AC Mains on/off switch. 1.2.3 Supply and install a service -rated disconnect switch and a 120/240VAC 200A single-phase NEMA-1 snap -in service distribution panel including breakers for all installed equipment and loads. The panel should have 42 positions capable of accepting snap -in resettable breakers (See Attachments A - D). 1.2.4 Extend correct gauge wiring rated at 200 A from the utility meter through the wall to the AC Mains on/off switch. All exterior electrical wire will be protected in ridged EMT -type conduit. 1.2.5 Supply and install a secondary transient surge protector device near the AC load center. 1.2.6 Supply and install a low -profile 120/240VAC single-phase service -rated Auto Transfer Switch (ATS) in an internally mounted NEMA enclosure to activate a secondary VAC feed from the back-up power generation system when the primary power is disrupted. ATS service must be user-programable, to institute power disruption generation engagement tests on a maintenance interval basis. 1.2.7 Supply and install AC outlets as follows (See Attachments A - D): • Four (4) 120v NEMA 5-15R wall mounted specification grade duplex receptacles on the front and rear walls of the shelter and above the work desk on a shared breaker. • Two (2) 240v NEMA L6-30R twist lock receptacles mounted above relay rack RR5 to the cable ladder trays above it wired to breakers in the AC main panel. • Two (2) 120v NEMA L5-20R twist lock receptacles mounted above relay rack RR5 to the cable ladder above it wired to breakers in the AC inverter subpanel. • One (1) 120v NEMA 5-15R specification grade exterior duplex receptacle on a ground fault interrupter circuit and 20A breaker. 1.2.8 Supply and install appropriate breakers for all AC loads in the shelter. Each breaker's purpose shall be clearly labeled. 1.2.9 All wiring shall be installed in surface -mounted conduit or wireways and shall be in full compliance with ANSI/NFPA-70 — The National Electric Safety Code, latest revision. 1.3 Grounding/Bonding/Lightning Protection System 1.3.1 All grounding cabling shall route/terminate to a single point. AC shall reference the panel's neutral ground bond and DC shall reference its common bus bar. Those common points shall be bonded to an exterior ground rod. 1.3.2 Supply and install a stranded # 4/0-gauge wire serving as a neutral ground bus, secured with tie straps to the overhead ladder rack and bonding all electrical components to a very -low resistance ground rod installed in the soil near the utility meter. 1.3.3 Supply and install one (1) 1/4" X 4" X 20" insolated ground plate for bonding the neutral ground bus to the equipment racks. 1.3.4 Supply and install one 3/16" x 3/4" copper bus bar at the top of RR3 through RR5 1.3.5 Bond all high voltage equipment, enclosures, racks, and cable paths to the ground plate using # 4/0 Waterloo IA Prefabricated Concrete Shelter Page 1 3 Page 120 of 638 ground conductor. 1.3.6 The shelter shall have a 3/4" round exterior exit at the base of the wall below the isolated ground plate to be used for ground conductor connection to the exterior ground field. 1.4 Interior and Exterior Lighting 1.4.1 Supply and install six (6) LED ceiling fixtures rated at 35001um/4000kel, wired -back to an entry door switch (See Attachments A - D). 1.4.2 Supply and install an "Emergency Exit" light fixture (red), unswitched. 1.4.3 Supply and install an exterior dusk -to -dawn light above the entry door with a protective steel guard. 1.4.4 Supply and install an emergency power -fail LED safety operating light connected to a 90-minute minimum field -serviceable DC battery pack that turns on/off with power from AC mains panel and recharges automatically. 1.5 Air Conditioning System 1.5.1 Supply and install two (2) new 1.5-ton, 240V/single-phase, 11 EER or better, external mount air conditioning units with low ambient and compressor anti cycle controls, integral electric strip heat, and washable dust filters. The AC units will be mounted to the outside wall of the shelter (See Attachments A - D). 1.5.2 The system will be equipped with redundant lead/lag controls as required to allow equal operating time on each air conditioning unit. 1.5.3 The system shall include an Ethernet/IP controller supporting remote monitoring of system status, performance, and alarms. 1.5.4 Supply and install wall -mounted temperature and humidistat controls. 1.5.5 The chosen supplier must be able to readily maintain the units, provide phone support, and stock critical replacement parts from a local office within 1 hour of Owner. 1.5.6 The units will be wired back to the AC distribution panel to appropriate breakers and ground. 1.6 Fire Suppression System 1.6.1 Seller will provide an appropriately sized fire suppression system utilizing a widely available clean agent with a delayed discharge trigger and manual controls for emergency discharge and cancellation of a triggered event. 1.6.2 The system shall include an Ethernet/IP controller supporting remote monitoring of system status, performance, and alarms. 1.6.3 Seller will perform all pressure testing and certification of system in compliance with Owner fire code. 1.6.4 The chosen supplier must be able to readily maintain the system, provide phone support, and stock critical replacement parts from a local office within 1 hour of Owner. 1.7 Additional Accessories and Built -In Features 1.7.1 Supply and install two (2) 2-post 19" wide x 7.0' high equipment racks positioned at RR3 — RR4 and one (1) 4-post 19" wide x 7.0' high equipment racks positioned at RRS, spaced according to Attachments A - D and described below: • RR1 — space for a 23" rack containing a -48v DC power system, breaker panel, and batteries • RR2 — space for a 23" rack for future growth Waterloo IA Prefabricated Concrete Shelter Page 1 4 Page 121 of 638 • RR3 — 19" rack for backbone/distribution FDPs and OLT access equipment (DC power) • RR4 — 19" rack for future growth • RR5 — 19" 4-post rack with square hole mounting for AC powered equipment 1.7.2 Supply and install an overhead 12" wide cable ladder tray distribution system approximately 12" above the racks and 12" below the ceiling to manage cable drops to each of the racks and entrance fiber distribution to the FDPs (See Attachments A - D). 1.7.3 The shelter will include two cable entrances located 12" below ceiling and sized to accommodate a 22" radius cable sweep onto the ladder. The entrances will be approximately 15" x 16" and positioned within 22" x 28" wall recesses for mounting of an external NEMA-3 enclosure. 1.7.4 The cable entrances will be covered with a NEMA-3R enclosure, sealed to the shelter wall, with 6 x 2" conduit ports in the bottom and a removable lid. 1.7.5 Seller shall disclose all warranties on the shelter structure and components to the Owner in their response. 1.7.6 All warranties shall be extended and transferred to the Owner upon final acceptance at delivery. Warranty periods shall begin on the date of shelter commission. 1.7.7 Supply and install a wall -mounted holder for shelter documentation to ensure that all required operational instructions, equipment manuals, wiring/cable drawings, certifications, support contact information, safety guidelines any other pertinent documents are both displayed and stored together. 1.7.8 Supply two (2) complete sets of master as -built documents (1-digital, 1-paper) containing the shelter mechanical, electrical, fire suppression, DC power, and low voltage designs, and all approvals of the local utility provider, public works, and local fire Marshall. 1.7.9 Supply and install safety components including first aid kit, eye wash station, and fire extinguisher. 1.7.10 Shelter installation kit shall include: • Tie -down plates and hardware • Touch up paint for shelter/trim/HVAC • Door lock for secure travel during shipping • Concrete patch • Extra caulk for awning/etc. 1.8 Back -Up Diesel Generator 1.8.1 Supply and install a single-phase 120/240v 20kW diesel generator and provide all required connections to the ATS for normal operations. 1.8.2 The generator tank shall be sized for a minimum 24-hour runtime supporting the full estimated AC load of the shelter as shown in Attachments A - D. 1.8.3 The generator shall provide electronic control for automatic remote starting/stopping, frequency and voltage regulation, alarm and status message display, output metering, auto -shutdown at fault detection, and self -diagnostic capabilities. 1.8.4 The generator shall support SNMP-based telemetry to monitor operational status including, but not limited to, run state, temperature, oil level, run time, and fuel level. 1.8.5 The generator shall support a flexible exercise mode to allow exercise time, frequency and duration at the Owner's preference. 1.8.6 The generator shall include a battery heater. 1.8.7 Seller shall specify the expected date for delivery and install. Waterloo IA Prefabricated Concrete Shelter Page 1 5 Page 122 of 638 1.9 Inspection, Delivery, and Commissioning 1.9.1 Provide pictures and/or video of the shelter construction progress periodically to enable the Owner to provide immediate feedback and issue change orders if any are identified prior to final inspection. 1.9.2 Provide transportation and offload of each shelter to the Owner's designated location. The Seller shall coordinate end -to -end transportation including any intermediate transfers in transit, and will specify the cost of transportation, offload, and insurance for each shelter on separate line items in their response. 1.9.3 The Seller shall retain ownership of the shelters until formal acceptance by the Owner at the point of delivery. All shelter components should be disassembled and packaged to withstand transportation. 1.9.4 The Seller is responsible for complying with all weight restrictions on all transportation routes. Packaging of the shelters and inside plant components to meet these restrictions must be included in all quoted pricing. 1.9.5 The Seller shall provide professional services to reassemble all components located inside and attached to the shelter after site prep and AC power connections are completed. The Seller shall commission the shelter systems and train Owner staff on all supplied components. 1.9.6 The Seller shall commission the generator to verify proper start-up and transfer switch operation. 2 Alternate Bid — Refurbished Concrete Shelter 2.1 Refurbished Specifications 2.1.1 Propose a refurbished concrete shelter meeting the approximate dimensions, minimum specifications, and other requirements of Section 1.1. 2.1.2 Outside and inside dimensions of refurbished structures may vary no more than 6" in length and width from those listed in Section 1.1.3 and 1.1.4. 2.1.3 The Seller shall perform the following tasks in refurbishing the shelter: • Thoroughly clean, refinish, and seal all concrete surfaces • Cap and seal all unused entry ports • Inspect and seal all wall/floor/ceiling penetrations • Caulk all seams • Replace/refinish all metal components that are damaged and/or rusted Waterloo IA Prefabricated Concrete Shelter Page 1 6 Page 123 of 638 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Peters Construction on behalf of Waterloo Development Corporation to allow for a hard court community recreation center in the "M-2, P" Planned Industrial District located adjacent to 360 Westfield Avenue, along West Commercial Street, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting a Site Plan Amendment to allow for the construction of a community recreation center. The proposed structure will be 99,169 square feet. There will be 8 basketball courts, which can be converted to 16 volleyball courts, in the building, as well as a Musco Double Mini -Pitch outside the building. The building will be used for sports tournaments, local practices, etc. The site is 8.9 acres. There will be a storm water detention basin on the site. A total of 281 parking spaces will be provided, 8 of which will be handicapped parking. The Zoning Ordinance requires 1 parking space for each 4 persons of maximum standing and seating capacity. The occupancy load of the building will be 2,853 people, which means that the code requires 714 parking stalls. However, there are approximately 1,045 parking stalls in public parking lots that can be used when large tournaments are happening. These are along Jefferson Street and West Commercial Street. The sidewalks along these roads were improved recently to connect the entire downtown area, making the routes from the public parking stalls to the site walkable. There is also parking on the Techworks campus which likely won't be full during the weekend. There are around 250 parking stalls for the Techworks building, as well as 240 parking stalls in front of the John Deere Museum. The Marriott parking lot has approximately 165 parking stalls. That makes a total of 655 private parking stalls on the Techworks campus. On a similar setup, the Young Arena seats 2,921 people, with standing room for 600 more people. They have a total of 141 parking stalls. Due to the density and shared parking modus operandi, people are still able to find places to park when attending events there. Thus, overall parking for large events has over 1,900 parking stalls in a walkable downtown setup. The building will be 41 feet tall. In the Technical Review Committee meeting, the Engineering Department stated that drainage plans and SWPPP plans will need to be submitted to them as soon as possible. NEIGHBORHOOD IMPACT Page 124 of 638 The request to allow for a community recreation center does not appear to have a negative impact on the surrounding area. The close proximity to the Cedar Valley Sportsplex should be positive for larger tournaments. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS _ A public hearing was held by the Planning, Programing and Zoning Commission on April 8, 2025, and notice was sent to property owners within 250 feet. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Lot 3, TechWorks Addition, Waterloo, Black Hawk County, Iowa; and Lot 1, TechWorks Addition, Waterloo, Black Hawk County, Iowa, except Parcel "E" of Plat of Survey Doc. #2013-8971; except Parcel "F" of Plat of Survey Doc. #2013-19092, and amended in Doc. #2015-21270; except Parcel "G" of Plat of Survey Doc. #2020-12244; and also except Parcel "I" of Plat of Survey Doc. #2022- 17202. ATTACHMENTS 1. Staff Report - Adjacent to 360 Westfield Avenue Site Plan Amendment 2. Aerial Map - Hardcourts 3. Overview Map - Hardcourts 4. Cedar Valley Court Work Site Plan 2025-03-17 5. Cedar Valley Court Works - 3D Views 2025-03-18 6. Cedar Valley Court Works - Landscape Drawings 2025-03-18 7. Cedar Valley Court Works Design Development Elevations - 2025-03-18 8. Sidewalk upgrades 9. Site Plan Amendment app signed Page 125 of 638 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: April 8, 2025 Request by Peters Construction on behalf of Waterloo Development Corporation for a Site Plan Amendment to allow for a community recreation center (Hard Courts) in the "M-2, P" Planned Industrial District located adjacent to 360 Westfield Avenue, along West Commercial Street. Peters Construction, 901 Black Hawk Rd, Waterloo, IA 50701 The applicant is requesting a site plan amendment to allow for the construction of a community recreation center, an indoor recreation facility for basketball, volleyball, and similar recreation events. The request to allow for a community recreation center does not appear to have a negative impact on the surrounding area. The close proximity to the Cedar Valley Sportsplex should be positive for larger tournaments. 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 located off of West Commercial Street, which is a collector road. The property is located close to both Highway 63 and Highway 218, which are principal arterials. The parking lots are further described under staff analysis. There are sidewalks along West Commercial Street, and a recreational trail is along the south side of Westfield Avenue. The site is connected to Downtown Waterloo via the previous Commercial -Jefferson Streetscape Project funded by a gaming grant. This project specifically improved pedestrian paths, crosswalks, and lighting from Park Avenue west to the Tech Works Campus. The property in question is zoned "M-2,P" Planned Industrial District since November 6, 2006. Prior to that it was zoned "M-2" Heavy Industrial District. Surrounding land uses and their zoning designations are as follows: North — John Deere, zoned "M-2" Heavy Industrial District South — the Courtyard by Marriot and Techworks, zoned "M-2,P" Planned Industrial District. East — Commercial building and parking lot, zoned "M-2,P" Planned Industrial District and "C-2" Commercial District. The Winterbottom condominiums. West — Land owned by John Deere, zoned "M-2,P" Planned Industrial District Landscaping will be required, as per Zoning Ordinance "alternative compliance" regulations. A drainage plan will be required, as per Stormwater Ordinance requirements. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 1 of 6 Page 126 of 638 DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: April 8, 2025 The surrounding area consists of commercial and industrial buildings. The Techworks building and the Marriott building were built in the 1940's, with recent redevelopment of the buildings as part of the Trenchworks Campus- which worked to redevelop the 40- acre parcel (donated by John Deere) into the current projects. Re- utilizing two multi -story buildings for the Marriot Hotel, Starbecks, Lincoln Savings Bank fintech division, Grow Cedar Valley, Invision Architecture, and University of Northern Iowa and Hawkeye Community College spaces. The property is protected by a levee as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0188F, dated July 18, 2011. Elks Memorial Park and Hope Martin Park are approximately 0.5 miles southwest of the property. The Irving Elementary School is approximately 1 mile south of the property. The Riverfront Renaissance brought the Riverloop recreational trail spanning from 1 st to 18th street on both sides of the riverfront. There is a 36" storm sewer line running along West Commercial Street north of the property. There is a private 24" storm sewer line on the property. There is a 12" water main and a 12" sanitary sewer line to the south of the site. The Future Land Use Map designates this area as Industrial. The proposed site plan amendment would be in conformance with the Comprehensive Plan and Future Land Use Map for this area, as commercial uses, like a community recreation center, are allowed in the industrial classification. The applicant is requesting a Site Plan Amendment to allow for the construction of a community recreation center. The proposed structure will be 99,169 square feet. There will be 8 basketball courts, which can be converted to 16 volleyball courts, in the building, as well as a Musco Double Mini -Pitch outside the building. The building will be used for sports tournaments, local practices, etc. The site is 8.9 acres. There will be a storm water detention basin on the site. A total of 281 parking spaces will be provided, 8 of which will be handicapped parking. The Zoning Ordinance requires 1 parking space for each 4 persons of maximum standing and seating capacity. The occupancy load of the building will be 2,853 people, which means that the code requires 714 parking stalls. However, there are approximately 1,045 parking stalls in public parking lots that can be used when large tournaments are happening. These are along Jefferson Street and West Commercial Street. The sidewalks along these roads were improved recently to connect the entire downtown Site Plan Amendment- adjacent to 360 Westfield Avenue Page 2 of 6 Page 127 of 638 STAFF ANALYSIS — SUBDIVISION ORDINANCE: April 8, 2025 area, making the routes from the public parking stalls to the site walkable. There is also parking on the Techworks campus which likely won't be full during the weekend. There are around 250 parking stalls for the Techworks building, as well as 240 parking stalls in front of the John Deere Museum. The Marriott parking lot has approximately 165 parking stalls. That makes a total of 655 private parking stalls on the Techworks campus. On a similar setup, the Young Arena seats 2,921 people, with standing room for 600 more people. They have a total of 141 parking stalls. Due to the density and shared parking modus operandi, people are still able to find places to park when attending events there. Thus, overall parking for large events has over 1,900 parking stalls in a walkable downtown setup. The building will be 41 feet tall. In the Technical Review Committee meeting, the Engineering Department stated that drainage plans and SWPPP plans will need to be submitted to them as soon as possible. There is no platting required for this request. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 3 of 6 Page 128 of 638 April 8, 2025 Picture 1: Looking southeast toward the TechWorks building at the Hard Courts site. Picture 2: Looking northwest toward John Deere. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 4 of 6 Page 129 of 638 April 8, 2025 Picture 3: Looking west at the Hard Courts site. Picture 4: Looking west at the south end of the proposed Hard Courts site Site Plan Amendment- adjacent to 360 Westfield Avenue Page 5 of 6 Page 130 of 638 April 8, 2025 STAFF Therefore, staff recommends that the request by Peters Construction RECOMMENDATION: on behalf of Waterloo Development Corporation for a Site Plan Amendment to allow for a community recreation center (Hard Courts) in the "M-2, P" Planned Industrial District located adjacent to 360 Westfield Avenue, along West Commercial Street 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. There does not appear to be a negative impact on the surrounding area. 3. The location of the Hard Courts Facility, in close proximity to Downtown Waterloo, Young Arena, and the Cedar Valley Sportsplex, helps meet the "Sportstown USA" objective in the City of Waterloo 2030 Vision and Strategic Plan. 4. The project helps with the "Sports, Culture, and Events" District goal in the Downtown Master Plan. 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, etc. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 6 of 6 Page 131 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 ices: Esri, TomTom, 3armin, FAO, NOAA, USGS, © OpenStr-:tMap contributors, and the GIS User Commu t Adjacent to 36o Westfield Avenue Site Plan Amendment Request by Peters Construction Company on behalf of Waterloo Pnnn 137 of 63 W :'� ` kT E City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 Adjacent to 36o Westfield Avenue Site Plan Amendment Peters Construction of behalf of Waterloo Development Corporation 10, n.,. 1 0') ..F Q0 _'�` '. i R45' — DETECTABLE WARNING PANEL, SEE SHEET C.21 50 0 R30' 25' ROADWAY EASEMENT ELECT. TRANS. PAD 16' X 16' \Rloo' FUTURE DEVELOPMENT N W - X — E S ST SCREEN WALL PROPOSED DOWNSPOUT, COORDINATE WITH FINAL / BUILDING PLANS SELF CONTAINED COMPACTOR 17.33' X 8.33' ///// DUMPSTER 6' X 6' JOHN DEERE TRACTOR & ENGINE MUSEUM 50 100 150 FEET CONNECT TO EXIST. STORM WATER MANHOLE PROPOSED STORM WATER INTAKE COMMERCIAL STREET 12' WIDE GATE >� ST ST DETECTABLE WARNING PANEL R30' STr� ST>� STrR3 0_ PROPOSED INTAKE MECHANICAL UNITS, TYP. CEDAR VALLEY COURT WORKS BUILDING FFE = 848.5 EXIST. STORM SEWER J (10—YEAR STORM CAPACITY) ADJUST EXISTING INTAKE TO NEW SURFACE FOR POSITIVE DRAINAGE UE— PROPOSED STORM — WATER INTAKE II 10,202 SF MINI —PITCH CONCRETE PAVEMENT (BASE BID) OR 18" TOPSOIL AND SEEDED LAWN (DEDUCT ALTERNATE #1)1 APPROXIMATE STORM LINE. TO BE DETERMINED PROPOSED PC CURB AND GUTTER 2' WIDE TECHWORKS 1 0 0- DETECTABLE WARNING PANEL PROPOSED PCC PAVEMENT MARKINGS, TYP PROPOSED WATER LINE PROPOSED SANITARY SEWER GREENSPACE PROPOSED 6" THICK PCC SIDEWALK, 311 SY REPLACE SIDEWALK, 64 SY SPN PROPOSED FIRE HYDRANT — ST> ST> ST>— ST> STD— ST>— R25' DETECTABLE WARNING PANEL Ir • r � d= 111111illis . . . . . . . . . . . . . . . . . . . . . . . . . . . . v4/ Isi' sl-r< (8, PROPOSED MANHOLE R25' \\ ` �� PROPOSED ` ,� INTAKE N\ IWIt,— $ CONNECT EXISTING74414 �000 14 ,�`` DRAIN LINE TO INTAKE \��\� O° ..* ` \ #110.$0.° 00 0114 111W�� .* 3'W' PCC DRIVE \ t \N� MPRR\O° t \ `, t \ OVER CURB DETECTABLE WARNING PANEL EXISTING DOWNSPOUT TO BE ROUTED UNDER PROPOSED SIDEWALK PCC WALKWAY vJ� DETECTABLE WARNING PANEL _ SITE DEVELOPMENT PLAN FUTURE DEVELOPMENT PROJECT CEDAR VALLEY COURT WORKS SITE ADDRESS 205 WEST COMMERCIAL STREET, WATERLOO, IOWA 50701 OWNER CITY OF WATERLOO, 715 MULBERRY STREET WATERLOO, IOWA 50703 GENERAL CONTRACTOR PETERS CONSTRUCTION 901 BLACK HAWK ROAD WATERLOO, IA 50701 ARCHITECT INVISION ARCHITECTURE 360 WESTFIELD ANENUE, SUITE 401 WATERLOO, IA 50701 ZONING: M-2,P (PLANNED INDUSTRIAL) PROJECT AREA: 386,581 S.F. / 8.9 ACRES SETBACK REQUIREMENTS EXIST. STORM WATER —\\ PUMP STATION REVISE EXIST. OUTLET CONTROL STRUCTURE FOR 100—YEAR STORM WATER • MANAGEMENT PLUS WATER QUALITY RETENTION 07 4 s) NEGOTIATED BUILDING AND LOT USE PROPOSED BUILDING FOOTPRINT: 99,169 S.F. (23.3%) BUILDING HEIGHT: EAVE: 34" PEAK: 48'-8" TOTAL PAVEMENT & SIDEWALKS: 157,494 S.F. (40.7%) TOTAL VEGETATED SURFACE: 129,787 S.F. (33.5%) EXISTING BUILDING FOOTPRINT: N/A TOTAL PAVEMENT & SIDEWALKS: 124,657 S.F. (29%) TOTAL VEGETATED SURFACE: 302,219 S.F. (71%) PROVIDED ONSITE PARKING = 281 SPACES (8 HANDICAP) (273 STANDARD) FLOOD PLAIN — ZONE X (AREA WITH REDUCED FLOOD RISK DUE TO LEVEE) PLANNING, I NVISION 360 Westfield Suite Waterloo, 319.233.8419 319.233.9772 www.invisionarch.com CONSULTANTS: CONSTRUCTION ARCHITECTURE 401 IA INTERIORS Avenue 50701. Fax MANAGER No. PETERS CIVIL CONSTRUCTION GRAHAM ARCHITECTS LLP Date FEHR LANDSCAPING RITLAND+KUIPER LANDSCAPE STRUCTURAL M2B ENGINEERS, MEPT STRUCTURAL Description MODUS REVISIONS: OWNER SIGN -OFF: DATE NAME Zm D 5 CEDAR VALLEY COURT WORKS 1 PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY Copyright O 2024 Page 134 of 638 j N Dis/ 0 // \ / OAP. A� - co : MARK G. = uw.: KUIPER = . NO. 00413 m _- p °Y , \ Pages or sheets covered by this seal: /OWN v i i l l i 1/iiiDrawing Sheets L-1.01, L-1.02, AND L-2.01 (6) MSS I hearby certify that the portion of this tec below was prepared by me or under and responsible charge. I am a d ly Architect under the laws of th 1© mission described di S personal supervision sed Professional Landscape f Iowa. Mark Kuiper, ASD AP ♦ Liceys:%1 r00413 1,1 4license renewal date is June 30, 2025. sr 3 e (2) ASM ST ST ST ST Date s s \a GENE 0"AL LANDSCAPE NOTES ST _ TLT FE�Mp�UI COM RCIA� STREET 1. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND VERIFY THE EXACT LOCATION OF ALL UTILITIES IN THE FIELD PRIOR TO COMMENCEMENT OF EXCAVATION OR CONSTRUCTION ACTIVITIES. 2. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING AROUND EXISTING TREES, UTILITIES, AND SITE FEATURES. VERIFY LOCATION AND CONDITION OF ALL UTILITIES. FIELD ADJUST PLANT LOCATIONS SO AS TO AVOID CONFLICTS. 3. ALL WORK SHALL CONFORM TO SUDAS SPECIFICATIONS AND APPLICABLE CITY OF WATERLOO STANDARD SPECIFICATIONS. 4. "LANDSCAPE ARCHITECT," AS INDICATED ON THESE PLANS, IS DEFINED AS RITLAND+KUIPER LANDSCAPE ARCHITECTS, WATERLOO, IOWA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY AND ALL DAMAGE AS A RESULT OF THEIR CONSTRUCTION ACTIVITIES. 6. LOCATE PLANT MATERIAL AND LAYOUT OF BEDS, EDGING, AND LAWN AREAS BY MEASURING OFF OF THE DRAWING TO THE NEAREST 6". 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY OVER -EXCAVATION AND GRADING FINISHED SURFACE TO DRAIN. 8. SEE PLANT MATERIAL SCHEDULE FOR PLANT SIZES, SPACING, AND QUANTITIES. VERIFY PLANT QUANTITIES WITH PLAN NOTES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 9. ALL PLANT BEDS AND LAWN AREAS TO BE SEEDED SHALL HAVE A MINIMUM OF 18" OF CLEAN TOPSOIL (RE: C-SERIES PLANS). 10. BACKFILL SOIL FOR TREE AND SHRUB PITS SHALL CONSIST OF A MIXTURE OF TWO PARTS EXISTING SOIL EXCAVATED FROM THE PIT AND ONE PART COMPOST. USE A RICH MIXTURE ADJACENT TO THE ROOT BALL OF THE PLANT, MAKING THE MIXTURE LEANER TOWARD THE OUTSIDE OF THE PIT. 11. SHRUB BEDS SHALL BE PREPARED BY THOROUGHLY INCORPORATING, BY TILLING, COMPOST AT THE RATE OF 1/3 BY VOLUME TO THE DEPTH OF THE PREPARATION (12") IN ORDER TO PROVIDE A RICH, FRIABLE GROWING MEDIA. 12. WOOD MULCH FOR ALL PLANT BEDS AND PARKING LOT ISLANDS (UNLESS NOTED OTHERWISE) SHALL BE 3" DEEP, COMPOSED OF SHREDDED CEDAR WOOD OF UNIFORM COLOR AND LONG, FIBROUS NATURE (2-4 INCHES IN LENGTH). DO NOT USE WALNUT. APPLY SURFLAN PRE -EMERGENCE OR EQUAL OVER THE TOP OF ALL MULCH AREAS. WOOD MULCH FOR TREE RINGS IN LAWN SHALL BE 6 FEET IN DIAMETER AS PER DETAILS. (9) MPF SEEDED LAWN WITH 18" OF TOPSOIL (TYPICAL) L_ 13. PROVIDE AND INSTALL PLANTINGS AS PER SUDAS SECTION 9030 SPECIFICATIONS. FERTILIZE PLANTING BEDS BY CULTIVATING FERTILIZER INTO THE TOP 3 INCHES OF THE SOIL SURFACE AS DETERMINED BY SOIL NUTRIENT TESTING. FERTILIZE TREES USING A SLOW RELEASE AGENT AS RECOMMENDED BY THE PLANT SUPPLIER. 14. NEW TREES, SHRUBS, AND PERENNIALS SHALL MEET THE MINIMUM STANDARDS OF ANSI Z60.1, LATEST EDITION. PLANTS SHALL BE FRESHLY DUG OR WELL -ESTABLISHED IN CONTAINER AS APPLICABLE; NOT ROOT -BOUND IN THE CONTAINER. TREES WITH BROKEN OR UNIDENTIFIABLE LEADER, BROKEN OR MUSHROOMED BALLS, LOPSIDED GROWTH, OR WEAK OPEN STRUCTURE (IN THE OPINION OF THE LANDSCAPE ARCHITECT) WILL NOT BE ACCEPTABLE. 15. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS (ONE REPRESENTATIVE PHOTO FOR EACH SPECIES FROM THE INVENTORY OF THE TREE SUPPLIER) FOR APPROVAL PRIOR TO SHIPPING AND INSTALLATION. WHERE TREES NEED TO BE MATCHED WITHIN SPECIES FOR MASS PLANTING EFFECT, THE SPECIMENS MUST HAVE CONSISTENT BRANCHING HEIGHTS AND HABITS WITHIN SPECIES. 16. ALL PLANTING BEDS ADJACENT TO LAWNS SHALL BE EDGED WITH 4" X 3/16" STEEL LAWN EDGING (ALUMINUM WILL NOT BE ACCEPTED). EDGING SHALL BE HOT ROLLED STEEL WITH AN ELECTROSTATICALLY APPLIED POWDER COAT SURFACE PAINT, BLACK IN COLOR. 17. AFTER FINISH GRADING THE TOPSOIL, REMOVE CLODS,LUMPS, ROOTS, LITTER, OTHER UNDESIRABLE MATERIAL, OR STONES LARGER THAN 1-INCH (1/2-INCH FOR SEEDING AREAS). 18. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT INCLUDED IN PLANTING BEDS SHALL BE SEEDED LAWN WITH TYPE 1 (PERMANENT), TYPE 3 (DETENTION BASIN AND SLOPES) OR TYPE 4 (TEMPORARY) SEED AS PER SUDAS SECTION 9010 UNLESS NOTED OTHERWISE ON PLANS. TYPE 1 LAWN SEEDING WARRANTY: THE LANDSCAPE ARCHITECT WILL INSPECT THE SEEDED AREAS BOTH DURING CONSTRUCTION AND DURING THE SUBSTANTIAL COMPLETION INSPECTION. FINAL ACCEPTANCE WILL FOLLOW THE LANDSCAPE ARCHITECT'S FINAL APPROVAL. SEEDED LAWN AREAS SHALL BE HEALTHY, UNIFORM AND A CLOSE STAND OF GRASS SHALL BE ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES. IN ANY 10 SQUARE FOOT AREA WITHIN THE SEEDED LAWN, COVERAGE SHALL EXCEED 95%. SCATTERED BARE SPOTS SHALL NOT EXCEED AN AREA 4 INCHES BY 4 INCHES. SEEDED LAWN AREAS WHICH DO NOT MEET THE REQUIREMENTS OF ACCEPTANCE AT THE TIME OF INSPECTION SHALL BE RESEEDED AND MAINTAINED AS OFTEN AS REQUIRED, UNTIL ACCEPTED, AT NO ADDITIONAL COST TO OWNER. 19. ALL PLANTS SHALL BE MAINTAINED AND WATERED BY THE CONTRACTOR THROUGH SUBSTANTIAL COMPLETION. 20. FURNISH AND INSTALL (8) 24"W X 18"H X 72"L PRECAST CONCRETE BENCHES WITH ACID WASH A30 STAR FINISH AS SUPPLIED BY WAUSAU TILE (800.388.8728) OR APPROVED EQUAL. INSTALL CENTERED BETWEEN DARK GRAY CONCRETE BANDS AS SHOWN ON THE PLAN AND AS PER MANUFACTURER RECOMMENDATIONS. O 0 O 0 O O 0 0 _UE-uE----,\ (13) PGD 10,202 S.F. MINI -PITCH CONCRETE PAVEMENT (BASE BID) OR 18" TOPSOIL AND SEEDED LAWN (DEDUCT ALTERNATE #1) (15) CCT - PRECAST CONCRETE BENCH (TYPICAL RE: DETAIL 6/L2.01) dr I I\ / \ \ / \I \\ /lid—��/� + �,i__� \ I + I \ / / \ \ / I 1 >Ns .../ / (4) MSS PEDESTRIAN LIGHT FIXTURE (TYP. RE: ELECTRICAL PLANS) (5) GDE (4) CCO /i000aiaooai000iiiiio (1) GTI (8) SOC (5) SOC REFER TO C-SERIES PLANS FOR STANDARD AND DARK GRAY COLORED CONCRETE PAVEMENT / \\ /� _ / /� \ \ / I + I I —— / \\ \ + / I + I / / \\ '�/I I v\ EXISTING TREES TO REMAIN AREA LIGHT FIXTURE (TYP. RE: ELECTRICAL PLANS) (14) SOC (1) GTI (14) SOC (1) GTI (14) SOC **M6. .. v () CCT (24) SOC (34) SOC (61) SOC (25) SOC NORTH 0 20 40 SCALE IN FEET INVISION PLANNING I ARCHITECTURE INTERIORS 501 Sycamore Street Suite 101 Waterloo, Iowa 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com PRIME CONTRACTOR Peters Construction MEPT MODUS STRUCTURAL M2B Structural Engineers LANDSCAPE ARCHITECTURE RITLAND+KUIPER Landscape Architects CIVIL ENGINEERING Fehr Graham REVISIONS: Description Date No. OWNER SIGN -OFF: DATE NAME City of Waterloo Cedar Va PROJECT NO: 22177 DATE: 03.18.2025 SHEET SET: REVIEW SET Commercial Ave. Waterloo, IA 50701 O CV SHEET NAME: LANDSCAPE PLAN SHEET: L1.O1 Copyright (C) 2025 Page 136 of 638 INVISION PLANNING ARCHITECTURE (INTERIORS A j JDJ (4) CCO (4) GDE (4) CCO T TYPE 3 SEED MIXTURE AS PER SUDAS 9010 SPECIFICATIONS ,ANT MATE ,IA SCHE 01) ULE KEY BOTANICAL NAME COMMON NAME SIZE REMARKS SPACING QUANTITY ASM Acer saccharum Sugar Maple 2" Caliper VARIES 2 CCO Celtis occidentalis Common Hackberry 2" Caliper VARIES 12 CCT Crataegus crus-galli var. inermis Thornless Cockspur Hawthorn 1.5" Caliper VARIES 20 GDE Gymnocladus dioica 'Espresso' Espresso Kentucky Coffeetree 2" Caliper VARIES 12 GTI Gleditsia triacanthos f. inermis Thornless Honeylocust 2" Caliper VARIES 5 MPF Malus 'Prairie Fire' Prairie Fire Crabapple 1.5" Caliper 12' 9 MSS Malus 'Spring Snow' Spring Snow Crabapple 1.5" Caliper 12' 10 PGD Picea glauca 'Densata' Black Hills Spruce 6-8' Height 12' 13 QMB Quercus macrocarpa Bur Oak 2" Caliper VARIES 9 QRR Quercus rubra Northern Red Oak 2" Caliper VARIES 8 SOC Symphoricarpos orbiculatus Indian Currant Coralberry #3 Cont. 3' 199 UDJ Ulmus davidiana var. japonica 'Morton' Accolade Elm 2" Caliper VARIES 6 NORTH 501 Sycamore Street Suite 101 Waterloo, Iowa 50703 319.233.8419 319.233.9772 Fax www.invisionarch.com PRIME CONTRACTOR Peters Construction MEPT MODUS STRUCTURAL M2B Structural Engineers LANDSCAPE ARCHITECTURE RITLAND+KUIPER Landscape Architects CIVIL ENGINEERING Fehr Graham REVISIONS: Description Date No. OWNER SIGN -OFF: DATE NAME City of Waterloo Cedar Va PROJECT NO: 22177 DATE: 03.18.2025 SHEET SET: REVIEW SET Commercial Ave. Waterloo, IA 50701 0 SHEET NAME: LANDSCAPE PLAN EAST SIDE SHEET: 0 20 40 SCALE IN FEET L1.02 Copyright (C) 2025 Page 137 of 638 Autodesk Docs://22177_Cedar_Valley_Court_Works/22177_Cedar_Valley_Court_Works_R23.rvt 3/18/2025 1:21:52 PM PROJECT MANAGER: TIM TURNIS (TIMT@INVISIONARCH.COM) WEST ELEVATION 1/16" = 1-0" SOUTH WEST ELEVATION - STRAIGHT -ON VIEW 1/16" = 1'-0" CW1 O \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ O ray @ CPicc NORTH ELEVATION 1/16" = 1'-0" cA) r CW 40x288 STANDING SEAM ROOF COMPOSITE PANEL, ACCENT COLOR, EXTERNALLY APPLIED 1 1 111 IMP KINGSPAN KS SHADOWLINE 42" W ARCHITECTURAL IMP - KINGSPAN DESIGNWALL 4000 - 2'x12' INSET METAL PANEL INSULATED METAL PANEL - ACCENT COLOR cD1 FIRST FLOOR O ■� 0' - 0" TRIM BAND, ACCENT COLOR, EXTERNALLY APPLIED ■■■■■I ■■■■■I .....I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■■■I ■■■.M ■=M.■I ==MMMI .....i ■■■■■I ■■■■■I morn'miumni ■■■■.q ■■■■■I ■■■■■I ■■■■■I INSULATED METAL PANEL 4" HORIZONTAL, KINGSPAN DESIGNWALL 4000 COLD -FORMED METAL FRAMING 8" 5/8" GYP BD GASKET JOINT (VERT) .IMP KINGSPAN DESIGNWALL4000 ARCHITECTURAL IMP - KINGSPAN DESIGNWALL 4000 - 2'x12' R 25.1576 (h•ft2•°F)/BTU MASS 0.8762 BTU/(ft2.°F) .EXTERIOR WALL TYPES 1 1 /2" = 1'-0" /; ;' 'i;, I MI ■H■■■I ■H■■■I ■H■■■I ■H■■■I ■.■■■I ■H■■■I ■H■■■I ■.■■■I ■.■.Gi MIME •A...I MIME ■.■■■I ■H■■■I ■.■■■I ■H■■■I ■.■■■I .IMP KINGSPAN VALE INSULATED METAL PANEL 4" HORIZONTAL, KINGSPAN VALE COLD -FORMED METAL FRAMING 8" 5/8" GYP BD ARCHITECTURAL IMP - KINGSPAN VALE R 22.8808 (h•ft2•°F)/BTU MASS 0.9856 BTU/(ft2•°F) AA' I!I CW4 CW4 CW4 CW4 CW4 CW4 SOUTH EAST ELEVATION - STRAIGHT -ON VIEW 1/16" = 1'-0" cl-N) - MECHANICAL SCR 111 ICH 11111111111 EAST ELEVATION 1/16" = 1'-0" AIR TURNOVER UNIT, ACCENT COLOR, EXTERNALLY APPLIED CANOPY W/ ACM FASCIA M■■■1 ....1 M■■■1 MEM M■■■1 1■■1 MEM M■■■1 1■■■1 1■■■1 MEM M■■■1 MEM M■■■1 1■■■1 1■■■1 M■■■1 MEM M■■■1 INSULATED METAL PANELS 42" WIDE 4" THK, IN 2 DIFFERENT COLORS SELECTED FROM PREMIUM COLORS, 22 GA INTERIOR SKIN GIRT BY PEMB SUPPLIER .INSUL METAL PANEL SKIN IMP KINGSPAN KS SHADOWLINE 42" W R 23.2828 (h•ft2•°F)/BTU MASS 0.1946 BTU/(ft2•°F) GIRT BY PEMB SUPPLIER 5/8" GYP BD COLD -FORMED METAL FRAMING WALL TYPE X SECTION VIEW WITH INTERIOR FURRING, SEE PLAN FOR LOCATIONS ����.....,.............�...����.a ;�poll r lY1J ALUMINUM PLATE CUT LETTERS ON STAND•FFS. LED LIGHTING BEHIND PREtBENT CORNERS BY MANUFACTURER CW2 LOUVERED SCREEN (c INTERNALLY LIT CHANNEL LETTERS CW3 ALUMINUM PLATE SIGNAGE MOUNTED ON CANOPY CoD E E CANOPY W/ ACM FASCIA STRUCTURAL STEEL COLUMN, TUBE AND PLATE ASSEMBLY, HIGH-PERFORMANCE COATING c� TICKET WINDOWS til 1 COMPOSITE PANEL, ACCENT COLOR, EXTERNALLY APPLIED TRIM BAND, ACCENT COLOR, EXTERNALLY APPLIED cc) O O EAVE LINE Au 34' - 0" MEZZANINE ilk 14'-0" FIRST FLOOR O 0'-0" IMP KINGSPAN K SHADOWLINE - ACCENT COLOR KINGSPAN K IMP SHADOWLINE 42" W EAVE LINE ou 34' - 0" MEZZANINE ou 14'-0" FIRST FLOOR O 0'-0" INSULATED METAL PANEL - ACCENT COLOR IMP KINGSPAN KS SHADOWLINE 42" W EAVE LINE ollk 34' - 0" MEZZANINE 0 14'-0" FIRST FLOOR 0'-0" CURTAIN WALE ARCHITECTURAL IMP KINGSPAN DESIGNWALL 4000 - 2'x12' IMP KINGSPAN KS SHADOWLINE 42" W EAVE LINE I ' O PRE -BENT CORNERS BY I HI 1 I 1 1 1 1 1 1 1 1 MI I I I II I I I I 1 1 MI I I I 11,1 I I 1 1 1 1 1 I I I I 1 1 I 1E1 1 1 1� � I IIIIII 34' - 0" MANUFACTURER IMP - KINGSPAN e DESIGNWALL 4000 - 2'x12' II _•ARCHITECTURAL 0 —CM1171 PRE -BENT CORNERS BY -col M MANUFACTURER O -� CANOPY W/ ACM FASCIA MEZZANINE 01 ARCHITECTURAL IMP - KINGSPAN r y n 14' - 0" VALE o J� STRUCTURAL STEEL COLUMN, TUBE _T _ �' AND PLATE ASSEMBLY, - � _ - -� HIGH-PERFORMANCE COATING �� — J FIRST FLOOR obi T INSULATED GLASS SPANDREL PANEL, � TYP. \ 0' - 0" _ { ^ �QWWITH SOUTH ELEVATION OVERALL 1/16" = 1'-0" TICKET WINDOWS I NVISION PLANNING 360 Suite Waterloo, 319.233.8419 www.invisionarch.com CONSULTANT: CONSTRUCTION I ARCHITECTURE Westfield 401 IA I INTERIORS Avenue 50701 MANAGER PETERS CIVIL CONSTRUCTION LANDS( Date No. FEHR GRAHAM LANDSCAPING RITLAND+KUIPER ARCHITECTS STRUCTURAL LLP M2B STRUCTURAL ENGINEERS, M EPT MODUS REVISIONS: Description OWNER SIGN -OFF: DATE NAME >m-I m N o o N-0 m m m ^ m rn �' o WATERLOO DEVELOPMENT CORPORATION V Oz D �• oN m m k) o CEDAR VALLEY COURT WORKS r m m m D z 205 W COMMERCIAL ST, WATERLOO APE PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY copyright 0 Page 138 of 638 pL-4064--THOWHOW-aw) w COMMERCIAL STREET L;f .! LciJ ,< k 2 2 JEFFERSON STREET • - .- rist r r. I ENHANCEMENT PLAN ..... - -4417 « - I i I COMMERCIAL STREET JEFFERSON STREET ,. , 4.. L. ii HIGHWAY 63 / MULLEN AVENUE HIGHWAY 63 / 1ST STREET . = 1 PAVEMENT PLAN _ PROPOSED PAVEMENT EXISTING PAVEMENT JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa 0 60' 120' 240' Page 139 of 638 JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa Page 140 of 638 JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa Page 141 of 638 MULLEN AVENUE JEFFERSON STREET if w w "I 1,73 i_i/Lio 1- w w H 0 NIP JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa STREETSCAPE VIGNETTE A The use of colored concrete adjacent to existing sidewalks or recreational trails along designated pedestrian zones can be applied within the streetscapes of Jefferson and Commercial without sacrificing the existing pavement. LEGEND 1. Proposed 10' Recreation Trail 2. 25' LED Street Light 3. Perennial/Shrub Bed 4. Proposed Brick with ADA Detectable Panels 5. Limestone Block Seat 6. Existing Tree (Typical) 7. Proposed 5' Sidewalk 8. Proposed Pedestrian Lighting to Match RiverLoop Parks 9. Proposed Colored Concrete Between Trail and Curb 10. Existing Recreation Trail A 5' PROPOSED SIDEWALK JEFFERSON STREET PROPOSED COLORED CONCRETE 10' EXISTING TRAIL SECTION Al RITLAND+KUIPER LANDSCAPE ARCHITECTS Page 142 of 638 J L.. COMMERCIAL STREET e 1 3RD STREET JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa STREETSCAPE VIGNETTE B The use of colored concrete adjacent to existing sidewalks or recreational trails along designated pedestrian zones can be applied within the streetscapes of Jefferson and Commercial without sacrificing the existing pavement. Creating a planting bed buffer between the existing parking lot and sidewalk softens the feel of the parking lot and eases maintenance by eliminating a mowed lawn edge. LEGEND 1 Existing Highway 63 Brick Paver Corner Enhancements 2. Proposed Planting Beds Between Parking Lot & Sidewalk 3. Proposed Tree Plantings (Typical) 4. Proposed 5' Sidewalk 5. Proposed Colored Concrete Between Sidewalk and Curb 6. Existing Pedestrian Light 7. Proposed 25' LED Street Light (Typical) 8. Existing Pavement 9. Existing Tree (Typical) 5' 5' 4' LANDSCAPE BUFFER PROPOSED SIDEWALK PROPOSED COLORED CONCRETE B COMMERCIAL STREET 3%, 5' EXISTING SIDEWALK PROPOSED COLORED CONCRETE SECTION B1 RITLAN D+KU I PER LANDSCAPE ARCHITECTS Page 143 of 638 COMMERCIAL STREET ID. •wai.sa a wbR tita•01111AP r•irm.•ar+r, 411,4W14...11 44.;+Jt71" 41.11. ala�aea-a-armilt1' ;;"' —4for araycrwirrsk 4114Sf[j��!yf� �j^y Itte • r 1/4'. 7.5.-:: -;.1- AV,- . ---, U.,. #.::- -it W: W mQ L COMMERCIAL STREET 3RD STREET JEFFERSON & COMMERCIAL STREETSCAPE IMPROVEMENTS Waterloo, Iowa STREETSCAPE VIGNETTE C Utilizing a wall abutted to the sidewalk on the project south side of Commercial Street allows for the use of a vegetated swale between sidewalk to back of curb to filter stormwater runoff. LEGEND 1. Existing Tree (Typical) 2. Existing Sidewalk 3. Replace Existing Pedestrian Fixture to Match Expo 4. Existing Brick Crosswalk 5. Proposed 25' LED Street Light 6. Proposed Wall 7. Proposed 6' Sidewalk 8. Proposed Vegetated Swale Between Sidewalk and Back of Curb 9. Proposed Tree (Typical) C 15' EXISTING SIDEWALK COMMERCIAL STREET 8' 6 PROPOSED WALL PROPOSED SIDEWALK PROPOSED VEGETATED SWALE SECTION C 1 RITLAND+KUIPER LANDSCAPE ARCHITECTS Page 144 of 638 RITLAN D+ KU I PER LANDSCAPE ARCHITECTS 501 Sycamore Street, Mezzanine A Waterloo, Iowa 50703 (319) 233-8090 Fax (319) 233-9772 Jefferson & Commercial Enhancement Master Plan Westfield/River Road to W. 3rd Street, Waterloo, Iowa PRELIMINARY COST OPINION - SUMMARY COMMERCIAL STREET ENHANCEMENTS WESTFIELD AVE TO MULLEN AVENUE W 1ST STREET TO W 2ND STREET W 2ND STREET TO W 3RD STREET 05/01 / 18 267,960 140,000 140,958 Total Estimated Commercial Street Enhancement Cost $ 548,918 JEFFERSON STREET ENHANCEMENTS COMMERCIAL STREET TO WESTFIELD AVENUE WESTFIELD AVE TO MULLEN AVENUE W 1ST STREET TO W 2ND STREET W 2ND STREET TO W 3RD STREET 157,910 187,260 137,560 168,150 Total Estimated Jefferson Street Enhancement Cost $ 650,880 Total Estimated Jefferson & Commerical Enhancement Cost $ 1,199,798 Page 145 of 638 RITLAN D+ KU I PER LANDSCAPE ARCHITECTS 501 Sycamore Street, Mezzanine A Waterloo, Iowa 50703 (319) 233-8090 Fax (319) 233-9772 Commercial Street Enhancement Master Plan Westfield/River Road to W. 3rd Street, Waterloo, Iowa PRELIMINARY COST OPINION Description 05/01/18 Total Est. Unit Price Total Unit Quantity Cost WESTFIELD AVE TO MULLEN AVENUE REMOVALS, LIGHT POLES EA 3 500.00 1,500.00 EXCAVATION, CLASS 10 CY 184 18.00 3,300.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 200 7.00 1,400.00 MODIFIED SUBBASE TONS 379 20.00 7,580.00 ELECTRICAL WIRING FOR LIGHTING LF 1,480 20.00 29,600.00 COLORED PCC PAVING, 6" SY 476 54.00 25,710.00 CONCRETE CURB FOR BRICK LF 89 25.50 2,270.00 BRICK PAVERS W/ CONCRETE BASE SF 1,126 15.00 16,890.00 PEDESTRIAN LIGHT FIXTURES EA 10 3,750.00 37,500.00 RETROFIT EXISTING LIGHT POLE WITH NEW FIXTURE EA 1 2,250.00 2,250.00 STREETLIGHT (ROADSTAR) EA 3 3,237.00 9,710.00 ORNAMENTAL TREES EA 10 250.00 2,500.00 SHADE TREES EA 13 450.00 5,850.00 EROSION CONTROL LS 1 7,300.00 7,300.00 TRAFFIC CONTROL LS 1 7,700.00 7,700.00 MOBILIZATION LS 1 8,100.00 8,100.00 MISC LS 1 33,800.00 33,800.00 SUBTOTAL CONSTRUCTION COSTS Contingency (15%) Design (15%) Total Estimated Construction Cost 202,960.00 30,000.00 35,000.00 267,960.00 W 1ST STREET TO W 2ND STREET REMOVALS, EXISTING PAVEMENT SY 84 10.00 840.00 REMOVALS, LIGHT POLES EA 500.00 - EXCAVATION, CLASS 10 CY 208 10.00 2,080.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 96 7.00 670.00 MODIFIED SUBBASE TONS 420 20.00 8,400.00 ELECTRICAL WIRING FOR LIGHTING LF 350 20.00 7,000.00 PCC PAVING, 5" SY 378 35.00 13,210.00 PCC PAVING, 9" SY 44 40.00 1,780.00 COLORED PCC PAVING, 6" SY 244 54.00 13,200.00 PEDESTRIAN LIGHT FIXTURES EA 4 3,750.00 15,000.00 RETROFIT EXISTING LIGHT POLE WITH NEW FIXTURE EA 1 2,250.00 2,250.00 STREETLIGHT (ROADSTAR) EA 2 3,237.00 6,470.00 SHADE TREES EA 12 450.00 5,400.00 EROSION CONTROL LS 1 3,800.00 3,800.00 TRAFFIC CONTROL LS 1 4,000.00 4,000.00 MOBILIZATION LS 1 4,200.00 4,200.00 MISC LS 1 17,700.00 17,700.00 SUBTOTAL CONSTRUCTION COSTS 106,000.00 Contingency (15%) 16,000.00 Design (15%) 18,000.00 Total Estimated Construction Cost 140,000.00 Page 146 of 638 RITLAN D+ KU I PER LANDSCAPE ARCHITECTS 501 Sycamore Street, Mezzanine A Waterloo, Iowa 50703 (319) 233-8090 Fax (319) 233-9772 Commercial Street Enhancement Master Plan Westfield/River Road to W. 3rd Street, Waterloo, Iowa PRELIMINARY COST OPINION 05/01/18 Total Est. Unit Price Total Description Unit Quantity Cost W 2ND STREET TO W 3RD STREET REMOVALS, EXISTING PAVEMENT SY 170 10.00 1,700.00 REMOVALS, TREES EA 1 2,000.00 2,000.00 REMOVALS, CURB & GUTTER LF 20 10.00 200.00 REMOVALS, LIGHT POLES EA 1 500.00 500.00 SAWCUT EXISTING CONCRETE LF 100 1.50 150.00 EXCAVATION, CLASS 10 CY 62 18.00 1,120.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 68 7.00 480.00 MODIFIED SUBBASE TONS 129 20.00 2,580.00 ELECTRICAL WIRING FOR LIGHTING LF 350 20.00 7,000.00 WALL CY 20 500.00 10,000.00 PCC PAVING, 5" SY 204 35.00 7,160.00 PCC PAVING, 9" SY 66 40.00 2,630.00 PEDESTRIAN LIGHT FIXTURES EA 2 3,750.00 7,500.00 RETROFIT EXISTING LIGHT POLE WITH NEW FIXTURE EA 1 2,250.00 2,250.00 SHADE TREES (INCLUDES 2ND ST. & 3RD ST.) EA 30 450.00 13,500.00 PERENNIALS EA 425 4.00 1,700.00 MULCH SF 1,913 0.80 1,530.40 BIODETENTION SOIL CY 71 35.00 2,479.81 AGGREGATE SUBBASE TONS 134 20.00 2,678.20 DRAINAGE INLET EA 2 3,000.00 6,000.00 SUBDRAINAGE LF 196 25.00 4,900.00 EROSION CONTROL LS 1 2,900.00 2,900.00 TRAFFIC CONTROL LS 1 4,000.00 4,000.00 MOBILIZATION LS 1 4,200.00 4,200.00 MISC LS 1 17,800.00 17,800.00 SUBTOTAL CONSTRUCTION COSTS Contingency (15%) Design (15%) Total Estimated Construction Cost 106,958.41 16,000.00 18,000.00 140,958.41 Total Estimated Commercial Street Enhancement Cost $ 548,918.41 Page 147 of 638 RITLAN D+ KU I PER LANDSCAPE ARCHITECTS 501 Sycamore Street, Mezzanine A Waterloo, Iowa 50703 (319) 233-8090 Fax (319) 233-9772 Jefferson Street Enhancement Master Plan Westfield/River Road to W. 3rd Street, Waterloo, Iowa PRELIMINARY COST OPINION 05/01/18 Total Est. Unit Price Total Description Unit Quantity Cost COMMERCIAL TO WESTFIELD AVENUE EXCAVATION, CLASS 10 CY 162 18.00 2,910.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 177 7.00 1,240.00 MODIFIED SUBBASE TONS 334 20.00 6,670.00 PCC PAVING, 5" SY 530 35.00 18,530.00 ELECTRICAL WIRING FOR LIGHTING LF 1,000 20.00 20,000.00 PEDESTRIAN LIGHT FIXTURES (CANDELLA) EA 6 3,750.00 22,500.00 STREETLIGHT (ROADSTAR) EA 3 3,237.00 9,710.00 SHADE TREES EA 9 450.00 4,050.00 EROSION CONTROL LS 1 4,300.00 4,300.00 TRAFFIC CONTROL LS 1 4,500.00 4,500.00 MOBILIZATION LS 1 4,700.00 4,700.00 MISC LS 1 19,800.00 19,800.00 SUBTOTAL CONSTRUCTION COSTS 118,910.00 Contingency (15%) 18,000.00 Design (15%) 21,000.00 Total Estimated Construction Cost 157,910.00 WESTFIELD AVE TO MULLEN AVENUE REMOVALS, EXISTING PAVEMENT SY 22 10.00 220.00 REMOVALS, LIGHT POLES EA 1 500.00 500.00 EXCAVATION, CLASS 10 CY 16 10.00 160.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 125 7.00 880.00 MODIFIED SUBBASE TONS 236 20.00 4,730.00 ELECTRICAL WIRING FOR LIGHTING LF 800 20.00 16,000.00 PCC PAVING, 5" SY 67 35.00 2,340.00 COLORED PCC PAVING, 6" SY 211 54.00 11,420.00 CURB & GUTTER LF 35 16.00 560.00 CONCRETE CURB FOR BRICK LF 129 25.50 3,290.00 BRICK PAVERS W/ CONCRETE BASE SF 873 15.00 13,100.00 PEDESTRIAN LIGHT FIXTURES EA 7 3,750.00 26,250.00 RETROFIT EXISTING LIGHT POLE WITH NEW FIXTURE EA 1 2,250.00 2,250.00 STREETLIGHT (ROADSTAR) EA 3 3,237.00 9,710.00 LIMESTONE SEATS EA 2 3,500.00 7,000.00 SHADE TREES EA 9 450.00 4,050.00 EROSION CONTROL LS 1 5,100.00 5,100.00 TRAFFIC CONTROL LS 1 5,400.00 5,400.00 MOBILIZATION LS 1 5,600.00 5,600.00 MISC LS 1 23,700.00 23,700.00 SUBTOTAL CONSTRUCTION COSTS Contingency (15%) Design (15%) Total Estimated Construction Cost 142,260.00 21,000.00 24,000.00 187,260.00 Page 148 of 638 Jefferson Street Enhancement Master Plan (continued) Westfield/River Road to W. 3rd Street, Waterloo, Iowa PRELIMINARY COST OPINION Description Total Est. Unit Price Total Unit Quantity Cost W 1ST STREET TO W 2ND STREET REMOVALS, EXISTING PAVEMENT SY 72 10.00 720.00 REMOVALS, TREES EA 1 2,000.00 2,000.00 REMOVALS, LIGHT POLES EA 1 500.00 500.00 EXCAVATION, CLASS 10 CY 85 10.00 850.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 93 7.00 650.00 MODIFIED SUBBASE TONS 175 20.00 3,510.00 ELECTRICAL WIRING FOR LIGHTING LF 450 20.00 9,000.00 PCC PAVING, 5" SY 14 35.00 510.00 PCC PAVING, 9" SY 63 40.00 2,530.00 COLORED PCC PAVING, 6" SY 221 54.00 11,910.00 CURB & GUTTER LF 90 16.00 1,440.00 CONCRETE CURB FOR BRICK LF 90 25.50 2,300.00 BRICK PAVERS W/ CONCRETE BASE SF 392 15.00 5,880.00 PEDESTRIAN LIGHT FIXTURES EA 5 3,750.00 18,750.00 STREETLIGHT (ROADSTAR) EA 3 3,237.00 9,710.00 BIKE RACKS EA 8 200.00 1,600.00 SHADE TREES EA 6 450.00 2,700.00 EROSION CONTROL LS 1 3,700.00 3,700.00 TRAFFIC CONTROL LS 1 3,900.00 3,900.00 MOBILIZATION LS 1 4,100.00 4,100.00 MISC LS 1 17,300.00 17,300.00 SUBTOTAL CONSTRUCTION COSTS 103,560.00 Contingency (15%) 16,000.00 Design (15%) 18,000.00 Total Estimated Construction Cost 137,560.00 W 2ND STREET TO W 3RD STREET REMOVALS, EXISTING PAVEMENT SY 115 10.00 1,150.00 REMOVALS, TREES EA 1 2,000.00 2,000.00 REMOVALS, LIGHT POLES EA 1 500.00 500.00 SAWCUT EXISTING CONCRETE LF 10 1.50 20.00 EXCAVATION, CLASS 10 CY 64 10.00 640.00 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 19 7.00 130.00 MODIFIED SUBBASE CY 59 40.00 2,340.00 ELECTRICAL WIRING FOR LIGHTING LF 450 20.00 9,000.00 PCC PAVING, 5" SY 57 35.00 2,000.00 PCC PAVING, 9" SY 48 40.00 1,910.00 COLORED PCC PAVING, 6" SY 232 54.00 12,520.00 CONCRETE CURB FOR BRICK LF 251 25.50 6,400.00 BRICK PAVERS W/ CONCRETE BASE SF 702 15.00 10,530.00 PEDESTRIAN LIGHT FIXTURES EA 8 3,750.00 30,000.00 STREETLIGHT (ROADSTAR) EA 3 3,237.00 9,710.00 SHADE TREES EA 6 450.00 2,700.00 EROSION CONTROL LS 1 4,600.00 4,600.00 TRAFFIC CONTROL LS 1 4,800.00 4,800.00 MOBILIZATION LS 1 5,000.00 5,000.00 MISC LS 1 21,200.00 21,200.00 SUBTOTAL CONSTRUCTION COSTS 127,150.00 Contingency (15%) 19,000.00 Design (15%) 22,000.00 Total Estimated Construction Cost 168,150.00 Total Estimated Jefferson Street Enhancement Cost $650,880.00 Page 149 of 638 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment X Individual Building Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name -- Business Name if Applicable (please print): Peters Construction Corp Address: 901 Black Hawk Rd Phone:319-236-2003 Fax:319-236-2009 City: Waterloo State: Iowa zip: 50701 Email: dgillett@peters.build b. Status of applicant: (a) Owner (b) Other X (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): City of Waterloo Address: 715 Mulberry St. Phone: 319-291-0141 Fax: City: Waterloo State: Iowa Zip: 50703 Email: NOEL.ANDERSON@WATERLOO-IA.ORG 2. PROPERTY INFORMATION: a. General location of site plan to be amended: Techworks campus, north of Marriott and Techworks 1, south of Commercial Street. b. Legal description of property or portion to be amended:See attached. c. Dimensions of proposed site plan amendment:1330' x 700' d. Area of proposed site plan amendment: 8.9 acres e. Current zoning: M-2,P f. Reason(s) for site plan amendment and proposed use(s) of property: Construction of a proposed sports tournament and multi -use structure. g. Conditions (if any) agreed to (does not affect existing conditions unless specified): NA h. Other pertinent information (use reverse side if necessary): NA Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Plannin ' :ogramming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned • ior�,3 ity Zoning Officials to enter the property in question in regards to the request. tiUt. 3/18/2025 5.1 Signature of Applicant Date Signature of Owner Date Page 150 of 638 Property Description for Site Plan Amendment and Special Permit Applications Courtworks - City of Waterloo Part of Parcel Fin part of Lot 1 of Techworks Addition; Part of Parcel G in part of Lot 1 of Techworks Addition; Parcel 3 in part of Parcel F in part of Lot 1 of Techworks Addition; Parcel K and Parcel L in part of Lot 1 of Techworks Addition; and part of Lot 1 of Techworks Addition in the SW % of Section 23-T89N-R13W, Waterloo, Black Hawk County, Iowa, Page 151 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Fehr Graham, on behalf of Northland Oil, to allow for construction of a parking lot in the "R-2, C-Z" Conditional Zoning District located across from 1000 Rainbow Drive, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The property in question was rezoned from "R-2" One and Two Family Residence District to "R-2", "C-Z" Conditional Zoning in 2002 for the purpose of building an office building and an 11 stall parking lot. The applicant now wants to build the parking lot prior to the office building construction. The parking lot will be required to be screened along the west and south sides of the parking lot from the abutting and adjacent residential properties. Although the Future Land Use Map shows this area as "Low Density Residential," staff expresses that this is an example of a mixed -use area and that an office use with parking lot could provide a seamless transition between the industrial and residential uses if appropriately designed and landscaped. The Planning, Programming, and Zoning Commission recommended approval of the request subject to the condition of fencing the south property line, and fencing or landscaping the west property line. NEIGHBORHOOD IMPACT The development could appear to impact the neighborhood. The industrial uses are north of Rainbow Drive (Northland Products Co.) and east of the railroad tracks. The location of the office use south of Rainbow Drive and east of the railroad tracks will need careful design and landscaping to assure that it will provide a seamless transition from the industrial and commercial use north of Rainbow Drive to the residential use south of Rainbow Drive. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION Page 152 of 638 COMMUNITY ENGAGEMENT METHODS A public hearing was held by the Planning, Programming, and Zoning Commission on April 8, 2025 and notice was sent to all property owners within 250 feet. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION CLYDE MILLER HEIGHTS IN CASTLE HILL LOT 1 BLK 1 AND AUDITOR WHITNEY ROAD PLAT CASTLE HILL ALL LOT 3 EXC SW 89.2 FT ATTACHMENTS 1. Northland Oil Site Plan Amendment Page 153 of 638 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: April 8, 2025 Request by Fehr Graham on behalf of Northland Oil for a Site Plan Amendment to allow for construction of a parking lot in the "R-2, C-Z" Conditional Zoning District located across from 1000 Rainbow Drive. Fehr Graham, 200 5th Ave SE, Cedar Rapids, IA 52401 The applicants are requesting to construct a parking lot prior to the office building construction. The development could appear to impact the neighborhood. The industrial uses are north of Rainbow Drive (Northland Products Co.) and east of the railroad tracks. The location of the office use south of Rainbow Drive and east of the railroad tracks will need careful design and landscaping to assure that it will provide a seamless transition from the industrial and commercial use north of Rainbow Drive to the residential use south of Rainbow Drive. The area is served by Rainbow drive, which is a minor arterial, and Hanna Boulevard, which is a local street. The applicant's site plan shows two curb cuts off of Rainbow drive, which will need the Engineering Department's approval. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. There is a dirt trail behind Northland Oil that connects paved trails from Ansborough Avenue to Greenhill Road and provides access to trails around George Wyth Memorial State Park. There is currently a sidewalk north of Rainbow and no sidewalk to the south of Rainbow Drive, which is where the parking lot would be constructed. The property in question is zoned "R-2", "C-Z Conditional zoning, and has been zoned as such since May 6, 2002, when it was rezoned from a "R-2" One and Two Family Residential District. North — "M-1" Light Industrial District -Northland Products Co. and Castle Bluff Park East — M-1" Light Industrial District Northland Products Co. and Bowers Masonry. South - "R-2" One and Two Family Residence District - residences West — "R-2" One and Two Family Residence District - residences Landscaping will be required along the west and south sides to make the visual effect of the parking lot more aesthetically 2330 Logan Avenue Site Plan Amendment Page 1 of 5 Page 154 of 638 DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC/OPEN SPACES/SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: April 8, 2025 pleasing, which includes a solid fence to screen the parking lot from the abutting and adjacent residential uses. The request would not appear to have a negative impact upon drainage in the area. The applicant will have to submit a drainage plan for review by the Engineering Department. The area is a mix of residential and industrial uses, both built in the late 1930's to the late 1960's. The southeast portion of the property is partially located within "Protected by Levee" flood zone according to the 2024 FEMA Floodplain Maps, but the parking lot is not within the flood zone. Castle Bluff Park is the closest public and open space to the site in question, and is located approximately 250' to the northwest. All utilities serve the site. Existing sanitary sewer lies under Rainbow Drive with a 10" diameter line. The Future Land Use Map designates this area as "Low Density Residential." The request is not in conformance with the Future Land Use Map. However, the site was previously rezoned to permit the commercial use of an office building and parking lot. The property in question was rezoned from "R-2" One and Two Family Residence District to "R-2", "C-Z" Conditional Zoning in 2002 for the purpose of building an office building and an 11 stall parking lot. The applicant now wants to build the parking lot prior to the office building construction. The parking lot will be required to be screened along the west and south sides of the parking lot from the abutting and adjacent residential properties. Although the Future Land Use Map shows this area as "Low Density Residential," staff expresses that this is an example of a mixed -use area and that an office use with parking lot could provide a seamless transition between the industrial and residential uses if appropriately designed and landscaped. Engineering requests that a storm water prevention plan (SWPP) be submitted. Traffic recommends the mid -block crossing on Rainbow Drive to have a Rectangular Rapid Flashing Beacon (RRFB) and for it to be implemented in the site plan. 2330 Logan Avenue Site Plan Amendment Page 2 of 5 Page 155 of 638 April 8, 2025 Picture 1: Looking southwest from Rainbow Drive. Picture 2: Looking south at the site in question. 2330 Logan Avenue Site Plan Amendment Page 3 of 5 Page 156 of 638 April 8, 2025 Picture 3: Looking east from Hanna Blvd. at the site. STAFF ANALYSIS — SUBDIVISION ORDINANCE: The applicant is not requesting to subdivide the property. Therefore, staff recommends that the request by Fehr Graham on behalf of Northland Oil for a Site Plan Amendment to allow STAFF for construction of a parking lot in the "R-2, C-Z" Conditional RECOMMENDATION: Zoning District located across from 1000 Rainbow Drive, be approved for the following reasons: 1. It would appear the Site Plan Amendment would not have a negative impact on the surrounding area. 2. It would appear the Site Plan Amendment would not have a negative impact on vehicular and pedestrian traffic. 3. The area is a mixed -use area and an office use could provide a seamless transition between the industrial and residential uses. Subject to the following conditions: 2330 Logan Avenue Site Plan Amendment Page 4 of 5 Page 157 of 638 April 8, 2025 1. That the property is screened along the west and south property lines by a solid fence. 2. That the final site plan meets all applicable city codes, regulations, etc. including, but not limited to, parking, landscaping, screening, drainage, etc., except as approved by the Board of Adjustment. 2330 Logan Avenue Site Plan Amendment Page 5 of 5 Page 158 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 cc • W 1- z m 0, R-2 MAXINE AVE� 'c y MAYNARD AVE UPTON AVE_ 1- J 31 'X, SHADYLN///H BI i CHIS 0 0 J v cn cc — Across from woo Rainbow Drive Site Plan Amendment Fehr Graham on behalf of Northland Products Company o,, ,.,. I c n .- f a o o N W 4bi J City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 Area of Site Plan Amendment Rq//VBOwaR 1000 Rainbow Drive Sources: Esri, TomTom, Ga contributor OpenStreetMap User Community Across from woo Rainbow Drive Site Plan Amendment Request by Fehr Gram on behalf of Northland Products Company Prim- 1 Rrl of RZ9 AtiwNW' E SHEET NUMBER: A.01 Sheet List Table Sheet Number Sheet Title A.01 COVER SHEET A.02 LEGEND C.01 GENERAL NOTES & DETAILS C.02 REMOVALS D.01 SITE PLAN D.02 GRADING PLAN NWRTRLA- MOTOR OILS• LUBRICANTS CONTACT ZACH SHIMP ADDRESS 1000 RAINBOW DR. WATERLOO, IA 50701 P# 319.340.1240 EMAIL zach@northlandoil.com ACCESSORY PARKING LOT Fo NORTHLAND OIL WATERLOO, IOWA 25-582 BLACK HAWK COUNTY MAR. 2025 LOCATION MAP FEHR GRAHAM ENGINEERING & ENVIRONMENTAL ILLINOIS IOWA CEDAR RAPIDS, IOWA 200 5TH AVENUE SE, SUITE 100 CEDAR RAPIDS, IA 52401 P# (319) 294-6909 WISCONSIN w N S N.T.S. E WATERLOO BLACK HAWK COUNTY zummosma a■■■ ■■■ lu■■■mtm..staannom:a . yp mimmummuir amm■■■iii % THE 2025 VERSION OF THE STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, ALSO KNOWN AS SUDAS (2025), PLUS FEHR GRAHAM SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. IOWA= ONE CALL 1-800-292-8989 www.iowaonecall.com 811 yea.. 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. J. Shawn Lueth, P.E. Date License Number 13659 My license renewal date is December 31, 2025. Pages or sheets covered by this seal: All ORIGINAL SET FOR PROJECT: 25-582 I DATE CREATED: MAR. 2025 REVISIONS REV. NO. DESCRIPTION DATE GAC70\24\24-1791\24-1791 DeaW .d s C01-11L PRELIMINARY PLOT GATE: 3/18/25 © 2025 FEHR GRAHAM Page 161 of 638 ABBREVIATIONS SYMBOLS < ANGLE ABC AGGREGATE BASE COURSE AC ACRE(S) ACI AMERICAN CONCRETE INSTITUTE AGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ARCH ARCHITECT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS B BALL VALVE BFP BACKFLOW PREVENTER BIT BITUMINOUS BLDG BUILDING BBLOCKING BMM BENCHMARK BOT BOTTOM BSMT BASEMENT BV BUTTERFLY VALVE B-B BACK-TO-BACK OF CURB DIMENSION CL or CL CENTERLINE C TO C CENTER TO CENTER C & G CURB AND GUTTER CF CUBIC FEET CHD CHORD LENGTH CI CAST IRON PIPE CHK CHECK VALVE CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CTY COUNTY CONC CONCRETE CONT CONTINUOUS C-B CENTERLINE TO BACK OF CURB DIMENSION COORD COORDINATE CU COPPER PIPING CTRS CENTERS CY CUBIC YARDS CS CORPORATION STOP D DEGREE OF CURVE DEP DEPRESSED DET DETAIL DIAL DIAGONAL DIM DIMENSION DI DUCTILE IRON PIPE DN DOWN DNSTR DOWNSTREAM DP DRAINAGE PIPE/STORM PIPE DWG DRAWING E EAST EJ EXPANSION JOINT EL, ELEV ELEVATION EP EDGE OF PAVEMENT EQUIP EQUIPMENT EQUIV EQUIVALENT EW EACH WAY EXP EXPANSION EX, EXIST EXISTING EXT EXTERIOR E = EXTERNAL DISTANCE FD FLOOR DRAIN FDN FOUNDATION FE FIELD ENTRANCE FF FINISH FLOOR FIL FILLET FIN FINISH FL FLOW LINE FLR FLOOR FM FORCE MAIN FND FOUND FRMG FRAMING FTC FOOTING F-F FACE TO FACE GA GAUGE GI GALVANIZED IRON PIPE GRD GRADE GRS GRATING SUPPORT GRT GROUT GV GAS VALVE GYP GYPSUM HSE HOUSE HC HORIZONTAL CURVE HMA HOT MIX ASPHALT HNGR HANGER HORIZ HORIZONTAL H.P. HIGH POINT HW HOT WATER HWH HOT WATER HEATER = CENTRAL ANGLE I MOMENT OF INERTIA ID INSIDE DIAMETER INT INTERIOR INV INVERT ELEVATION; BASED ON BENCH MARK DATUM IP IRON PIPE JST JOIST L LENGTH OF CURVE LAT LATERAL LAV44 FLAVATORY LF LINEAL FEET L.P. LOW POINT LT LEFT OF SURVEY BASE LINE MAX MAXIMUM ME MATCH E1� MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MTL METAL N NORTH No. OR # NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER 00 OUTSIDE TO OUTSIDE OPNG OPENING OPP OPPOSITE PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT PDP PERFORATED DRAIN PIPE PE PI POINT ETOFLENE PIPE NTERSECTION PL PLATE PLG PLUG VALVE PLP POLYPROPYLENE PIPE PLYWD PLYWOOD PM PRINCIPAL MERIDIAN PR PRESSURE REGULATORS PRC POINT OF REVERSE CURVATURE PRESS PRESSURE PR, PROP PROPOSED PRV PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PIPE SLEEVE PT POINT OF TANGENCY PLG PLUG VALVE PVC POLYVINYL CHLORIDE (PLASTIC) PIPE R RADIUS RDCR REDUCER RCCP REINFORCED CONCRETE CYLINDER PIPE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REINF REINFORCING REQD REQUIRED ROW RIGHT OF WAY RFTR RAFTER RND ROUND RR RAILROAD RRSP RAILROAD SPIKE RT RIGHT R&R REMOVE AND REPLACE S SOUTH SB STREAM BED SCHED SCHEDULE SEC SECTION SF SQUARE FEET SHR SHOWER SHT SHEET SHTG SHEATHING SP SANITARY PIPE SPA SPACING OR SPACES SPEC SPECIFICATION SQ SQUARE SS SANITARY SERVICE STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL SW SIDEWALK SY SQUARE YARDS SYM SYMMETRICAL TAN TANGENT LENGTH TBC TOP BACK OF CURB TBM TEMPORARY BENCH MARK; BASED ON BENCHMARK DATUM TD TILE DRAIN THK THICK TR TREAD TY TYPE TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED UP UTILITY POLE UPSTR UPSTREAM UR URINAL USGS US GEOLOGICAL SURVEY VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VERT VERTICAL VOL VOLUME VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPRC VERTICAL POINT OF REVERSE CURVATURE VPT VERTICAL POINT OF TANGENCY W WEST WC WATER CLOSET WF WIDE FLANGE WM WATER MAIN WMQ WATER MAIN QUALITY WV WATER VALVE WGT WEIGHT WP WEATHER PROOF WS WATER SERVICE WWF WELDED WIRE FABRIC W/ WITH W/0 WITHOUT XP EXPLOSION PROOF EXISTING EXISTING CIVIL PROPOSED PROPOSED EXISTING WATER PROPOSED EXISTING UTILITY PROPOSED "r ". WATER SERVICE WATER PIPE FIRE HYDRANT YARD HYDRANT WATER VALVE WITH BOX CURB STOP W/CURB BOX / REDUCER WATER VALVE VAULT 11.25' BEND 22.50' BEND 45' BEND 90' BEND TEE CAP WATER METER SPRINKLER HEAD TRACER WIRE BOX —'— —FO TV FIBER OPTIC LINE —ro—FO— UNDERGROUND TV CABLE —TV CABLE TV RISER PEDESTAL R.O.W. RIGHT—OF—WAY LINE PROPERTY LINE CENTERLINE SETBACK LINE EASEMENT LINE SECTION LINE SECTION CORNER COORDINATE POINT ON GRID SYSTEM FOUND OR SET PROPERTY PIN RIGHT-OF-WAY MARKER BENCHMARK CONTOUR LINE SPOT ELEVATION (AT o) FENCE LINE FENCE LINE SILT/0 CURB AND GUTTER TIP OUT CURB AND GUTTER SAWCUT, LIMITS OF PAVEMENT REMOVAL & REPLACEMENT DECIDUOUS TREE W/ SIZE CONIFEROUS TREE W/ SIZE TREE STUMP HEDGEROW BUSH OR SHRUB TREE LINE CONSTRUCTION LIMIT LINE SIGN (MULTIPLE POST, SINGLE POST) SIGN PYLON ( ) GUARD RAIL RAILROAD TRACKS BUILDING MAILBOX FLAGPOLE FLAGPOLE BOLLARD AIR CONDITIONER R.O.W. Fo— — — — — — — w w 4 Of Z ® - 0 O 0 W W— Z 0 © H r-I .(H .0 HTH ] O 0 TV El N— 07 - — — - x - ---- — —UE T >-- c OVERHEAD UTILITY UNDERGROUND ELECTRIC —UE ELECTRIC RISER PEDESTAL ELECTRIC MANHOLE O OIL — — - - - - — Al — — — - o SET IZ 600----. --- - _ UE- 0 C UE— CO 0 MJ N 1000.00 T O 0 0 -X -- 0' * 0 c UNDERGROUND TELEPHONE —TT— TELEPHONE RISER PEDESTAL CO TELEPHONE MANHOLE QT UTILITY POLE + UTILITY POLE W/ METER UTILITY POLE W/ TRANSFORMER UTILITY POLE W/ LIGHT UTILITY POLE WITH GUY WIRE AND ANCHOR r - - LIGHT (MAST MOUNTED) X LIGHT POLE (SINGLE FIXTURE) x YARD LIGHT X GAS MAIN 0 0 E 1000.00 • FND 0 - 600� loco co Fob 1000.00 FGb x X X — 1 - - _ I X" x" - �x �...,.1....� �^'`^� �--.. / y1 CL - l I 7 E - _ _ »1i; 44 X" X" Y1 CL - i i M_ _ EXISTING STORM SEWER —ST,-----Si,--- E PROPOSED STORM SEWER DRAIN TILE DITCH LINE (PAVED) DITCH LINE (UNPAVED) STORM MANHOLE CATCH BASIN STORM SEWER INLET STORM SEWER INLET - BEHIND CURB DOWNSPOUT CULVERT AND SIZE RCCP OR RCP EQRS (RCAP) END SECTION OR HDPE END SECTION FLOW DIRECTION] 0 W © GAS METER GAS VALVE GAS STRUCTURE N ID —ST,—ST> -DT: DT>— — O IIIIV ® I0I ! x" TYPE ] CIMETAL DT—DT� O ® IE O EXISTING TRAFFIC RELATED PROPOSED > CONTROLLER MAST ARM ASSEMBLY AND POLE SIGNAL HEAD AND POST SIGNAL HEAD PEDESTRIAN HEAD PEDESTRIAN PUSH-BUTTON HAND HOLE DOUBLE HAND HOLE HAND HOLE OR JUNCTION BOX HEAVY -DUN HAND HOLE EXISTING CONDUIT (LENGTH AND SIZE) PROP GALVANIZED STEEL OR PVC CONDUIT UPPER NUMERAL INDICATES LENGTH "T" INDICATES CONDUIT IN TRENCH "P" INDICATED CONDUIT PUSHED LOWER NUMERAL INDICATES SIZE AND TYPE LUMINAIRE ARROW - THROUGH, TURN LEFT ARROW - THROUGH ARROW - TURN LEFT ARROW - TURN RIGHT11+ ONE DIRECTION TURN ONLY HANDICAPPED PARKING STALL TRAFFIC DETECTOR LOOP TRAFFIC CONTROL BOX El JWC LL^ ONLY 7-7 L N -_ 0 J 0 0 (5' 0-10 -0 -0 0 ID M J E - 2") )( ^/�/�� W j� /�� IJ v, �‘, �,/ '.I 'II f .: ,.T� '�'L6. - ° o 1 ° ° r o " " " 1 1 1 1 1 1 1 1 1 I y� / i r / / / /,I 0 o-,,, 0 Ac 0 O ® EXISTING EROSION CONTROL PROPOSFO TEMPORARY EROSION CONTROL BLANKET AND PERMANENT SEEDING AREA UNDISTURBED AREA STABILIZED CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION TEMPORARY SEDIMENT TRAP CULVERT INLET PROTECTION ROCK OUTLET PROTECTION ROCK CHECK DAM -COURSE AGGREGATE ROCK CHECK DAM - RIP RAP DITCH CHECK EXISTING MISC C PROPOSED S S.B. #xx @ Mw #xx SOIL BORING LOCATION AND NUMBER MONITORING WELL REVISION NUMBER OUTLINE OF DETAILED AREA 4 S.B. #XX ® MW #XX _ 2" GS-PVC 1 1 - J HATCH PATTERNS I������ r\�jV��/.��/.� ���� EARTH - FILL �� BRICK ����� --� J III EARTH - UNDISTURBED STEEL o o �� INSULATION ROCK (GEOLOGICAL) (LOOSE/ GATT) SECTION NUMBER SHEET WHERE SHOWN i VP 1 STONE OR RIP RAP INSULATION (RIGID) S EXISTING SANITARY SEWER PROPOSED GRAVEL WOOD (ROUGH) SANITARY SEWER SANITARY SEWER SERVICE SANITARY SEWER FORCE MAIN SANITARY CLEANOUT SANITARY MANHOLE WYE FITTING ` CONCRETE / WOOD (BLOCKING) ��� SAN <_M SANS �'>— :N>— �FM _ 1 11=11F_91 1 W=W1�1ii / % �// CONCRETE BLOCK WOOD (FINISH) yy// V/ VA o _ CO • I• 1--1 CMU 00000 0000o DETECTABLE WARNING 000000 .-. ASPHALT PAVEMENT FEHR GRARAM ENGINEERING & ENVIRONMENTAL ILLINOIS IOWA WISCONSIN OWNER/DEVELOPER: NORTHLAND OIL 1304 TECHNOLOGY PARKWAY, SUITE 300 CEDAR FALLS, IA 50613 PROJECT AND LOCATION: ACCESSORY PARKING LOT WATERLOO, IOWA DRAWN Bs: LTF APPROVED BY: JSL DATE: MAR. 2025 SCALE: AS NOTED REVISIONS REV. NO. DESCRIPTION DATE DRAWING: LEGEND SET TYPE: PRELIMINARY r 1 JOB NUMBER: 25-582 SHEET NUMBER: A.02 PLOT DATE 3/15/25 © 2025 FEHR GRAHAM G:\C3D\24\24-1791\24-1791 Ddgn.d g. CO2-L11) Page 162 of 638 GENERAI NOTES 1. ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 2. THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS), 2025 EDITION PLUS SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS AS PREPARED BY FEHR GRAHAM SHALL BE CONSIDERED A PART OF THESE DOCUMENTS AS IF BOUND HEREIN. 3. CONSTRUCTION SURVEY FOR THIS PROJECT TO BE PROVIDED BY THE OWNER. THE CONTRACTOR IS REQUIRED TO PROVIDE MINIMUM OF TWO BUSINESS DAYS' NOTICE TO THE ENGINEER WHEN REQUESTING STAKES. OR CONTRACTOR. 4. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE ENGINEERING DEPARTMENTS AND UTIUTY COMPANIES PRIOR TO CONSTRUCTION. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO ANY EXISTING UTILITY. IOWA CODE 480, UNDERGROUND FACIUTIES INFORMATION, REQUIRES NOTICE TO IOWA ONE CALL (1-800-292-8989) NOT LESS THAN 48 HOURS BEFORE EXCAVATION, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES AND ROCK ELEVATIONS. 6. THE CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE PROJECT AREA AND BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL JOB CONDITIONS PRIOR TO BIDDING AND THE START OF ANY WORK. FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE WORK IN ACCORDANCE WITH THESE DRAWINGS. 7. THE CONTRACTOR SHALL VERIFY AT THE SITE, ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICT PRIOR TO PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. NOTES AND DETAILS ON THE DRAWINGS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER THEY ARE REPEATED OR NOT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS RESULTING FROM NEGLIGENCE. 10. CONTRACTOR SHALL PROTECT EXISTING FACILITIES, BUILDINGS, AND OTHER APPURTENANCES NOT TO BE REMOVED FROM THE SITE DURING THE CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL CONFINE HIS WORK TO THE CONSTRUCTION LIMITS AND EASEMENTS. IF THE CONTRACTOR OBTAINS ADDITIONAL EASEMENT FOR THE STORAGE OF EQUIPMENT AND MATERIALS, COPIES OF THE AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE OWNER. 12. CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE AND STAGING PLAN A MINIMUM OF TWO (2) DAYS PRIOR TO THE PRECONSTRUCTION MEETING. 13. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES DURING CONSTRUCTION WHENEVER PRACTICAL. CONTRACTOR SHALL NOTIFY RESIDENTS OF ACCESS RESTRICTIONS MINIMUM OF 24 HOURS PRIOR TO REMOVAL OF EXISTING ACCESS. 14. CONTRACTOR SHALL SUBMIT FOR ACCEPTANCE WORK PLANS AND SCHEDULES FOR ACCOMPLISHMENT OF TEMPORARY AND PERMANENT EROSION CONTROL PRIOR TO THE START OF CONSTRUCTION. 15. CONTRACTOR SHALL COORDINATE TEMPORARY DISRUPTION OF UTILITY SERVICES WITH THE CITY OF WATERLOO, AFFECTED UTILITY COMPANIES AND/OR AFFECTED PROPERTY OWNERS WHEN RELOCATING EXISTING FACILITIES, CONNECTING TO EXISTING FACIUTIES AND PLACING NEW SERVICES. 16. CONTRACTOR IS RESPONSIBLE TO COORDINATE MAKE AND MODEL OF FENCE WITH OWNER 6" PCC PAVEMENT COMPACTED AGGREGATE BASE COURSE, TYPE B, 6" PREPARED SUBGRADE NOTE: SUBBASE SHALL BE PROOF ROLLED PRIOR TO PAVING. SHOULD SOFT SOILS BE ENCOUNTERED, ADDITIONAL 6" TO 12" BASE REPAIR MAY BE REQUIRED. ALL ADDITIONAL BASE REPAIR SHALL BE APPROVED BY ENGINEER PRIOR TO ANY AND ALL EXCAVATION. ADDITIONAL BASE REPAIR WILL BE PAID BY CUBIC YARDS FOR REMOVAL OF UNSUITABLE SOILS AND REPLACEMENT OR COMPACTED AGGREGATE BASE AS PART OF BASE BID ALLOWANCE. 6" CONCRETE PAVEMENT SECTION N.T.S. SINGLE CURB RAMP ISOMETRIC VIEW 8" PCC PAVEMENT COMPACTED AGGREGATE BASE COURSE, 6" PREPARED SUBGRADE NOTE: SUBBASE SHALL BE PROOF ROLLED PRIOR TO PAVING. SHOULD SOFT SOILS BE ENCOUNTERED, ADDITIONAL 6" TO 12" BASE REPAIR MAY BE REQUIRED. ALL ADDITIONAL BASE REPAIR SHALL BE APPROVED BY ENGINEER PRIOR TO ANY AND ALL EXCAVATION. ADDITIONAL BASE REPAIR WILL BE PAID BY CUBIC YARDS FOR REMOVAL OF UNSUITABLE SOILS AND REPLACEMENT OR COMPACTED AGGREGATE BASE AS PART OF BASE BID ALLOWANCE. 8" CONCRETE PAVEMENT SECTION N.T.S. 5" MIN. THICKNESS, 6" MIN. AT CURB -..--- RAMPS, 7" MIN. ACROSS DRIVEWAYS AND 7" MIN. AT GARAGE DOORS 6" MIN. COMPACTED AGGREGATE BASE COURSE, 95% COMPACTION INCIDENTAL TO PCC SIDEWALK PREPARED SUBGRADE NOTE: CONTROL JOINTS SHALL BE PLACED EVERY 5' OR APPROVED BY THE ENGINEER TO MATCH EXISTING WALK. 1" WIDE STRIP OF TOPSOIL AND GRASS SEEDING ALONG EACH SIDE OF WALK INCLUDED AS INCIDENTAL TO SIDEWALK WHEN SIDEWALK INSTALLED IN LAWN AREA. 2' DETECTABLE WARNING 0.02% (MIN.) 0.08% (MAX.) 0.04% (NORM.) DEPRESSED CURB CURB RAMP TYPICAL DETAILS N.T.S. PCC SIDEWALK SECTION N.T.S. A TERRACE L SECTION B - B W SIDEWALK (5' STANDARD) B 0.02% NORMAL 12:1 MAX. RAMP a j T FEHR GRAF':AM ENGINEERING & ENVIRONMENTAL ILLINOIS IOWA WISCONSIN OWNER/DEVELOPER: NORTHLAND OIL 1304 TECHNOLOGY PARKWAY, SUITE 300 PROJECT AND LOCATION: AC C E B$!D RFA IftITK LAI C5 @6T3 WATERLOO, IOWA DRAWN BY: LTF APPROVED BY: JSL DATE: MAR. 2025 SCALE: AS NOTED REVISIONS REV. NO. DESCRIPTION DATE DRAWING: GENERAL NOTES & DETAILS SEf TYPE: PRELIMINARY r 1 JOB NUMBER: 25-582 SHEET NUMBER: C.01 PLOT DATE: 3/18/25 © 2025 FEHR GRAHAM G:\CSD\24\24-1791\24-1791 Desgn.bry, GEN NOTES AND DETNLS Page 163 of 638 F EHR GRM-1AM ENGINEERING & ENVIRONMENTAL ILLINOIS I OWA WISCONSIN PLOT DATE: 3/18/25 © 2025 FEHR GRAHAM REMOVE TREE AND COMPLETELY REMOVE STUMPS (10) OWNER/DEVELOPER: NORTHLAND OIL 1304 TECHNOLOGY PARKWAY, SUITE 300 CEDAR FALLS, IA 50613 Aar.o��� 1.41.aa. Na•Sea•Iie PROJECT AND LOCATION: ACCESSORY PARKING LOT WATERLOO, IOWA DRAWN BY: LTF APPROVED BY: JSL DATE: MAR. 2025 SCALE: AS NOTED , _T REV. NO. REVISIONS DESCRIPTION DATE DRAWING: REMOVALS SET TYPE: PRELIMINARY G:\c7D\24\24-1791 \24-1791 Design.2wg, RDA JOB NUMBER: 25-582 SHEET NUMBER: C.02 i Page 164 of 638 f ou ou ou DRIVEWAY 7030.102 TYPE B APPROXIMATE TOP OF BOX CULVERT 854.5' 6" HIGH CURB, TYP. AS SHOWN REMOVE EXISTING SIDEWALK AND INSTALL 5'X5' LANDING TAPER FROM 5' WIDE TO EXISTING SIDEWALK WIDTH IN ONE PANEL (TYPICAL) 34.5' — 2" CURB CUT GRIND OR SAW vft CAST IRON DETECTIBLE WARNING PANEL (TYPICAL) REMOVE AND REPLACE 7 LF CURB FOR ADA COMPLIANT CURB CUT REMOVE AND REPLACE 7 LF CURB FOR ADA COMPLIANT CURB CUT 5'X5' TURNING SPACE SEE DETAIL C.03 BELOW, THIS SHE 300 LF 6' HIGH PRIVACY FENCE ON PROPERTY LINE COORDINATE WITH OWNER AND ADJACENT PROPERTY OWNER SITE LAYOUT SCALE: AS NOTED 34.5' — 2" CURB CUT GRIND OR SAW ttipitww wow w w w w w w w— w w ou ou ou ou RIM ELEVATION -sT <ST <Si �sT <sr 859 42' SHADED STORM SEWER IS NEW BY OTHERS w w w w w w �a5s- -INV. = 854.40 / n a RIM = 857.33 6" HIGH CURB, TYP. AS SHOWN 15" DUAL WALL HDPE ® 2% INV. = 854.50 11 SPACES ® 9'-0" EACH 6" PCC OVER 6" CRUSHED STONE DETAIL C.03.1 SITE PLAN SCALE: AS NOTED TAPER CURB TO ZERO OVER 2 FT RIGHT— sT 25' SETBACK TAPER CURB TO ZERO OVER 2 FT ou 1 ,NOTES 1. EXISTING GUTTER ELEVATIONS SHOWN AT CONNECTION TO ROADWAY ARE RELATIVE. CONTRACTOR SHALL USE THOSE ELEVATIONS AS A BENCHMARK TO CONSTRUCT THE IMPROVEMENTS SHOWN. 2. FENCING SHALL BE A 6' TALL SOLID PRIVACY FENCE. 3. SIDEWALKS SHALL BE 5' WIDE UNLESS NOTED. INSTALL ALL SIDEWALKS AND CROSSWALKS PER ADA REQUIREMENTS 4. CLEAR AND GRUB TREES A REQUIRED SITE INFORMATION: PARCEL No.: 8913-21-204-009 OWNER: NORTHLAND PRODUCTS COMPANY, INC. PO BOX 418 WATERLOO IA 50704 LOT SIZE: 47,698 SF PROPOSED PAVEMENT: PROPOSED PERMEABLE SURFACE: 9,557 SF 39,368 SF STORM WATER MANAGEMENT: SEE REPORT BY ROBINSON ENGINEERING DATED: 6/25/24 F EHR GRA:41AM ENGINEERING & ENVIRONMENTAL ILLINOIS IOWA WISCONSIN OWNER/DEVELOPER: NORTHLAND OIL 1304 TECHNOLOGY PARKWAY, SUITE 300 CEDAR FALLS, IA 50613 PROJECT AND LOCATION: ACCESSORY PARKING LOT WATERLOO, IOWA DRAWN BY: LTF APPROVED BY: JSL DATE: MAR. 2025 SCALE: AS NOTED REVISIONS REV. NO. DESCRIPTION DATE DRAWING: SITE PLAN SEf TYPE: PRELIMINARY JOB NUMBER: 25-582 SHEET NUMBER: D.01 PLOT DATE 3/18/25 © 2025 FE H R GRAHAM G:\CSD\24\24-1791\24-1791 Ddgn.Qry, CO3-PIAN Page 165 of 638 0U 0U OU L. i 856.74 F FbY:ll:klyd. �— Il:blxi. p�vl iW�fiI; Bs� NOTE: 1. JOINTING SHALL BE MAXIMUM 12 FT SPACING FOR 6" PAVING AND MAXIMUM 15 FT FOR 8" PAVING. W W W W W—$W --W OU OU OU OU d7 OU oD- ST 'ST—<ST—<ST—<ST ST <ST <ST W W W W / ,_ ' .12 /////// �E / _ 1I$ D— �_ h ) / I ------//i J \ /---862-- ---- — _ / —/ cis — / // / __—_— ____----_— 16 / i — — —— m-863— `/ i i i\ //—/ —/1— /-g6°— — — — — — — — / / / --865 —s665—''''//// i / / / FEHR GRARAM ENGINEERING & ENVIRONMENTAL ILLINOIS IOWA WISCONSIN OWNER/DEVELOPER: NORTHLAND OIL 1304 TECHNOLOGY PARKWAY, SUITE 300 CEDAR FALLS, IA 50613 DETAIL C.04 SITE GRADING SCALE: AS NOTED 10 0 10 20 30 FEET PROJECT AND LOCATION: ACCESSORY PARKING LOT WATERLOO, IOWA DRAWN BY: LTF APPROVED BY: JSL DATE: MAR. 2025 SCALE: AS NOTED REVISIONS REV. NO. DESCRIPTION DATE DRAWING: GRADING PLAN SEf TYPE: PRELIMINARY JOB NUMBER: 25-582 SHEET NUMBER: D.02 PLOT DATE 3/18/25 © 2025 FEHR GRAHAM G:\CID\24\24-1791\24-1791 Ddgn.Ag, C04-GRADING Page 166 of 638 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 3 19.29 1.4366 New or Overall Amendment Individual Building 0 Minor change Q (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name (please print): Fehr Graham Engineering Address: 200 5th Ave SE, Phone: 319.294.6909 city: Cedar Rapids State: Iowa Zip:52401 Fax: 319.294.6909 Email: evan.wulfekuhle@fehrgraham.cp b. Status of applicant: (a) Owner Q (b) Other () (SELECT ONE): If other explain:C°"sultant c. Property owner's name if different than above (please print): Northland Products Co. Address: 1000 Rainbow Drive Phone: 319.234.5585 Fax: 319.234.5580 City: Waterloo State: Iowa Zip:50701 Email: zach@northlandoil.com 2. PROPERTY INFORMATION: a. General location of site plan to be amended: The site is located at the southeast quadrant of Rainbow Drive and Hanna Boulevard and identified as Black Hawk County parcel number 8913-21-204-009 b. Legal description of property or portion to be amended: Lot one (1), Block One (1), Clyde Miller Heights in Castle Hill Waterloo, Iowa subject to easements of record; and All of Lot Three (3) c. Dimensions of proposed site plan amendment: Irregular, 315' x 177' d. Area of proposed site plan amendment: 1.09 acres e. Current zoning: R-2, cz f. Reason(s) for site plan amendment and proposed use(s) of property: To allow for the construction of the pakring lot prior to buildings construction. g. Conditions (if any) agreed to (does not affect existing conditions unless specified): h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request. 03/18/2025 Signature of Owner Datc Page 167 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution setting date of public hearing as May 5, 2025, to approve a rezone request by Alycia Ludden to rezone approximately 7.33 acres from "A-1" Agricultural District to "R-2,R-P" Planned Residence District located at 2775 Logan Avenue, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting to rezone approximately 7.33 acres of land from "A-1" Agricultural District to "R-2" One and Two Family Residence District. The surrounding area has served different zoning districts including residential zoning on vacant land for potential future development, so the proposed rezone would appear to be consistent with the surrounding area. Furthermore, this rezoning request conforms with The Future Land Use Map's "Low Density Residential" designation. It would appear that this rezoning request would be in conformance with the character of the neighborhood and not negatively impact the surrounding area or traffic. Based on the comments made by IDOT during the Technical Review Committee, Planning recommends a rezone to "R-2,R-P" Planned Residence District. NEIGHBORHOOD IMPACT The proposal would not appear to have a negative impact on the surrounding area as there are several abutting lots to the south of the site in question zoned "R-2" One and Two Family Residence District. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS _ A public hearing was held by the Planning, Programming, and Zoning Commission on April 8, 2025 and notice was sent to all property owners within 250 feet. SOURCE OF EXPENDITURES Page 168 of 638 N/A ALTERNATIVE ACTION LEGAL DESCRIPTION UNPLATTED WLOO EAST S 10 A NE NE EXC E 31 RDS S 13-1/3 RDS SEC 11 T 89 R 13 ATTACHMENTS 1. 2775 Logan Ave Rezone Page 169 of 638 April 8, 2025 REQUEST: Request by Alycia Ludden to rezone approximately 7.33 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District located at 2775 Logan Avenue. APPLICANT(S): Alycia Ludden, 2775 Logan Avenue, Waterloo, IA 50703 GENERAL The applicant is requesting to rezone their property to allow for the DESCRIPTION: construction of a second dwelling and for the potential for additional development in the future. IMPACT ON The proposal would not appear to have a negative impact on the NEIGHBORHOOD & surrounding area as there are several abutting lots to the south of SURROUNDING the site in question zoned "R-2" One and Two Family Residence LAND USE: District. VEHICULAR & The request would not appear to have a negative impact on PEDESTRIAN vehicular or pedestrian traffic in the area as the abutting lots to the TRAFFIC south are zoned for "R-2" One and Two Family Residence District. CONDITIONS: RELATIONSHIP TO There are no sidewalks or recreational trails near the site in RECREATIONAL question. TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY The area is zoned "A-1" Agricultural District and has been zoned as FOR SITE AND such since the adoption of the Zoning Ordinance in 1969. IMMEDIATE VICINITY: Surrounding land uses and their zoning are as follows: North — Residential zoned "A-1" Agricultural District. South — Residential and vacant land zoned "R-2" One and Two Family Residence District and "C-1, C-Z" Neighborhood Commercial District. East — Vacant land zoned "A-1" Agricultural District and "R-4" Multiple Residence District. West — Vacant land zoned "A-1"Agricultural District. BUFFERS/ No buffers would be required for this request. SCREENING REQUIRED: DRAINAGE: Rezoning the land would not appear to have a negative impact on drainage in the area. DEVELOPMENT The area is composed of single-family homes from the early 1990s, HISTORY: vacant lots, and a storage unit business. FLOODPLAIN: The property is not located within a floodplain according to the 2024 FEMA Floodplain Maps. PUBLIC /OPEN The nearest school is George Washington Carver Academy located SPACES/ SCHOOLS: 1.3 miles to the south from the site in question. 2775 Logan Avenue — Al to R1 Page 1 of 6 Page 170 of 638 April 8, 2025 Picture 1: Existing Home Picture 2: Existing Garage 2775 Logan Avenue —A1 to R1 Page 2 of 6 Page 171 of 638 April 8, 2025 Picture 3: Driveway to back of property Picture 4: Rubbish on property. 2775 Logan Avenue —A1 to R1 Page 3 of 6 Page 172 of 638 April 8, 2025 Picture 5: West side of garage Picture 6: Back of Home. 2775 Logan Avenue —A1 to R1 Page 4 of 6 Page 173 of 638 UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: April 8, 2025 There is a sanitary sewer along Logan Avenue but no other known utilities on the site in question. RELATIONSHIP TO The Future Land Use Map designates this lot in question as "Low COMPREHENSIVE Density Residential" and "Commercial." The request is in LAND USE PLAN: conformance with the Future Land Use Map and Comprehensive Plan. STAFF ANALYSIS — The applicant is requesting to rezone approximately 7.33 acres of ZONING land from "A-1"Agricultural District to "R-2" One and Two Family ORDINANCE: Residence District. The surrounding area has served different zoning districts including residential zoning on vacant land for potential future development, so the proposed rezone would appear to be consistent with the surrounding area. Furthermore, this rezoning request conforms with The Future Land Use Map's "Low Density Residential" designation. It would appear that this rezoning request would be in conformance with the character of the neighborhood and not negatively impact the surrounding area or traffic. Based on the comments made by IDOT during the Technical Review Committee, Planning recommends a rezone to "R-2,R-P" Planned Residence District. TECHNICAL REVIEW COMMITTEE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: Engineering requests a "9-1-1" sign to be put out front by the end. In addition, Engineering also requests that an access agreement be recorded for the residents behind the property in question in case of future development. Furthermore, IDOT commented that the access would be subject to review due to a change of land use, and an access request, although it currently exists, would be denied due to current spacing requirements and that this subdivision would complicate future development of the west side of the road due to where it falls within the M-600 spacing. Planning clarified that this was a rezoning request to build an accessory second dwelling structure and would not create a subdivision. The applicant is not planning to subdivide the property. 2775 Logan Avenue — Al to R1 Page 5 of 6 Page 174 of 638 April 8, 2025 STAFF Therefore, staff recommends that the request by Alycia Ludden to RECOMMENDATION: rezone approximately 7.33 acres from "A-1"Agricultural District to "R-2" One and Two Family Residence District located at 2775 Logan Avenue, be denied because of IDOT's comments but approved for rezoning to "R-2,R-P" Planned Residence District for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area. 2. The request would not appear to have a negative impact upon the surrounding area. 3. The request would appear to be in conformance with The Future Land Use Map. 2775 Logan Avenue —A1 to R1 Page 6 of 6 Page 175 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 C-1,C-Z A-1 SABRINA CIR I RI1 A-1 R;1,C;Z C-2;C- W AIRLINE HWY p C-2 RR1 1 -R-1 R-1 C-1 C-1, C-Z R-2 ST CROIX DR E AIRLINE HWY R-4 C-2,C-Z R-3 C-2 j- R1 7RALSITON RDA Cl2 R-2 C-P 0) z C-P w 11 2775 Logan Avenue Rezone from "A-1" to "R-2" Alycia Ludden o, .... 17C ..F a wNW E City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 W AIRLINE HWY Area to be rezoned // 1 A//////////// 2775 Logan Avenue Sources: Esri, TomTom, Gar in, FPO, NOAA, USGS, © OpE ontrihutors, and the GIS User Stri t om'munl / 2775 Logan Avenue Rezone from "A-1" to "R-2" Alycia Ludden Pnnn 177 of R.Z . w'� E APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Applicant's name (please print): Alycia Ludden Address: 2560 51st St Dr Phone: 319-538-4626 Fax: City: Brandon State: Iowa Zip: 52210 Email: alycialuddenCa�gmail.com b. Status of applicant: (a) Owner Q (b) Other 0 (SELECT ONE): If other explain: c. Property owner's name if different than above (please print): Address: Phone: Fax: City: State: Zip: Email: 2. PROPERTY INFORMATION: a. General location of property to be rezoned: 2775 Logan Ave Waterloo, Iowa 50703 b. Legal description of property to be rezoned: UNPLATTED WLOO EAST S 10 A NE NE EXC E 31 RDS S 13-1/3 RDS SEC 11 T 89 R 1 c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): 475x100 and 325x820 d. Area of Proposed Zoning Boundary (Excluding Right of Way): 7.33 acres e. Current zoning: Ag Requested zoning: R2 f. Reason(s) for rezoning and proposed use(s) of property: wanting to convert an existing garage into an ADU g. Conditions (if any) agreed to: h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from rezone request). The filing fee of $300 + $10 per acre ($750 max) (payable to the City of Waterloo) is required (round amount down to nearest $10 increment). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, 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. 3/11 /20 Signat re of Applicant Date 3/11/20 Signa ure of Owner Date Page 178 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution setting date of public hearing as May 5, 2025, on the proposal to acquire right-of-way, permanent easements, and temporary easements for the La Porte Road Reconstruction Phase II Project, generally located on La Porte Road from just south of Plymouth Avenue to Hawthorne Avenue, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The City of Waterloo is looking to move forward with La Porte Road Reconstruction Phase II, the reconstruction of La Porte Road between just south of Plymouth Avenue and Hawthorne Avenue, which will include the need to acquire property from abutting property owners, including some right-of- way, permanent easements, and temporary easements. The project will include federal funding, and as a federal aid project, there are certain steps that have to be followed for the acquisition, including the holding of this public hearing, to which notice must be mailed to certain impacted property owners and notice must be published. Following the public hearing, the Council will then vote on whether to proceed with the project, to make a final selection of the location, to authorize funding for the public improvement project, and determine that there is a reasonable expectation the city will be able to achieve its public purpose, comply with all applicable standards, and obtain the necessary permits. If approved, the City of Waterloo will offer to purchase said property and easements from the property owners for no less than the fair market value of said property interests, and if negotiations are unsuccessful, then the City of Waterloo will acquire the property and easements in accordance with the condemnation procedures prescribed by Iowa Law. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Page 179 of 638 SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Notice to Publish 2. Notice Letter (courtesy) Page 180 of 638 NOTICE OF PUBLIC HEARING FOR PROPOSED PUBLIC IMPROVEMENT Notice is hereby given that on May 5, 2025 at 5:30 p.m. in the council chambers in city hall in the City of Waterloo, Iowa, a public hearing will be held on the proposal to acquire ownership, to acquire permanent easements, and to acquire temporary easements for the La Porte Road Reconstruction Phase II Project. The subject properties are generally located on La Porte Road between just south of Plymouth Avenue and Hawthorne Avenue. The City of Waterloo may acquire part or all of the above -described property interests by condemnation. Following public hearing as described herein, the City of Waterloo will vote on whether to proceed with the project, to make final selection of the location, to authorize funding for the public improvement project, and determine that there is a reasonable expectation the city will be able to achieve its public purpose, comply with all applicable standards, and obtain the necessary permits. If approved, the City of Waterloo shall offer to purchase said property and easements from the property owners for no less than the fair market value of said property interests, and if negotiations are unsuccessful then the City of Waterloo shall acquire the property and easements in accordance with the condemnation procedures prescribed by Iowa law. You are also advised that Iowa law provides you with certain rights with respect to acquisition of your property or any interest therein. If applicable, relocation benefits may also be available to you. A statement of these rights is enclosed with this notice. Questions about the project should be directed to Tim Anderea or Aric Schroeder, Planning and Zoning Department, 715 Mulberry Street, Waterloo, IA 50703, phone (319) 291- 4366. Dated April 10, 2025 Kelley Felchle City Clerk Page 181 of 638 STATEMENT OF PROPERTY OWNER'S RIGHTS Just as the law grants certain entities the right to acquire private property, you as the owner of the property have certain rights. You have the right to: 1. Receive just compensation for the taking of property. (Iowa Constitution, Article I, section 18) 2. An offer to purchase which may not be less than the lowest appraisal of the fair market value of the property. (Iowa Code section 6B.45; Iowa Code section 6B.54) 3. Receive a copy of the appraisal, if an appraisal is required, upon which the acquiring agency's determination of just compensation is based not less than ten days before being contacted by the acquiring agency's acquisition agent. (Iowa Code section 6B.45) 4. An opportunity to accompany at least one appraiser of the acquiring agency who appraises your property when an appraisal is required. (Iowa Code section 6B.54) 5. Participate in good -faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings. (Iowa Code section 6B.3) 6. A determination of just compensation by an impartial compensation commission and the right to appeal its award to the district court if you cannot agree on a purchase price with the acquiring agency. (Iowa Code section 6B.4; Iowa Code section 6B.7; Iowa Code section 6B.18) 7. A review by the compensation commission of the necessity for the condemnation if your property is agricultural land being condemned for industry. (Iowa Code section 6B.4A) 8. Payment of the agreed upon purchase price or, if condemned, a deposit of the compensation commission award before you are required to surrender possession of the property. (Iowa Code section 6B.25; Iowa Code section 6B.26; Iowa Code section 6B.54(11)) 9. Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code section 6B.33; Iowa Code section 6B.54(10)) 10. Reimbursement of certain litigation expenses: (a) if the award of the compensation commissioners exceeds 110 percent of the acquiring agency's final offer before condemnation; and (b) if the award on appeal in court is more than the compensation commissioners' award. (Iowa Code section 6B.33) 11. At least 90 days' written notice to vacate occupied property. (Iowa Code section 6B.54(4)) 12. Relocation services and payments, if you are eligible to receive them, and the right to appeal your eligibility for and amount of the payments. (Iowa Code section 316.9; Iowa Code section 6B.42) The rights set out in this statement are not claimed to be a full and complete list or explanation of an owner's rights under the law. They are derived from Iowa Code chapters 6A, 6B and 316. For a more thorough presentation of an owner's rights, you should refer directly to the Iowa Code or contact an attorney of your choice. Page 182 of 638 CITOF WATERLOO Planning & Zoning April 10, 2025 715 Mulberry St, Waterloo, IA 50703 Q Phone: (319) 291-4366 t. CITYOFWATERLOOIOWA.COM RE: Courtesy notice of intent to commence a public improvement project to construct the La Porte Road Reconstruction Phase II project from just south of Plymouth Avenue to Hawthorne Avenue and to acquire property for the project Dear Property Owner, The City of Waterloo is proposing to commence a public improvement project, which includes the reconstruction of La Porte Road from just south of Plymouth Avenue to Hawthorne Avenue, and will include acquisitions of right-of-way (fee title) as well as both a permanent and temporary easements. Properties acquired for the project will be used for roadway and utility right-of-way. A Public Hearing will be held by the City Council on Monday, May 5, 2025, in the Harold E. Getty Council Chambers on the second floor of City Hall, 715 Mulberry Street If the above -described project is approved by the City Council, the City of Waterloo will be required to acquire property for the project improvement. Private property or portions of private property may have to be acquired for the project, and may be acquired by purchase or condemnation. The City of Waterloo will attempt to purchase the required property by good faith negotiations, but may condemn those properties, which it is unable to purchase. The proposed location of the above -described public improvement is shown on a conceptual drawing, which is available in the office of the Planning and Zoning Department at City Hall, 715 Mulberry Street, and is available for public inspection. The City Council will also approve a preliminary or final route or site location of the proposed public improvement, and make a finding that there is a reasonable expectation that the City will be able to achieve its public purpose, comply with all applicable standards, and obtain the necessary permits. Just as the law grants certain entities the right to acquire private property, you, as the owner of the property, have certain rights. Please see attached for a Statement of Rights. The City will also be conducting a public information meeting on Thursday, April 24, 2025, from 3:00 p.m. to 6:30 p.m. at the Majestic Moon, 1955 Lock Avenue, Waterloo, Iowa (lower level) to gain feedback on the preliminary design and possible property impacts associated with the reconstruction project. If you have any questions on this matter, please contact Tim Andera or Aric Schroeder at the number and address listed above. Thank you for your time. Respectfully, Aric A. Schroeder, City Planner Page 183 of 638 NOTICE OF PUBLIC HEARING FOR PROPOSED PUBLIC IMPROVEMENT Notice is hereby given that on May 5, 2025 at 5:30 p.m. in the council chambers in city hall in the City of Waterloo, Iowa, a public hearing will be held on the proposal to acquire ownership, to acquire permanent easements, and to acquire temporary easements for the La Porte Road Reconstruction Phase II Project. The subject properties are generally located on La Porte Road between just south of Plymouth Avenue and Hawthorne Avenue. The City of Waterloo may acquire part or all of the above -described property interests by condemnation. Following public hearing as described herein, the City of Waterloo will vote on whether to proceed with the project, to make final selection of the location, to authorize funding for the public improvement project, and determine that there is a reasonable expectation the city will be able to achieve its public purpose, comply with all applicable standards, and obtain the necessary permits. If approved, the City of Waterloo shall offer to purchase said property and easements from the property owners for no less than the fair market value of said property interests, and if negotiations are unsuccessful then the City of Waterloo shall acquire the property and easements in accordance with the condemnation procedures prescribed by Iowa law. You are also advised that Iowa law provides you with certain rights with respect to acquisition of your property or any interest therein. If applicable, relocation benefits may also be available to you. A statement of these rights is enclosed with this notice. Questions about the project should be directed to Tim Anderea or Aric Schroeder, Planning and Zoning Department, 715 Mulberry Street, Waterloo, IA 50703, phone (319) 291- 4366. Dated April 15, 2025 Kelley Felchle City Clerk Page 184 of 638 STATEMENT OF PROPERTY OWNER'S RIGHTS Just as the law grants certain entities the right to acquire private property, you as the owner of the property have certain rights. You have the right to: 1. Receive just compensation for the taking of property. (Iowa Constitution, Article I, section 18) 2. An offer to purchase which may not be less than the lowest appraisal of the fair market value of the property. (Iowa Code section 6B.45; Iowa Code section 6B.54) 3. Receive a copy of the appraisal, if an appraisal is required, upon which the acquiring agency's determination of just compensation is based not less than ten days before being contacted by the acquiring agency's acquisition agent. (Iowa Code section 6B.45) 4. An opportunity to accompany at least one appraiser of the acquiring agency who appraises your property when an appraisal is required. (Iowa Code section 6B.54) 5. Participate in good -faith negotiations with the acquiring agency before the acquiring agency begins condemnation proceedings. (Iowa Code section 6B.3) 6. A determination of just compensation by an impartial compensation commission and the right to appeal its award to the district court if you cannot agree on a purchase price with the acquiring agency. (Iowa Code section 6B.4; Iowa Code section 6B.7; Iowa Code section 6B.18) 7. A review by the compensation commission of the necessity for the condemnation if your property is agricultural land being condemned for industry. (Iowa Code section 6B.4A) 8. Payment of the agreed upon purchase price or, if condemned, a deposit of the compensation commission award before you are required to surrender possession of the property. (Iowa Code section 6B.25; Iowa Code section 6B.26; Iowa Code section 6B.54(11)) 9. Reimbursement for expenses incidental to transferring title to the acquiring agency. (Iowa Code section 6B.33; Iowa Code section 6B.54(10)) 10. Reimbursement of certain litigation expenses: (a) if the award of the compensation commissioners exceeds 110 percent of the acquiring agency's final offer before condemnation; and (b) if the award on appeal in court is more than the compensation commissioners' award. (Iowa Code section 6B.33) 11. At least 90 days' written notice to vacate occupied property. (Iowa Code section 6B.54(4)) 12. Relocation services and payments, if you are eligible to receive them, and the right to appeal your eligibility for and amount of the payments. (Iowa Code section 316.9; Iowa Code section 6B.42) The rights set out in this statement are not claimed to be a full and complete list or explanation of an owner's rights under the law. They are derived from Iowa Code chapters 6A, 6B and 316. For a more thorough presentation of an owner's rights, you should refer directly to the Iowa Code or contact an attorney of your choice. Page 185 of 638 END TRAIL CONSTRUCTION END ROADWAY CONSTRUCTION- STA 273+90.00 BEGIN CONSTRUCTION STA 235+79.46 TTA AVE ISNER DR D LIBERTY AVE PATTON AVE BOURLAND ALL AVE LORRAINE AVE EASTON AVE LOCKE AVE LORETTA AVE O t WISNER DR LINDNER DR LEONA AVE COLUMBUS 1 DR RAVENWOOD RD O WILDWOOD RD -' E SAN MARNAN OR LLISTON A BERTCH FOREST HAWTHORNE BYRON GLENNY LIBERTY PATTON MITCHED ANGLEY SOUTHTOWN 5¢ LOCKE HOWARD PLYMOUTH 25 4131:1;14:k- dOURLAND LORRAINE FLAMMANG DR ERCIAL ST MILL ST HAWTHORNE AVE BYRON AVE EMPLE AVE REGAL DEARBORN AVE N N N��g EIGH EASTON E RIDGEWAY AVE SHULTZ DEAR RN AVE_ PARK DR U DEARBORN ▪ AV ALHOUN 5 ID SHULTZ R005EVELT ANN FULTON WYAPDOTI CENTRAL PHILLIP LOCATION MAP Page 186 of 638 CITY OF d ,ATERLOO COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution setting date of public hearing as May 5, 2025, to approve a Site Plan Amendment request by Olsson Engineers, on behalf of Veridian Credit Union, for the construction of a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue, and instruct the City Clerk to publish notice. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting a Site Plan Amendment for the purpose of constructing a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue. The applicant has submitted three site plans, including a revised and a final site plan, which shows a 3-story building 18' 8" tall that is 2,899 square feet along with a 44.5' by 99' Drive -Up Lane area. The site plan shows 61 total parking stalls, which includes 34 standard stalls, 2 ADA stalls, and 25 drive- thru lane stalls with the parking spaces shown to the east, south, and west sides of the proposed building. Banks under 50,000 square feet are required to have at least 1 parking space for each 300 square feet of floor area. The proposed parking complies with the Zoning Ordinance. The site in question is on the corner of Logan Avenue and Heath Street. The site plan shows the entry and access point is from Heath Street. The required trail per the deed along Logan Avenue has been installed. The area is designated for "Commercial" on The Future Land Use Map. Similarly, the immediate vicinity is zoned "C-P' Planned Commercial District or "C-2" Commercial District. Therefore, the request would not alter the essential character of the neighborhood. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the area. The Tots in immediate vicinity of the site in question are zoned either "C-P' Planned Commercial District or "C-2" Commercial District. Page 187 of 638 DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS A public hearing was held by the Planning, Programming, and Zoning Commission on April 8, 2025 and notice was sent to all property owners within 250 feet. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION NORTH CROSSING FOURTH ADDITION LOT 14 ATTACHMENTS 1. 2300 Logan Ave_Veridian Credit Union Site Plan Amendment Page 188 of 638 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL question. TRAIL PLAN AND COMPLETE STREETS POLICY: April 8, 2025 Request by Olsson Engineers on behalf of Veridian Credit Union for a Site Plan Amendment for the construction of a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue. Olsson Engineers, 601 P Street Suite 200, Lincoln, NE 68508 The applicants are requesting to construct a 2,898 square foot banking facility. The request would not appear to have a negative impact on the area. The lots in immediate vicinity of the site in question are zoned either "C-P' Planned Commercial District or "C-2" Commercial District. The development would not appear to have a negative impact on existing pedestrian and traffic conditions in the area. Roads adjacent to the area are Logan Avenue (Highway 63), which is classified as a Principle Arterial, and Heath Street, which is classified as a Local Street. The site is served by Phillip Caldwell Drive, a local street. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: No trails or sidewalks are located adjacent to the site in The site is zoned "C-P" Planned Commercial District and has been since the adoption of ordinance 4856 on February 19, 2007 when it was rezoned from "C-2" Commercial District. North, East, South, and West - "C-P" Planned Commercial District & "C-2" Commercial District. BUFFERS The request would not require any buffer. REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC/OPEN SPACES/SCHOOLS: The request does not appear to have a negative impact on drainage. Shopping centers, restaurants, car wash, and a motel are located to the west and south of the site in question were developed from the late 1990s and mid to late 2000s, and a Baptist temple to the northeast from the early 2000s. Lots to north and east are currently vacant. The property is not located within a floodway and floodplain according to the 2024 FEMA Floodplain Maps. The nearest school is George Washington Carver Academy located 0.9 miles south from the site in question. 2330 Logan Avenue Site Plan Amendment Page 1 of 5 Page 189 of 638 UTILITIES: WATER, SANITARY SEWER, STORM SEWER. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: April 8, 2025 There is a storm sewer and water main adjacent to the site in question along Logan Avenue. There is also water main on the site in question that is 6" in diameter along with a 12' water main on Heath Street and Phillip Caldwell Drive. The Future Land Use Map designates this area as "Commercial." The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area. The applicant is requesting a Site Plan Amendment for the purpose of constructing a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue. The applicant has submitted three site plans, including a revised and a final site plan, which shows a 3-story building 18' 8" tall that is 2,899 square feet along with a 44.5' by 99' Drive -Up Lane area. The site plan shows 61 total parking stalls, which includes 34 standard stalls, 2 ADA stalls, and 25 drive-thru lane stalls with the parking spaces shown to the east, south, and west sides of the proposed building. Banks under 50,000 square feet are required to have at least 1 parking space for each 300 square feet of floor area. The proposed parking complies with the Zoning Ordinance. The site in question is on the corner of Logan Avenue and Heath Street. The site plan shows the entry and access point is from Heath Street. The required trail per the deed along Logan Avenue has been installed. The area is designated for "Commercial" on The Future Land Use Map. Similarly, the immediate vicinity is zoned "C-P' Planned Commercial District or "C-2" Commercial District. Therefore, the request would not alter the essential character of the neighborhood. Engineering commented that per the deed, a sidewalk is required to be installed along Heath Street and a trail required to be installed along Logan Avenue. In addition, the location of one of the storm lines must be changed to split the flows, so it does not overload the pipe it is currently going into. The final site plan addresses the comments made by Engineering. The applicant is not requesting to subdivide the property. 2330 Logan Avenue Site Plan Amendment Page 2 of 5 Page 190 of 638 April 8, 2025 Picture 1: Looking north from Heath Street. Picture 2: Looking northeast from the intersection of Heath Street and Logan Avenue. 2330 Logan Avenue Site Plan Amendment Page 3 of 5 Page 191 of 638 April 8, 2025 Picture 3: Looking south toward the existing McDonald's. Picture 4: Looking northwest along Logan Avenue at trail that has been installed. 2330 Logan Avenue Site Plan Amendment Page 4 of 5 Page 192 of 638 April 8, 2025 STAFF RECOMMENDATION: Therefore, staff recommends that the request by Olsson Engineers on behalf of Veridian Credit Union for a Site Plan Amendment for the construction of a new 2,899 square foot banking facility in the "C-P' Planned Commercial District located at 2300 Logan Avenue, be approved for the following reasons: 1. It would appear the Site Plan Amendment would not have a negative impact on the surrounding area. 2. It would appear the Site Plan Amendment would not have a negative impact on vehicular and pedestrian traffic. 3. The request would be in conformance with the Future Land Use map and Comprehensive Plan for the area. 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, drainage, etc. 2330 Logan Avenue Site Plan Amendment Page 5 of 5 Page 193 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 C-1 li C-2 1 1.C-Z R-4 R 2 1I13 111 IIIS II I IT`CROIX D; C-2,C- R-3 LLR- 5 M-1 W DONALDST �� R-3 co z W DALE ST— —w--�— n—IH cc- -is W LOUISE ST — Ito a C-2 C-P R 74_ R-1 A 1 RALSTON RDr o II C-2 R-2 C-P C-P MISSION-1 ---CIR-- 1 RIDING .TIME S LITCHFIELD AVE P R-4 E DALE ST w R-4,R-P IIii R-4,R-P. 1. ,== ANITAST Q = R-4;R-P CC 1 1 1 1 1 0-61= KEYSTONE ST F1L1 l�= `EDONALD_ST_ M-2 03 . A 230o Logan Avenue Site Plan Amendment Olsson Engineers on behalf of Veridian Credit Union o,,,.,. inn ,,f aoo wbi .''. City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 HEATH ST J / W -J U Q. J Sources: Esri, TomTom, Garmin, FAO, NOAA, US S, © OpenS-reetMap contrrhrors, and the GIS User Community 230o Logan Avenue Site Plan Amendment Olsson Engineers on behalf of Veridian Credit Union Prim- 1 r1S of C.Z Abi wNW' co rn co ti N 0 0 0 U z 0) a) as 0 ii 0 U O , as gc ❑co ❑ co rn c� E 00 o N o � o O o N 0 N ti O2 ow N Q u- ❑ OWNER: VERIDIAN CREDIT UNION 5805 ROCKWELL DR. NE CEDAR RAPIDS, IA 52402 CONTACT: STEVE KLEIN PH: (319)743.6470 APPLICANT: PRIMUS COMPANIES 401 8TH AVENUE SE CEDAR RAPIDS IOWA, 52401 CONTACT: LISA LONG PH: (319)329-5314 PROJECT TEAM: CIVIL ENGINEER: OLSSON, INC. 7157 VISTA DRIVE WEST DES MOINES, IA 50266 CONTACT: JEFF MORRISON PH: (402)458.5615 SURVEYOR: OLSSON, INC. 7157 VISTA DRIVE WEST DES MOINES, IA 50266 CONTACT: JON PITTMANN PH: (515)331.6517 ARCHITECT: FEH DESIGN 951 MAIN STREET DUBUQUE, IOWA, 52001 CONTACT: CHRIS WAND PH: (563)599-6800 UTILITIES: WATER: WATERLOO WATER WORKS 325 SYCAMORE ST. WATERLOO, IA 50703 CONTACT: CHAD COON PH: (232)628.5013 SANITARY SEWER: WATERLOO WATER WORKS 325 SYCAMORE ST. WATERLOO, IA 50703 CONTACT: CHAD COON PH: (232)628.5013 STORM SEWER: WATERLOO WMSD 715 MULBERRY ST. WATERLOO, IA 50703 CONTACT: BRITTNEY HOYER PH: (319)291.4553 TELEPHONE: CENTURYLINK CONTACT: SADIE HULL PH: (918)547.0147 GAS: MIDAMERICAN ENERGY COMPANY P.O. BOX 657 DES MOINES, IA 50303 CONTACT: JORDYN WEBER PH: (319)291.4728 ELECTRIC: MIDAMERICAN ENERGY COMPANY P.O. BOX 657 DES MOINES, IA 50303 CONTACT: JORDYN WEBER PH: (319)291.4728 LEGAL DESCRIPTION: LOTS 13 AND 14 IN NORTH CROSSING FOURTH ADDITION, CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA L GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL APPLICABLE LAWS AND REGULATIONS. 2. ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO SUPPLEMENTAL, PLANS AND DETAILS SHOWN HEREIN, AND THE 2024 IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS). IN THE CASE OF A CONFLICT BETWEEN VARYING SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. 3. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS, STANDARDS, AND SPECIFICATIONS AS APPROVED BY THE APPROPRIATE GOVERNING AGENCY AND OWNER. THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THESE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE OWNER, ENGINEER, AND GOVERNING AGENCY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE SAFETY ON THE PROJECT. THIS SHALL INCLUDE THE SAFETY OF HIS OWN PERSONNEL, SUBCONTRACTORS, ALL VISITORS TO THE SITE, AND THE GENERAL PUBLIC. ALL JOB SITE SAFETY SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, AND ENSURE COMPLIANCE INCLUDING, BUT NOT LIMITED TO, THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 5. THE CONTRACTOR SHALL CONTACT IOWA ONE -CALL AT #811 OR 800-292-8989 A MINIMUM OF 48 HOURS (EXCLUDING WEEKENDS AND HOLIDAYS) IN ADVANCE OF ANY EXCAVATION. 6. THE LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE AND HAVE BEEN SHOWN FROM AVAILABLE SURVEYS AND/OR RECORDS. THERE MAY BE ADDITIONAL UTILITIES PRESENT, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE, EXACT LOCATION/SIZE, ADEQUATELY PROTECT/SUPPORT, AND TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL INCLUDE, AT NO ADDITIONAL COST, ANY POTHOLING OR EXPLORATORY EXCAVATIONS NECESSARY TO LOCATE EXISTING UTILITIES. UTILITIES SHALL BE LOCATED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING FACILITIES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE GOVERNING AGENCY AND/OR THE UTILITY OWNER. 7. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE INDICATED IN THE PLANS, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 8. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES SHOWN IN THE PLANS AND/OR SPECIFICATIONS. DO NOT SCALE DRAWINGS - USE ONLY DIMENSIONS PROVIDED ON THESE PLANS. 9. ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES, AND SHALL PROVIDE ALL WORK AND MATERIALS NECESSARY TO CONSTRUCT THE PROJECT IN ITS ENTIRETY. 10. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL AND THOSE IMPROVEMENTS THAT ARE OUTSIDE THE LIMITS OF THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE THERETO AND SHALL PROVIDE TEMPORARY FENCING, BARRICADES, SUPPORTS, RESTRAINTS, AND /OR BRACING WHERE REQUIRED TO PROTECT EXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED AND/OR REPLACED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE. 11. ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO THE OWNER'S PROPERTY, PUBLIC RIGHT-OF-WAY, PERMANENT EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAINED BY THE OWNER OR OWNER'S REPRESENTATIVES, AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED IN THESE PLANS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE GOVERNING AGENCIES AND LOCAL FIRE DEPARTMENT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS/FIRE SUPPRESSION TAKEN OUT OF SERVICE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SECURITY AND SHALL PROPERLY PROTECT AND BARRICADE THE CONSTRUCTION SITE UNTIL CONSTRUCTION IS COMPLETE. STORAGE, LOSS DUE TO THEFT, OR VANDALISM OF MATERIALS VERIDIAN CREDIT UNION 2300 LOGAN AVE 2300 LOGAN AVENUE WATERLOO, BLACK HAWK COUNTY, IOWA W DALE ST z W co LU W W RALSTON RD 0 1 W (9 F- z O HEATH ST VOLD DR W DONALD ST 0 W W co 0 W FRONTAGE RD w O 0 0 E E PROJECT ~ LOCATION < w 2 w Z ALE > Q ALE DW (/) D w STO z < O co SITE LOCATION MAP SCALE: 1 "=200' W LAKESIDE HOMER ST 12 (!) w J_ z ST KEYSTONE ST co AND EQUIPMENT (SECURED OR UNSECURED) WILL BE SOLELY AT THE CONTRACTOR'S EXPENSE. 15. TEMPORARY POWER, TELEPHONE, AND WATER FOR THE SITE IS THE CONTRACTOR'S RESPONSIBILITY UNLESS OTHERWISE SPECIFIED. 16. CONTRACTOR SHALL REFER TO OTHER DRAWINGS ISSUED BY ARCHITECT, STRUCTURAL, ELECTRICAL, AND MECHANICAL ENGINEERS. ENSURE COORDINATION OF EXACT LOCATION AND DIMENSIONS OF BUILDINGS, EXITS, RAMPS, UTILITY ENTRANCE LOCATIONS AND GRADES AROUND THE BUILDING. IMMEDIATELY NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES. 17. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY TO COMPLETE THE WORK. ALL TRAFFIC CONTROL DEVICES AND METHODS OF CONTROLLING TRAFFIC THROUGH CONSTRUCTION ZONES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD, AND ALL REVISIONS THERETO INCLUDING LOCAL AND STATE SUPPLEMENTS. ADDITIONAL WORK IN THE RIGHT-OF-WAY OR TRAFFIC CONTROL PERMITS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 18. IF UNANTICIPATED HAZARDOUS MATERIALS OF ANY KIND ARE ENCOUNTERED IN THE WORK, THE CONTRACTOR SHALL IMMEDIATELY CEASE ALL CONSTRUCTION OPERATIONS AND NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE FOR FURTHER DIRECTION. 19. ALL DEBRIS RESULTING FROM CONSTRUCTION AND DEMOLITION SHALL BE HAULED OFF SITE AND DISPOSED OF PROPERLY AND LEGALLY. 20. DURING DEMOLITION OPERATIONS, THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES USING MEANS OF THEIR CHOICE. 21. THE CONTRACTOR SHALL CONTINUOUSLY PROVIDE ADEQUATE STORMWATER MANAGEMENT IN ACCORDANCE WITH THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR(S) MUST ADHERE TO GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES AT ALL TIMES. GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES FOCUS ON KEEPING THE WORK SITE CLEAN AND ORDERLY WHILE HANDLING MATERIALS AND WASTE IN A MATER THAT ELIMINATES THE POTENTIAL FOR POLLUTANT RUNOFF. 22. IN ORDER TO ATTAIN FINAL CERTIFICATION OF OCCUPANCY APPROVAL, DOCUMENTATION WILL BE REQUIRED FROM THE GENERAL CONTRACTOR VIA THE GRADING CONTRACTOR/SOIL EROSION CONTROL CONTRACTOR/OR THE PROJECT CIVIL ENGINEER THAT THE PROJECT MEETS THE CURRENT TOPSOIL PERSERVATION REQUIREMENTS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR). 23. AT LEAST ONE WEEK PRIOR TO ANY CONSTRUCTION WITHIN PUBLIC RIGHT R.O.W./EASEMENTS AND/OR ANY CONNECTION TO PUBLIC SEWERS AND STREETS, THE CONTRACTOR SHALL CONTACT THE CITY OF WATERLOO TO SCHEDULE ANY REQUIRED INSPECTIONS. IT IS IMPORTANT TO NOTE CITY APPROVAL OF THIS PLAN IS SUBJECT TO THE APPLICANT OBTAINING ALL NECESSARY EASEMENTS/AGREEMENTS AND APPLICABLE PERMITS. 24. ANY CHANGES TO THE PLANS SHALL BE APPROVED IN WRITING BY THE CITY OF WATERLOO. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE WITHOUT CITY APPROVAL. 25. THE CONTRACTOR SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. 26. APPROVED ACCESS WITHIN 100-FEET OF ALL SIDES OF THE BUILDING SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDING STARTS. THE APPARATUS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE ADAPTED IFC SECTION n502.2 AND SHALL EXTEND TO WITHIN 100-FEET OF ALL EXTERIOR WALLS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. 27. A LIMITED TRAFFIC IMPACT STUDY IS ANTICIPATED FOR THE PROJECT; A TRAFFIC IMPACT STUDY SHALL BE COMPLETED BY THE DEVELOPERS ENGINEER AND APPROVED BY THE CITY OF WATERLOO BEFORE A VERTICAL BUILDING PERMIT WILL BE ISSUED. IF PUBLIC IMPROVEMENTS ARE REQUIRED FROM THE APPROVED TRAFFIC IMPACT STUDY THEN THE PUBLIC IMPROVEMENTS SHALL BE COMPLETED BY THE DEVELOPER'S CONTRACTOR AND ACCEPTED BY THE CITY OF WATERLOO BEFORE A TCO OR CO IS ISSUED FOR THIS PROJECT. REV SHEET INDEX C0.1 COVER SHEET C0.2 EXISTING CONDITIONS AND SITE DEMOLITION PLAN C1.0 SITE PLAN C2.0 GRADING PLAN C2.1 SEDIMENT AND EROSION CONTROL NOTES C2.2 SEDIMENT AND EROSION CONTROL DETAILS C2.3 SEDIMENT AND EROSION CONTROL PLAN C3.0 STORM SEWER PLAN C3.1 STORM SEWER PLAN C3.2 STORM SEWER PROFILE C3.3 UTILITY PLAN C4.0 PAVING SPOT PLAN C4.1 PAVING SPOT TABLE C5.0 CONSTRUCTION DETAILS C5.1 CONSTRUCTION DETAILS C5.2 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE NOTES L1.2 LANDSCAPE DETAILS SITE DATA PROPOSED USE CREDIT UNION PROPOSED LOT SIZE ±1.12 ACRES ±48,836.29 SF BUILDING HEIGHT ±18'-8" PROPOSED GROSS FLOOR AREA 2,899 SF PROPOSED PARKING STANDARD 34 STALLS ADA 2 STALLS DRIVE THRU LANES 25 STALLS TOTAL 61 STALLS BUILDING AREA 2,899 SF PAVEMENT/PARKING/SIDEWALK AREA 28,624 SF TOTAL IMPERVIOUS AREA 32,028 SF (65.6%) TOTAL PERVIOUS AREA 16,808 SF (34.4%) REQUIRED OPEN SPACE (20% SITE AREA) = 9,767 SF OPEN SPACE PROVIDED 16,808 SF (34.4%) ERU CALCULATION (MAXIMUM OF 80) (32,028 SF / 4,000 SF) = 8 COMPREHENSIVE / ZONING INFORMATION ZONING: COMMERCIAL COMPREHENSIVE PLAN: C-P PLANNED COMMERCIAL EAST FRONT YARD SETBACK 20' NORTH SIDE YARD SETBACK 5' SOUTH FRONT YARD SETBACK 20' WEST FRONT YARD SETBACK 20' MAXIMUM HEIGHT (STORIES) 3 STORIES i 0 N '1, O 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1- REVISIONS v : JEFFREY S. '. -'• , MORRISON : _ •. 25808 ,, * • * �, '2//////%/0.WP \\\\\\\� / I ' I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. SIGNATURE: NAME: JEFFREY ST ORRISON MY LICENSE RENEWAL DATE IS DECEMBER 31, 2025. PAGES OR SHEETS COVERED BY THIS SEAL: SHEETS: C0.1 THRU C5.2 02-26-2025 DATE COVER SHEET CN 0 CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C0.1 Page 196 of 638 c) ao rn v N of 2 uJ 0 z 0 a) a) 11 c i.i 0 U -c c)0 ' as gi c I Ow (I) oo r` O o O � oLc) N O N c' r- O2 71- ouJ N Q LL 0 WEST LINE OF THE NW1/4SW1/4 SECTION 12-89-13 0 x HIGHWAY 63 R.O.W. VARIES (CONDEMNATION) BOOK 548 L.D., PAGE 279 ITEM 13 AO ti SD CO CO yr co co I ( 0 u_ -n 0 co T 0 -n 0 0 LL 0 0 I I I 0 u_ 0- O 7,4L17" ,.- -we f _ , Nio /co / G— \ LOT 13 co 10.00' P.U.E. DOC. #2024-00012798 ITEM 25 NORTH CROSSING FOURTH ADDITION O \ DOC. # 2024-00012798 ITEM 25 Oct, \ HIGHWAY 63 R.O.W. VARIES BOOK 547 L.D., PAGE 447 ITEM 12 TRACT D 0 I, 0 LL NOT PART OF PROJECT COMPLETION OF HEATH STREET TO BE DONE BY OTHERS ITEM 13 AREA OF OVERLAP IN TRACT B ITEM 12 AREA OF OVERLAP IN TRACT B 'ems L `83 10.00' P.U.E. DOC. #2024-00012798 ITEM 25 I I I I c) .0 op / / / \ I / I LOT 14 ITEM 13 AREA OF OVERLAP IN DESCRIPTION / / / P-UG 57.83' / w / W / / co P-UG / 0-0 m / a19 REMOVE AND DISPOSE APPROX. 64 LF OF EXISTING CURB AND GUTTER W c SD SD HEATH STREET\ cp cp / THE NORTH 120' OF THE SOUTH 136' OF THE WEST 363' EXCEPT THE WEST 120' THEREOF DOC. # 2017-00007434 (DEEDED TO THE STATE OF IOWA IN BOOK 548 L.D., PAGE 279) ITEM 19 SD TRACT B 0 vv JO Q' rt / 0 0 \ \ \ \ cp cp SD / co - SD SD W / SD — 0 ss SD — N 1 0' 10' 20' SCALE IN FEET 40' i 0 N N 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION Lu Q 0 REVISIONS EXISTING CONDITIONS AND SITE DEMOLITION PLAN 0 Z0 D Z 0 w O o 0 U Z= Qo 00 Ez N CN WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C0.2 Page 197 of 638 0) 00 O) co ti O N 0 I 0 I 0 z 0) a) 17) as 0 c 0 o 0 '3' as gc ❑ w oco ❑ co c 00 4 o N o II O CN O CN O Lc) O2 • Lu N ••Q SD LOGAN AVENUE (US 63) w 0 LL 0 LL 0 LL 0 LL of c9 R35' 10.0' UTILITY EASEMENT 0 LL 20.0' BUILDING SETBACK T T c 0 10 LL 10.0' UTILITY EASEMENT 54.2' L 20.0' BUILDING SETBACK 10' 10.6' 44 441101S- VA" ��•♦♦, R20'Aa�4.�4_ R30 1 1,�♦�, R20' 4�•♦=♦- _R40'- R25' 0 LL 5' 20.0' BUILDING SETBACK NORTH CROSSING FOURTH ADDITION LOT 13 10.6' 64.0' HEATH STREET r 5.0' BUILDING SETBACK R35' 29.0' 5' 10.0' UTILITY EASEMENT Q' 0 d 19.0' 19.9' R5' rn T c 20 8' 0 LEt SD 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK w SD w PAVING LEGEND O# PARKING STALL COUNT PROPERTY LINE i SITE PLAN LEGEND T TRANSITION AREA R ADA RAMP L ADA LANDING S SLOPED SIDEWALK PROPOSED BUILDING OUTLINE PROPOSED 4" SIDEWALK P.C.C. PAVEMENT PROPOSED 7" P.C.C. PAVEMENT PROPOSED 6" P.C.C. PAVEMENT PROPOSED 8" P.C.C. PAVEMENT P-UG 1 10.0' 12 - 40.5' P-UG R1' 40.5' 12.5' P-UG - 2.0' 2 0' DRIVE - UP LANE EXHIBIT SCALE: 1" = 10' I 0' 10' 20' SCALE IN FEET 40' SITE PLAN KEYNOTES \/ 1. PROPOSED BUILDING (REF ARCHITECTURAL PLANS) 2. PROPOSED CANOPY (REF ARCHITECTURAL PLANS) 3. PROPOSED TRASH ENCLOSURE (REF ARCHITECTURAL PLANS) 4. PROPOSED ADA PARKING STALLS 5. PROPOSED IN -LINE ADA SLOPED SIDEWALK (REF DETAIL 9 ON SHEET C4.0) 6. PROPOSED PERPENDICULAR ADA RAMP (REF DETAIL 7 ON SHEET C4.0) 7. PROPOSED ADA PARKING SIGN (REF DETAIL 13 ON SHEET C4.0) 8. PROPOSED 6" CURB AND GUTTER (REF DETAIL 1 ON SHEET C4.0) 9. PROPOSED INTEGRAL CURB/SIDEWALK (REF DETAIL 2 ON SHEET C4.0) 10. PROPOSED VEHICULAR STOP SIGN 11. PROPOSED MONUMENT SIGN (REF ARCHITECTURAL PLANS) 12. PROPOSED BOLLARD, (REF DETAIL ON SHEET C5.2) PAVING NOTES: 1. PROVIDE PORTLAND CEMENT CONCRETE (P.C.C.) AT THICKNESS INDICATED ON PLANS WITH 12-INCH SPECIAL SUBGRADE COMPACTION. ALL EARTHEN SOILS MOISTURE AND DENSITY TO BE BETWEEN OPTIMUM AND +4% OF OPTIMUM. 2. UNLESS PROVIDED FOR IN THE PLANS, CONTRACTOR SHALL DEVELOP A CONCRETE PAVEMENT JOINTING PLAN USING THE PROPOSED SITE PLAN AND SITE CONDITIONS. JOINT LAYOUT SHALL BE IN ACCORDANCE WITH ACI 330R "GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS," AND STANDARD CONSTRUCTION PRACTICES. JOINT DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A PAVEMENT JOINTING PLAN FOR OWNER APPROVAL. 3. ALL SIGNING, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PROJECT TO BE IN CONFORMANCE WITH THE LATEST EDITION OF MUTCD AND ALL REVISIONS THERETO INCLUDING LOCAL AND STATE SUPPLEMENTS. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL ACCESSIBLE AREAS AND ROUTES ARE BUILT IN ACCORDANCE WITH THE PLANS AND THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". THE SITE MAY BE INSPECTED BY CITY PERSONNEL FOR COMPLIANCE WITH THE STANDARDS. 5. ADA ACCESSIBLE PARKING STALLS AND AISLES SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF 2.00% IN ANY DIRECTION. ADA ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2.00% AND A MAXIMUM LONGITUDINAL SLOPE OF 5.00% (UNLESS RAMPS AND LANDINGS ARE PROVIDED PER ADA STANDARDS). CURB RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 8.33% (12:1). ACCESSIBLE MANEUVERING AREAS AT DOORS SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF 2.00% IN ANY DIRECTION. CONTRACTOR SHALL FIELD VERIFY ADA GRADES AND FORM WORK PRIOR TO PLACING ANY CONCRETE. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY SHOWN ON THE PLANS. 6. CONTRACTOR TO COORDINATE ALL PAVEMENT TESTING. 7. PAVING CONTRACTOR TO PLACE TRAFFIC RATED CAPS ON ALL CLEAN -OUTS WITHIN PAVED AREAS. 8. ALL ACCESSIBLE STALLS TO BE PAINTED AND SIGNS INSTALLED. 9. MAINTAIN 2% MAXIMUM CROSS SLOPE ON SIDEWALKS UNLESS OTHERWISE NOTED. ALL SIDEWALKS TO BE 4" P.C.C. PAVEMENT UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL BOX OUT AND ADJUST UTILITY RIMS TO GRADE PER CITY OF WATERLOO SPECIFICATIONS. 11. IF THERE ARE ANY QUESTIONS OR DISCREPANCIES IN THE PLANS CONCERNING PLACEMENT OF PAVEMENT MARKING AND/OR SIGNS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR APPROVAL BEFORE PROCEEDING WITH WORK. 12. ALL ACCESSIBLE PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO ADA GUIDELINES. 13. ALL PAVEMENT MARKING AND SIGNAGE SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. SITE PLAN NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND 0.S.H.A. STANDARDS. 2. ALL WORK AND CONSTRUCTION SPECIFICATIONS FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY SUPPLEMENTAL OF WATERLOO AND THE 2024 IOWA STATEWIDE URBAN DESIGN AND SPECIFICATION (SODAS). IN CASE OF A CONFLICT BETWEEN VARYING SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. 3. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. PAVEMENT CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE 2024 IOWA STATEWIDE URBAN DESIGN AND SPECIFICATION MANUAL (SODAS) AND ALL CITY CODES, SPECIFICATIONS, AND REGULATIONS. 5. ALL PAVEMENT MARKINGS FOR PARKING STALLS SHALL BE 4" WIDE WHITE MARKING, CONFORMING TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD, FEDERAL HIGHWAY ADMINISTRATION) AND ALL REVISIONS THERE TO INCLUDING LOCAL AND STATE SUPPLEMENTS. 6. ALL SIGNING, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON THE DRIVEWAY APPROACHES TO THE PUBLIC STREETS NEED TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE MUTCD AND ALL REVISIONS THERETO INCLUDING LOCAL AND STATE SUPPLEMENTS. 7. CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCES. 8. MONUMENT SIGN SHALL REQUIRE A SIGN PERMIT AND BE APPROVED UNDER SEPARATE REVIEW. i 0 N '1, 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1- 0 REVISIONS SITE PLAN O CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C1.0 Page 198 of 638 zs co rn r- r 71- 0 I 0 0 CD U Z 0) a) -c 173 ns 0 c IL U - O U -5 co • c s= � ❑ W co 71- ❑ co rn co O 4 O N O � o O CN OCN N Lc) O 2 o • Ill N I- LL ❑ \ \ \ SD LOGAN AVENUE (US 63) w co co 0 LL 0 0 o 0 0 LL O LL 111 II 1 10.0' UTILITY EASEMENT � I 20.0' BUILDING SETBACK T 0 C9 r 882.79 LP 10.0' UTILITY EASEMENT II 20.0' BUILDING SETBACK O LL /v 6,6,0 ti 884.25 HP -2.02% co w NORTH CROSSING FOURTH ADDITION LOT 13 - - - - - - r 5.0' BUILDING SETBACK 6(3°I° 4 �, 883.82 HP G 883.25 LP 883.26 HP • co -1.21% -0.98% -1.78% 9, 883 G PROPOSED BUILDING 2,898 SF FFE = 884.10 884 1 881.60 LP - 884 883.50 HP -0.98% 883 \AI \:3° 20.0' BUILDING SETBACK 882.01 LP - w 0.00% 0.00% 0.00% 882.89 HP w 0.00% $g3 v c9 O co HEATH STREET 881 3• oo olo ^. N 6' CO 881.99 LP -1.40% 882 71 881.40 HP \6 0 P-UG c9 c9 0_ c 0 c 0 T C 882.65 HP co 00 cb 7 cb 0 CO CO C 881.10LP G 880 Cb _ 10.0' UTILITY EASEMENT G 0 CO O CO co c9 a 881.13 LP 0 • cb J SD 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK SD v7 w v7 w v7 \ cn w s 0' 10' 20' SCALE IN FEET 40' GRADING NOTES: 1. PRIOR TO ANY GRADING OPERATIONS, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE ADEQUATELY IN PLACE. REFER TO THE EROSION AND SEDIMENT CONTROL PLAN FOR REQUIREMENTS. 2. THE CONTOUR LINES, SPOT ELEVATIONS AND BUILDING FLOOR ELEVATIONS SHOWN ARE TO FINISH GRADE FOR SURFACE OF PAVEMENT, TOP OF SIDEWALKS, TOP OF FLOOR SLABS, ETC. REFER TO TYPICAL SECTIONS FOR MULCH, SOD, PAVING, SLAB AND AGGREGATE BASE THICKNESS TO DEDUCT FOR SUBGRADE ELEVATIONS. 3. ALL TOP OF CURB AND SIDEWALK ELEVATIONS SHALL BE 6" ABOVE GUTTER ELEVATIONS UNLESS OTHERWISE NOTED. IN AREAS WITH SIDEWALK ABUTTING BACK OF CURB, TOP OF CURB ELEVATIONS SHALL BE EQUAL TO SIDEWALK ELEVATIONS. 4. THE CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN ONE FOOT VERTICAL IN THREE FEET HORIZONTAL. 5. CONTRACTOR SHALL GRADE LANDSCAPED AREAS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND SIDEWALKS WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE. SLOPE SHALL BE A 2% MINIMUM. 6. UNLESS OTHERWISE IDENTIFIED IN THE CONTRACT DOCUMENTS, SITE AND BUILDING PAD PREPARATION, GRADING AND EXCAVATION PROCEDURES SHALL CONFORM TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT (PROVIDED BY OWNER). 7. IN CASE OF ANY DISCREPANCIES REGARDING EARTHWORK BETWEEN THE GEOTECHNICAL REPORT (PROVIDED BY OWNER) AND THE SPECIFICATIONS SHOWN IN THESE PLANS, NOTIFY THE ENGINEER IMMEDIATELY. 8. ALL HERBACEOUS VEGETATION AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 8 INCHES AND STOCKPILED FOR LATER USE IN LANDSCAPED AREAS PER 2020 SUDAS SPECIFICATION 2010 AND THE IOWA DNR GENERAL PERMIT #2. 9. A MINIMUM OF 8" OF TOPSOIL IS TO BE PLACED ON ALL NON -PAVED SURFACES WITHIN THE LIMITS OF CONSTRUCTION EXISTING TOPSOIL MAY BE STOCKPILED FOR REUSE. CONTRACTOR SHALL BE RESPONSIBLE TO IMPORT ADDITIONAL SUITABLE TOPSOIL AS REQUIRED. REFER TO SPECIFICATIONS, 2020 SUDAS SPECIFICATION 2010 AND THE IOWA DNR GENERAL PERMIT #2 10. ALL EXISTING PAVEMENT, UTILITIES, BURIED DEBRIS, RUBBLE, AND/OR STRUCTURES/FOUNDATIONS ENCOUNTERED WITHIN AREAS OF DISTURBANCE SHALL BE COMPLETELY REMOVED PRIOR TO OR DURING EARTHWORK OPERATIONS. WASTED MATERIAL SHALL NOT BE BURIED ONSITE WITHOUT THE PRIOR APPROVAL OF THE OWNER. 11. THE UPPER 24" OF ALL UTILITY TRENCHES IN UNPAVED AREAS SHALL BE BACKFILLED WITH COMPACTED COHESIVE SOILS. SEE GEOTECHNICAL REPORT FOR COMPACTION AND MOISTURE RECOMMENDATIONS. 12. FINAL PAVEMENT SUBGRADES SHALL BE PROOFROLLED IMMEDIATELY PRIOR TO THE PLACEMENT OF THE PAVEMENT TO DETECT LOCALIZED AREAS OF INSTABILITY WHICH WILL BE REMOVED AND REPLACE. 13. SUITABLE FILL MATERIALS SHALL BE PLACED IN THIN LIFTS OF 4 TO 8 INCHES LOOSE MEASUREMENT, UNLESS OTHERWISE ALLOWED IN THE GEOTECHNICAL REPORT. 14. IF REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS AND AUTHORIZATION TO DISCHARGE FROM DEWATERING ACTIVITIES. 15. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS AND TRENCHES NEEDED FOR THE CONSTRUCTION OF THE PROJECT USING MEANS/METHODS OF HIS CHOICE. ALL DEWATERING ACTIVITIES SHALL MEET THE GENERAL PERMIT #2 REQUIREMENTS. REFER TO THE GEOTECHNICAL REPORT FOR ANTICIPATED LEVELS OF GROUNDWATER AND DEWATERING. 16. ALL EXCAVATIONS AND TRENCHES SHALL BE SLOPED/SHORED/BRACED FOR PROTECTION OF PERSONNEL IN ACCORDANCE WITH OSHA REGULATIONS AND AT THE CONTRACTORS FULL DISCRETION BASED ON THE SITE CONDITIONS. OPEN EXCAVATIONS SHALL BE ADEQUATELY PROTECTED AND/OR FENCED AS NECESSARY AND FOR THE SAFETY OF THE PUBLIC. 17. ALL FLOOR SLABS SHALL BEAR ON CONTROLLED FILL. 18. CONTRACTOR WILL BE HELD RESPONSIBLE FOR SETTLEMENT DUE TO IMPROPER COMPACTION. 19. THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER IMMEDIATELY IF ANY GRADING WILL TAKE PLACE BEYOND THE LIMITS OF DISTURBANCE. 20. IF THERE ARE TREES ON SITE THAT DO NOT SHOW UP ON THE PLANS, THE CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE OR ENGINEER FOR REMOVAL OR RELOCATION, IF REQUIRED. 21. CONTRACTOR SHALL GRADE ALL LOW SPOTS TO DRAIN. THE CONTRACTOR SHALL INFORM THE APPROPRIATE GOVERNING AGENCY, OWNER AND/OR OWNING REPRESENTATIVE PRIOR TO BEGINNING OF PROOFROLLING. 22. ANY GEOTECHNICAL/TESTING REPORTS SOLICITED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER. 23. GRADING TOLERANCES: BUILDING PAD: -0.0' TO +0.1'; PAVED AREAS -0.0' TO +0.2'; ALL OTHER AREAS: -0.1' TO +0.1' 24. SEE SITE LAYOUT PLAN FOR ADA ACCESSIBLE ROUTES AND PAVING REQUIREMENTS. ALL ADA ACCESSIBLE STALLS/ROUTES SHALL BE CONSTRUCTED PER ADA STANDARDS. 25. ALL ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. TO GET TOP OF CURB ELEVATIONS ADD 6" TO THE ELEVATION SHOWN. 26. THE OWNER SHALL MAINTAIN DETENTION FACILITIES UPON COMPLETION OF THE PROJECT. 27. BACKFILL TO TOP OF CURB AND BACK OF WALK. 28. CONTRACTOR SHALL READ AND FOLLOW THE GEOTECHNICAL SOILS REPORT PROVIDED BY OWNER. 29. PROOF ROLL THE EXPOSED SUBGRADE AND REPLACE WITH COMPACTED FILL TO BOTTOM OF CONCRETE DRIVES, CURBS, WALKS AND BUILDING FLOOR ELEVATION. 30. NATIVE SOILS, AS APPROVED BY GEOTECHNICAL ENGINEER, MAY BE REUSED FOR COMMON FILL AFTER THEY ARE SORTED TO REMOVE ALL DELETERIOUS MATERIALS SUCH AS CONCRETE, BRICKS AND OTHER RUBLE. DELETERIOUS MATERIALS SHALL BE REMOVED FROM PROJECT SITE. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 31. THE UPPER 9-INCHES OF PAVEMENT SUBGRADE FILL SHOULD BE COMPACTED TO A MINIMUM OF 98% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO A MINIMUM OF 95%. LOW -PLASTICITY, COHESIVE FILL SHALL BE COMPACTED AND MAINTAINED AT A WATER CONTENT BETWEEN OPTIMUM AND +4% OF OPTIMUM. 32. POST -CONSTRUCTION VOLUME OF THE DETENTION BASIN WILL NEED TO BE VERIFIED AND PROVIDED TO THE CITY OF WATERLOO BEFORE A FINAL CERTIFICATE OF OCCUPANCY (CO) CAN BE ISSUED. SS w GRADING PLAN LEGEND: 850 851 850 - 851 P-UG SS w SD SD SS SS w w P-UG TEL P-UG CATV FO PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED ELECTRIC LINE PROPOSED STORM SEWER EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE EXISTING CABLE LINE EXISTING FIBER OPTIC PROPOSED RIDGE LINE/BREAK LINE HP HIGH POINT LP LOW POINT i 0 N '1, 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w REVISIONS GRADING PLAN CN CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C2.0 Page 199 of 638 EROSION CONTROL NOTES: 1. THIS PROJECT REQUIRES AN NPDES GENERAL PERMIT NO. 2 FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) ALONG WITH A CONSTRUCTION SITE EROSION & SEDIMENT CONTROL ORDINANCE (COSESCO) FROM THE CITY OF ANKENY. CONTRACTOR NOT TO COMMENCE WORK ON THIS SITE UNTIL AFTER AN ACTIVE PERMIT NUMBER AND COSESCO PERMIT HAS BEEN ISSUED. 2. THE CONTRACTOR SHALL CONTINUOUSLY PROVIDE ADEQUATE STORMWATER MANAGEMENT IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS, ACCESS ROUTES, AND WATERWAYS IN THE VICINITY OF THE JOB SITE CLEAN AND FREE OF ROCKS, SOIL AND DEBRIS. 4. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL 'BEST MANAGEMENT PRACTICES" (BMPS) PRIOR TO ANY SITE PREPARATION WORK (E.G., CLEARING, GRUBBING, DEMOLITION, OR EXCAVATION). 5. THE PLACEMENT OF EROSION AND SEDIMENT BMPS SHALL BE IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN PREPARED FOR THE PROJECT. CONTRACTOR TO ADJUST QUANTITY, LOCATION, AND TYPE OF EROSION AND SEDIMENT CONTROL BMPS AS NECESSARY FOR THE VARIOUS PHASES OF THE WORK AND AS ACTUAL CONDITIONS WARRANT. CONTRACTOR SHALL CONTINUOUSLY MODIFY THE EROSION AND SEDIMENT CONTROL PLAN WITH CURRENT BMPS IN ACCORDANCE WITH THE CONSTRUCTION STORMWATER PERMIT REQUIREMENTS. ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS EMPLOYED BY THE CONTRACTOR AT HIS DISCRETION WILL NOT BE MEASURED OR PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 6. A GROUNDWATER DISCHARGE PERMIT MAY BE REQUIRED FROM THE STATE GOVERNING AUTHORITY PRIOR TO DISCHARGE. 7. APPROVED EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. UNLESS OTHERWISE REQUIRED BY THE STATE'S CONSTRUCTION STORMWATER PERMIT, AT A MINIMUM THE CONTRACTOR SHALL INSPECT ALL BMPS EVERY 7 DAYS. ACCUMULATED SEDIMENT AND CONSTRUCTION DEBRIS SHALL BE REMOVED WEEKLY FROM ALL BMPS, OR AT ANY TIME THAT SEDIMENT OR CONSTRUCTION DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMPS. 8. TOPSOIL AND SUITABLE EARTHEN MATERIALS SHALL BE SEGREGATED AND STOCKPILED WITHIN THE LIMITS OF CONSTRUCTION FOR USE ON AREAS TO BE FILLED AND RE -VEGETATED. ANY AND ALL STOCKPILES SHALL BE PLACED IN AN APPROVED LOCATION AND PROTECTED FROM EROSIVE ELEMENTS USING MEASURES SPECIFIED IN THE EROSION/SEDIMENT CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 9. DISTURBED AREAS AND SOILS THAT WILL BE STOCKPILED FOR MORE THAN FOURTEEN (14) DAYS SHALL BE MULCHED AND SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER IMMEDIATELY. 10. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, PROPERTIES, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 11. A WATER SOURCE MUST BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND AND FOR MEETING COMPACTION REQUIREMENTS. 12. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING SEDIMENT, CONSTRUCTION DEBRIS, AND TRENCH BACKFILL MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. 13. ALL SPILLS INCLUDING, BUT NOT LIMITED TO, PETROLEUM PRODUCTS, SOLVENTS, AND CEMENT SHALL BE CLEANED UP IMMEDIATELY. THE LOCAL CITY/COUNTY AND STATE'S GOVERNING AUTHORITY SHALL BE NOTIFIED IMMEDIATELY. 14. THE CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THE SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF-WAY. ALL MATERIAL EXPORTED FROM THE SITE SHALL BE DISPOSED OF AT A SITE PERMITTED TO ACCEPT SUCH MATERIAL. 15. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED LOCATIONS ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP AND DISPOSED OF AT AN APPROPRIATE LOCATION. 16. CONTRACTOR TO FILE "NOTICE OF DISCONTINUATION" WITH THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) AUTHORITY ONCE THE PROJECT IS COMPLETE, ALL DISTURBED AREAS HAVE BEEN STABILIZED AND TEMPORARY BMPS HAVE BEEN REMOVED. 17. THE CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE OWNER AND LOCAL AUTHORITIES. ANY CONSTRUCTION DEBRIS OR MUD DROPPED INTO MANHOLES, INLETS, PIPES OR TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION. CONSTRUCTION & EROSION CONTROL SCHEDULE: 1. SILT FENCE SHALL BE INSTALLED IN THE PROPOSED LOCATIONS FOR PERIMETER CONTROL. INSTALL UPSTREAM DIVERSIONS, DOWN SLOPE AND SIDE SLOPE PERIMETER CONTROLS. 2. DEMO, CLEARING AND GRUBBING SHALL BE COMPLETED. 3. DETENTION BASIN SHALL BE CONSTRUCTED AND STABILIZED PRIOR TO ANY OTHER SITE EXCAVATION TO MITIGATE SEDIMENT LEAVING THE SITE. 4. SITE SHALL BE ROUGH GRADED. TEMPORARY COVER CROP SHALL BE SEEDED AS REQUIRED. 5. STRUCTURE EXCAVATION AND BUILDING CONSTRUCTION SHALL COMMENCE. DEWATERING ACTIVITIES AND DISCHARGE SHALL BE IN COMPLIANCE WITH THE REQUIRED PERMITS. 6. THE CONTRACTOR/SUBCONTRACTOR LISTED UNDER THE NPDES PERMIT AND APPROVED SWPPP SHALL ENSURE THAT ALL MUD AND ROCK ARE CLEANED OFF OF PUBLIC STREETS DAILY AND PRIOR TO A RAIN EVENT. 7. SITE GRADING SHALL BE COMPLETED AND FOLLOWED UP BY UTILITY AND PAVING CONSTRUCTION ALONG WITH REDISTRIBUTION OF STRIPPINGS. 8. ONCE STORM SEWER IS FINISHED, INLET PROTECTION SHALL BE INSTALLED. 9. EROSION CONTROL SHALL BE INSPECTED AND MAINTAINED UNTIL FINAL GRADING, LANDSCAPING AND STABILIZATION IS ACHIEVED. ONCE FINAL STABILIZATION HAS BEEN ACHIEVED, SEDIMENT CONTROLS SHALL BE REMOVED. i 0 N '1, 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1- REVISIONS SEDIMENT AND EROSION CONTROL NOTES O N WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C2.1 Page 200 of 638 oci rn 0 CV O O U uJ i U z 0) 0 a) 17) ns 0 0 o 0 co gc ❑w co co rn E 4 N o In O 0 O N O N Lc) O 2 ow N Q u- ❑ BMP IMPLEMENTATION SCHEDULE SPECIFIED BMP INSTALLATION REQUIRED MAINTENANCE REMOVAL VEGETATED BUFFER/ FILTER STRIP PRESERVE BUFFER STRIPS NEIGHBORING SENSITIVE AREAS WEED AND PEST CONTROL, MOVING, FERTILIZING, IRRIGATING, AND PRUNING, INSPECT FOR VEGETATION FOR CONTINUED ESTABLISHMENT ADOPT BUFFER INTO FINAL LANDSCAPE CONSTRUCTION ENTRANCE UPON MOBILIZATION OF GRADING CONTRACTOR ADD OR REPLACE ROCK AS REQUIRED TO MAINTAIN FUNCTIONALITY COMPLETION OF STREET PAVING. SILT FENCE IMMEDIATELY FOLLOWING CLEARING AND GRUBBING AROUND PERIMETER REPAIR WASH —OUTS, DOWNED FABRIC, AND REMOVE SEDIMENT WHEN DEPTH IS 14 THE HEIGHT OF THE FABRIC. 95% VEGETATIVE COVER ON UPSTREAM AREAS. DIVERSION DIKE IMMEDIATELY FOLLOWING CLEARING AND GRUBBING AROUND PERIMETER REMOVE SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE 95% VEGETATIVE COVER ON UPSTREAM AREAS. TEMPORARY SEEDING IMMEDIATELY FOLLOWING MAJOR GRADING AND INSTALLATION OF EROSION CONTROL PRACTICES RE —SEED AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER; CONTROL WEEDS; ENSURE GOOD STAND IS MAINTAINED N/A CONCRETE WASHOUT UPON MOBILIZATION OF UTILITY CONTRACTOR REMOVE CONCRETE RUBBLE AS REQUIRED TO MAINTAIN FUNCTIONALITY COMPLETION OF STREET PAVING. STORM DRAIN INLET PROTECTION IMMEDIATELY FOLLOWING INSTALLATION OF STORM SEWER REMOVE SEDIMENT WHEN DEPTH IS 14 THE HEIGHT OF THE FABRIC. COMPLETION OF STREET PAVING. PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING AND INSTALLATION OF EROSION CONTROL PRACTICES RE —SEED AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER; CONTROL WEEDS; ENSURE GOOD STAND IS MAINTAINED N/A HYDROSEEDING/ HYDROMULCHING IMMEDIATELY FOLLOWING FINISHED GRADING INSPECT FOR EROSION, ADD MULCH AND/OR SEED AS NECESSARY N/A MULCHING INSPECT FOR EROSION, ADD MULCH AS NECESSARY UNTIL GRASSES ARE FIRMLY ESTABLISHED N/A SEDIMENT BASIN UPON MOBILIZATION OF GRADING CONTRACTOR CLEAN OUT COMPLETION OF STREET PAVING 'SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). SWPPP INFORMATION COPY OF PROJECT NOI COPY OF NOI AUTHORIZATION LETTER PROJECT NAME: CSW PERMIT NUMBER: SWPPP LOCATION: SWPPP CONTACT NAME: SWPPP CONTACT PHONE NUMBER: WOODEN OR STEEL "T" POSTS III NOTES: 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 1.1. IF POSTING NEAR MAIN ENTRANCE IS INFEASIBLE, THE NOTICE CAN BE POSTED IN A LOCAL PUBLIC BUILDING SUCH AS THE TOWN HALL OR PUBLIC LIBRARY. 1.2. FOR LINEAR PROJECTS, THE SIGN OR OTHER NOTICE MUST BE POSTED AT A PUBLICLY ACCESSIBLE LOCATION NEAR THE ACTIVE PART OF A CONSTRUCTION PROJECT. 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE —OF —TERMINATION (NOT) IS FILED FOR THE PERMIT. 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT—OF—WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. 6. SWPPP LOCATION MUST DETAIL EITHER THE PHYSICAL ON —SITE LOCATION OF THE PHYSICAL SWPPP, OR IF POSTED ONLINE, MUST DETAIL THE WEBSITE ADDRESS, ONLINE LOCATION, OR METHODOLOGY TO OBTAIN THE SWPPP. SWPPP INFORMATION SIGN NOT TO SCALE BERM AROUND PERIMETER COMPACTED EMBANKMENT MATERIAL, TYP. GROUND SURFACE \ \ \ \ \ \ <//\/, 4FroorrAffirgrarArl\ e3;:r "1"/ 1 \\\ /\\ examarwel fA0 (\/,/>\\, OPTIONAL: ORANGE CONSTRUCTION FENCE AROUND WASHOUT STRUCTURE • 4. I~12" PLAN VIEW (2 TO 3.5 IN.) CL CRUSHED ROCK* 3:1 SLOPE 1- z SECTION BERM AROUND PERIMETER COMPACTED EMBANKMENT MATERIAL, TYP. OPTIONAL: ORANGE CONSTRUCTION FENCE CONCRETE WASHOUT AREA DETAIL NO SCALE 70' MIN. A- SIDE VIEW PLAN VIEW 12'-0" (MIN.) 24'-0" (MAX.) 0000 O 0 On° FILTER CLOTH (GEO FABRIC) SECTION A -A 3' 0” 8'X8' MIN. OR AS REQUIRED TO CONTAIN CONCRETE WASTE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. VEHICLE TRACKING CONTROL IS REQUIRED AT CONCRETE WASHOUT ENTRANCE IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3. CONCRETE WASHOUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. 4. WASTE MATERIAL FROM CONCRETE WASHOUT OPERATIONS MUST BE REMOVED ONCE THE MATERIAL HAS REACHED A DEPTH OF 1'. 5. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED WASTE SITE. 6. WHEN CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MAULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT FILTER CLOTH (GEO FABRIC) (2 TO 3.5 IN.) CLEAN RUSHED ROCK* 1 2TO3.5IN.)CLEAN RUSHED ROCK* NOTE: 1. * MUST EXTEND THE FULL WIDTH AND LENGTH OF THE CONSTRUCTION ENTRANCE 2. THE 24'-0" WIDTH IS REQUIRED WHEN THE INGRESS AND THE EGRESS ARE THE SAME CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE PAVEMENT DROP INLET WITH GRATE F 15" MIN. 18" MAX. T NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET SIDEWALK —\\ FLOW LIP OF GUTTER SEDIMENT DEPOSITION ZONE WEIGHTED WATTLE EXISTING OR PROPOSED INLET ENDS SHALL ABUT TIGHTLY TO BACK OF CURB TOP BACK CURB SEDIMENT DEPOSITION ZONE CURB INLET WATTLE PROTECTION SETUP WATTLE MAINTENANCE NOTES: 1. THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. 2. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. 3. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. 40" MINIMUM FENCE POST LENGHT (STEEL 'T' POST) FILTER CLOTH FLOW EMBED GEOTEXTILE A MINIMUM OF 8" VERTICALLY INTO THE GROUND 6' MIN. FROM TOE OF SLOPE GATHER EXCESS AT CORNERS " x 2" STAKE FABRIC VA/VA\Aj, FABRIC EXTENDS 1' MIN. VA���A���� /// r— 5' MIN. (TYP.) WOOD FRAME CROSS BRACE — 3' MIN. SILT FENCE INLET PROTECTION NO SCALE 1 6'-0" MAXIMUM CENTER TO CENTER — FENCE POST SECTION MINIMUM 36" ABOVE GROUND FENCE POST DRIVEN A MINUMUM OF 16" INTO THE GROUND SILT FENCE DETAIL NOT TO SCALE STRAW WATTLE EXISTING SURFACE 2" /// TRENCH FLOW LINE FLOW STORM WATER LINE GROUND WOOD STAKE 24" MINIMUM STRAW WATTLE, WITH STAKE DETAIL NOT TO SCALE STRAW WATTLE NOTES: 1. ENDS OF WATTLES SHALL BE TURNED IN TOWARDS PROPERTY. 2. RECOMMENDED STAKES ARE 1 1/8" WIDE X 1 1/8" THICK X 30" LONG. STAKES SHALL NOT EXTEND ABOVE THE STRAW WATTLE MORE THAN 2". 3. STAKES SHALL BE PLACED EVERY FIVE (5) FEET AND AT LEAST TWO (2) FEET FROM EACH END. i 0 N '1, O 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1- REVISIONS SEDIMENT AND EROSION CONTROL DETAILS z 0 z0 D z I — Et 0 W � 0 U il Q L.I_ 00 Ez LC) CN O CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C2.2 Page 201 of 638 w ao cn co 1` N OI 0 0 tY w 0I Z 0 a) a) w 1 m c i.i 0 U -c 0 gca c a`a)lY 0 w cr) ✓ D oo • E r` 4 O O � o 0 O o • as o2 71- ow N Q Li_ 0 \ \ \ SD LOGAN AVENUE (US 63) \ W 0 c0 0 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK T 0 0 LL 0 0 I II 10.0' UTILITY EASEMENT i 20.0' BUILDING SETBACK cP cP cP cp NORTH CROSSING FOURTH ADDITION LOT 13 cp IP-3 — — r 5.0' BUILDING SETBACK 6, CP 883 co -® op co PROPOSED BUILDING 2,898 SF FFE = 884.10 `884�////////- 884J J 883 co co ?Oa cD 20.0' BUILDING _ SETBACK CO 03 / 23°- • • $g3 cP O cP HEATH STREET CA cc 0 •.I c9 R CO IP-4 2 c0 882 880 P-UG co co i 0 co co co 00 00 CO IP-5 1 a 0 cb t • J SD Q3 / / 10.0' UTILITY EASEMENT rn 20.0' BUILD NG SETBACK I 31 10.0' UTILITY EASEMENT III \ 20.0' BUILDING SETBACK • SD co co cn co cn rn _ 10.0' UTILITY EASEMENT J� 4' \ w rn W s 0' 10' 20' SCALE IN FEET 40' SD OWNER: VERIDIAN CREDIT UNION 1827 ANSBOROUGH AVE WATERLOO, IA 50701-3629 APPLICANT: PRIMUS COMPANIES 401 8TH AVENUE SE CEDAR RAPIDS IOWA, 52401 CONTACT: LISA LONG PH: (319)329.5314 ENGINEER: OLSSON INC. 7157 VISTA DRIVE WEST DES MOINES, IA 50266 PH: (515)331.6517 LEGEND -/060 — PROPOSED MAJOR CONTOUR 1059 PROPOSED MINOR CONTOUR SF LOD SD EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED STORM SEWER EXISTING STORM SEWER INSTALL INLET PROTECTION, SEE DETAIL SHEET C2.7 WATTLE PER SUDAS DETAIL 9040.105 SWPPP INFORMATION SIGN SILT FENCE PER 2020 SUDAS DETAIL 9040.119 STABILIZED CONSTRUCTION ENTRANCE PER 2020 SUDAS DETAIL 9040.20 DRAINAGE ARROW LIMITS OF DISTURBANCE CONCRETE WASHOUT AREA, SEE DETAIL SHEET C2.7 SUMMARY OF EROSION CONTROL SYMBOL/LABLE DESCRIPTION CE-1 CONSTRUCTION ENTRANCE Cw-1 CONCRETE WASHOUT ski SITE INFORMATION SIGN SF - 1-7 SILT FENCE IP - 1-12 INLET PROTECTION sw -1 STRAW WATTLE i 0 N N 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w Q 0 . wZ REVISIONS SEDIMENT AND EROSION CONTROL PLAN _0 z0 D Z I— 0 W � f 0 Z 2 Q 00 Ez N CN WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C2.3 Page 202 of 638 ao rn 0 1- ('1 OI 0 1- U Z a -63 a) a) c I..L 0 o -5 '3' as ow D 0 rn E r-- 4 o N OT 0 Ln 0 NO ON 0o as O2 LU LL Q \ \ Oh' SD \ co W z z 0 0 \ r i ( w co co co / v 0 0 LL 0 LL O O 0 u_ / 0 LL O .1 I 10.0' UTILITY EASEMENT & 1 41 OI I I (9 I I 1 I II II II / , r 7 I 20.0' BUILDING SETBACK 0 T 1 1 I corb 1 12" 2X3 CURB INLET STA: 0+00.00; STORM SEWER 1 RIM= 882.31 SE INV. OUT= 878.55 (12") N: 8856916.666 E: 15476483.264 O 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK �I • J co co W \ co NORTH CROSSING \ FOURTH ADDITION LOT 13 9 12" 2X3 CURB INLET STA: 0+00.00; STORM SEWER 2 RIM= 881.11 E INV. OUT= 878.61 (12") N: 8857044.996 E: 15476587.908 \ 5.0' BUILDING SETBACK 137.04 LF 12" @ 1.03% / \ G 883 1116.14 LF 12" @ 1.00% 883 w w/ ss 882 \ 17 12"X6"TEE STA: 0+37.04; STORM SEWER 2 W INV. IN= 878.23 (12") S INV. IN= 878.23 (6") E INV. OUT= 878.23 (12") N: 8857040.514 E: 15476624.672 881 40.47 LF 12" @ 1.03% op co -884 • b84 884 883 a PROPOSED BUILDING 2,898 SF FFE = 884.10 co co 20.0' BUILDING \ SETBACK �i / S- 2 SS P-UG 883 rTh • •4 -.r I co I 882 L06.81 LF 12" @ 1.03% 6 12" 2X3 CURB INLET STA: 2+05.69; STORM SEWER 2 RIM= 880.67 N INV. IN= 876.49 (12") S INV. OUT= 876.49 (15") N: 8856909.401 E: 15476687.219 u 3 12" 2X3 CURB INLET RIM= 880.64 E INV. OUT= 876.00 (18") N: 8856881.577 E: 15476669.001 102.87 LF 12" © 2.76% aa1 -� - 2 12" 2X3 CURB INLET STA: 1+16.14; STORM SEWER 1 RIM= 881.54 NW INV. IN= 877.39 (12") E INV. OUT= 877.39 (12") N: 8856862.245 E: 15476585.863 HEATH STREET 881 co co 5 12" 2X3 CURB INLET STA: 0+77.50; STORM SEWER 2 RIM= 881.51 W INV. IN= 877.81 (12") S INV. OUT= 877.81 (12") N: 8857035.617 E: 15476664.841 co oo 880 co SS SD 881 / 18.65LF18"@3.05% _ 10.0' UTILITY EASEMENT cb 0 co co / vv 0 CO 0o Ni CO CO CO CO O 1 cb J SD / I / / / / 10.0' UTILITY / EASEMENT co 20.0' BUILDING SETBACK I LI 10.0' UTILITY EASEMENT \ \ 20.0' BUILDING SETBACK V,/ 26 12"X6"TEE STA: 1+84.31; STORM SEWER 2 N INV. IN= 876.71 (12") W INV. IN= 876.71 (6") S INV. OUT= 876.71 (12") N: 8856930.446 E: 15476683.487 31.72LF15"@3.34% SD 0 7 18"X15"TEE STA: 2+37.41; STORM SEWER 2 W INV. IN= 875.43 (18") N INV. IN= 875.43 (15") E INV. OUT= 875.43 (18") N: 8856877.682 E: 15476687.238 36.82 LF 18" @ 3.05% SD 4 EXISTING PUBLIC STRUCTURE FIELD VERIFY EXISTING RIM AND INVERT INFORMATION PRIOR TO LAYING PROPOSED PIPE. STA: 2+19.01; STORM SEWER 1 RIM= 878.45 W INV. IN= 874.55± (12") S INV. OUT= 874.55± (18") (CONTRACTOR TO VERIFY) N: 8856837.151 E: 15476685.630 SD \ / • 0 rn 0 0 SD 8 EXISTING PUBLIC STRUCTURE FIELD VERIFY EXISTING RIM AND INVERT INFORMATION PRIOR TO LAYING PROPOSED PIPE. STA: 2+74.23; STORM SEWER 2 RIM= 878.20 W INV. IN= 874.31 (18") E INV. OUT= 874.31± (18") (CONTRACTOR TO VERIFY) N: 8856869.990 E: 15476723.250 STORM SEWER NOTES 1. FOR DETAILS OF STORM SEWER CONSTRUCTION. SEE 2024 SUDAS SECTION 4020. ALL STANDARD SPECIFICATIONS AND ADDENDUMS SHALL APPLY. 2. ALL PIPE LENGTHS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3. ALL STORM SEWER CONNECTIONS SHALL BE SOIL -TIGHT (MINIMUM). 4. ALL FLEXIBLE STORM SEWER PIPE APPROVED FOR USE ON THIS PROJECT MUST BE INSTALLED IN ACCORDANCE WITH PROJECT REQUIREMENTS, AND MANUFACTURER SPECIFICATIONS (MORE STRINGENT REQUIREMENT SHALL GOVERN). 5. ALL ROOF DRAINS AND/OR DOWNSPOUTS SHALL BE TIED INTO THE PROPOSED STORM SEWER PIPE, UNLESS OTHERWISE NOTED. LATERALS SHALL BE BURIED A MINIMUM OF 18" (TO TOP OF PIPE) AND SLOPE AT 1.0% MIN. 6. ROOF DRAIN CONNECTIONS TO STORM SEWER PIPE SHALL BE ACCOMPLISHED USING PRE -MANUFACTURED FITTINGS (LE. WYE, TEE, ETC.) THAT SHALL BE SOIL -TIGHT AND HAVE SMOOTH INTERIOR WALLS. 7. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF DOWNSPOUTS WITH ARCHITECTURAL DRAWINGS. 8. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY BENDS, FITTINGS, AND/OR CONNECTIONS TO INSTALL A COMPLETE STORM SYSTEM. ALL INCIDENTALS ARE SUBSIDIARY TO THE COST OF THE STORM PIPE. 9. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. A CERTIFIED TESTING AGENCY SHALL PROVIDE COMPACTION TESTING FOR ALL STORM SEWER TRENCHING. 10. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 11. ALL STORM SEWER CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE IN ACCORDANCE WITH 2024 SUDAS SPECIFICATIONS NOTES: ALL PROPOSED STORM SEWER ON SITE IS CONSIDERED A PRIVATE SYSTEM FOR THE NEW DEVELOPMENT. STORM PLAN LEGEND: PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED STORM SEWER PROPOSED ELECTRIC LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE SS SS SD SD SCALE IN FEET 40' SS VV P-UG UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. NO PRIVATE UTILITIES LOCATED, UTILITIES WERE ORDERED TO BE LOCATED PER ONE -CALL. 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION REVISIONS STORM SEWER PLAN 0 CC oil Lu CN CD CN WATERLOO, IA drawn by: JF designed by: project no.: date: 024-07698 02.10.2025 SHEET Page 203 of 638 w co rn 0 1- ('1 OI O -63 UI Z 0 a) a) L 11 c i.i 0 o -5 g+' 0 as a) 0 w vD oo 0 E 4o ,- 0 0 0 O N 0 o N- as o2 o u• N Q LL 9 13 6" X 90° BEND S INV. IN= 880.55 (6") E INV. OUT= 880.55 (6") N: 8856999.369 E: 15476557.688 G 13.00 LF 6" @ 1.00% i 12 6" X 90° BEND E INV. IN= 880.58 (6") N INV. OUT= 880.58 (6") N: 8856996.369 E: 15476557.663 2.00 LF 6" @ 1.00% 11 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. W INV. OUT= 880.60 (6") N: 8856996.352 E: 15476559.663 116.14LF12"@1.00% 5.0' BUILDING f SETBACK 137.04 LF 12" @ 1.03% 14 6"X6"TEE 883 W INV. IN= 880.25 (6") S INV. IN= 880.25 (6") E INV. OUT= 880.25 (6") , N: 8856999.093 E: 15476587.354 29.67 LF 6" © 1.00% -&D 00 LF 6" @ 11.33% • 18 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. E INV. OUT= 880.60 (6") N: 8856996.102 E: 15476586.328 PROPOSED BUILDING 2,898 SF FFE = 884.10 00 0 27 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. E INV. OUT= 880.60 (6") N: 8856935.768 E: 15476586.153 - 884 22 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. S INV. OUT= 880.60 (6") N: 8856934.460 E: 15476563.308 883 3.00 LF 6" @ 3.33% 23 6" X 90° BEND N INV. IN= 880.50 (6") E INV. OUT= 880.50 (6") N: 8856931.461 E: 15476563.282 0 1.00 LF 6" @ 1.00% 19 6" X 90° BEND W INV. IN= 880.59 (6") N INV. OUT= 880.59 (6") N: 8856996.093 E: 15476587.328 884 29 0 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. E INV. OUT= 880.60 (6") N: 8856951.289 E: 15476598.451 IIIif1iii[I11 1 111111111 1 1111 10.48 LF 6" @ 1.00% i 15 6"X6"TEE W INV. IN= 880.15 (6") S INV. IN= 880.15 (6") E INV. OUT= 880.15 (6") N: 8856999.085 E: 15476597.837 P-UG co 0 26.94 LF 6" @ 1.00% 12.57 LF 6" @ 3.58% 20 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. N INV. OUT= 880.60 (6") N: 8856986.519 E: 15476597.837 881 882 41.45LF6"@3.98% P-UG 17.17LF6"@6.64% 00 D 3. 5% 28 6"X6"TEE W INV. IN= 879.46 (6") N INV. IN= 879.46 (6") S INV. OUT= 879.46 (6") N: 8856935.623 E: 15476603.319 ;R4 SD I ss 30 6" X 90° BEND W INV. IN= 880.24 (6") S INV. OUT= 880.24 (6") N: 8856951.246 E: 15476603.450 ss 0 c1.0-115.62 c $$3 24 6"X6"TEE W INV. IN= 879.24 (6") N INV. IN= 879.24 (6") E INV. OUT= 879.24 (6") N: 8856931.123 E: 15476603.281 cb ss co 0 883 reI III P-UG 16 6"X6"TEE W INV. IN= 879.88 (6") S INV. IN= 879.88 (6") N INV. OUT= 879.88 (6") N: 8856999.063 E: 15476624.782 1247LF6' © 5.77% I I 882 21 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. N INV. OUT= 880.60 (6") N 8856986.589 E. 15476624.672 31 CONNECT TO BUILDING ROOF DRAIN COORDINATE WITH MECH. PLANS TO VERIFY EXACT LOCATION AND ELEVATION. S INV. OUT= 880.60 (6") N: 8856950.950 E: 15476624.364 20.00 LF 6' @ 10.10% SD r - 881 SE 25 6"X6"TEE W INV. IN= 878.58 (6") N INV. IN= 878.58 (6") E INV. OUT= 878.58 (6") N: 8856930.947 E: 15476624.195 JSD ss ss 881 59.29 LF 6" @ 3.15% SD 880 ss CO 0 SD CO cb SD co CO H 0 1 STORM SEWER NOTES 1. FOR DETAILS OF STORM SEWER CONSTRUCTION. SEE 2024 SUDAS SECTION 4020. ALL STANDARD SPECIFICATIONS AND ADDENDUMS SHALL APPLY. 2. ALL PIPE LENGTHS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3. ALL STORM SEWER CONNECTIONS SHALL BE SOIL -TIGHT (MINIMUM). 4. ALL FLEXIBLE STORM SEWER PIPE APPROVED FOR USE ON THIS PROJECT MUST BE INSTALLED IN ACCORDANCE WITH PROJECT REQUIREMENTS, AND MANUFACTURER SPECIFICATIONS (MORE STRINGENT REQUIREMENT SHALL GOVERN). 5. ALL ROOF DRAINS AND/OR DOWNSPOUTS SHALL BE TIED INTO THE PROPOSED STORM SEWER PIPE, UNLESS OTHERWISE NOTED. LATERALS SHALL BE BURIED A MINIMUM OF 18" (TO TOP OF PIPE) AND SLOPE AT 1.0% MIN. 6. ROOF DRAIN CONNECTIONS TO STORM SEWER PIPE SHALL BE ACCOMPLISHED USING PRE -MANUFACTURED FITTINGS (LE. WYE, TEE, ETC.) THAT SHALL BE SOIL -TIGHT AND HAVE SMOOTH INTERIOR WALLS. 7. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF DOWNSPOUTS WITH ARCHITECTURAL DRAWINGS. 8. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY BENDS, FITTINGS, AND/OR CONNECTIONS TO INSTALL A COMPLETE STORM SYSTEM. ALL INCIDENTALS ARE SUBSIDIARY TO THE COST OF THE STORM PIPE. 9. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. A CERTIFIED TESTING AGENCY SHALL PROVIDE COMPACTION TESTING FOR ALL STORM SEWER TRENCHING. 10. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 11. ALL STORM SEWER CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE IN ACCORDANCE WITH 2024 SUDAS SPECIFICATIONS NOTES: ALL PROPOSED STORM SEWER ON SITE IS CONSIDERED A PRIVATE SYSTEM FOR THE NEW DEVELOPMENT. STORM PLAN LEGEND: PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED STORM SEWER PROPOSED ELECTRIC LINE EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING ELECTRIC LINE ss ss w w SD - SD w P-UG 0' 5' 10' SCALE IN FEET 20' P-UG ss w UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. NO PRIVATE UTILITIES LOCATED, UTILITIES WERE ORDERED TO BE LOCATED PER ONE -CALL. i 0 N N 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w Q 0 REVISIONS STORM SEWER PLAN - ROOF DRAINS z _0 z0 D z I- 0 0 cc 0 U z Q L.I_ 00 Ez W CV CN WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C3.1 Page 204 of 638 0) ao cn co N OI O F- �i 0 Z 0 -63 a) a) 11 C LL 0 O -5 gas cDE m 0 uJ cr) oo 4o O � o LO O N O N 7o N r- 4 ouJ N Q u- 0 STORM SEWER 1 (-0+25 - 3+00) 885 885 1 EXISTING GRADE @ CENTERLINE OF PIPE 880 880 PROPOSED GRADE @ — CENTERLINE OF PIPE 4 875 875 _ 12" S= 0.01000 _o 42760 870 870 865 '8.55 (12") 865 N 'E.,' N M co Lrs 860 1 STA: 0+00 RIM= 882.31 SE INV. OUT= 87 860 II I Z r O• Lfl � II + — � 7 Q z � + N � Z C Q II Z• Q II z g— N co x Z W 71- co r: - 0+25 890 0+00 1+00 STORM SEWER 2 (-0+25 - 3+00) 2+00 3+00 890 885 885 EXISTING GRADE 880 @ CENTERLINE OF PIPE PROPOSED GRADE @ CENTERLINE OF PIPE 880 J 12" — 875 875 12" 12" - S=0.010,52 18" s_o 03,329 ., ,, 870 870 865 RIM= 880.67 865 CV N N .. v ^N N N - — ,—(NI �_ _�Oo Oo •— irs a0 O � .�� M M " M ...., ( CO co M N M 00 860 I I I 9 STA: 0+00 RIM= 881.11 E INV. OUT= 878 71- © cv N CO cc; co W ao I 26; STA: 1+84.31 N INV. IN= 876.7 W INV. IN= 876.7 S INV. OUT= 876 6; STA: 2+05.69; N INV. IN= 876.41 S INV. OUT= 876 v, ^ co co �� 860 co © co co II II II I— ,—ao II 1.0 •II I— I� + aO� II II II I— N 4 O N II Q—Z0 +O00 Nzz0 ' c~nz_z_z_ Q4zz v~)?zz Q4z � co w cn✓)c co I- z w coccf)Dr - 0+25 0+00 1+00 2+00 3+00 0' 10' 20' SCALE IN FEET 0' 10' 20' SCALE IN FEET 40' 40' 10' 5' 2.5' 0' 10' 5' 2.5' 0' i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1— Q 0 REVISIONS STORM SEWER PLAN - ROOF DRAINS Z _0 z0 D Z I— Cn 0 w0 o 0 U Z Q L.I_ O 0 • z W N O N WATERLOO, IA drawn by: JF designed by: JW/JM project no.: 024-07698 date: 02.10.2025 SHEET C3.2 Page 205 of 638 c) cO rn 0 (NI O I 0 z 0 Z 0 a) a) 0 c i.i 0 U -c O 0 ' co gi Q ow cr) vD oo 0 E 1` 0 4 © N OT 0 0 LO O N 0 r— as 02 LU u-Q 0 0 0 I I I I 17 I I II \ LOGAN AVENUE (US 63) / 00 o 0 0 20.0' BUILDING 0 -n /T SETBACK I I I I 10.0' UTILITY EASEMENT � I 0 00 10.0' UTILITY EASEMENT 1 20.0' BUILDING SETBACK 880 20.0' BUILDING \ SETBACK cP CPo CP 00 HEATH STREET / / / NORTH CROSSING FOURTH ADDITION LOT 13 c cP cP \ r 5.0' BUILDING SETBACK cP SD 00 0 CO CO 10.0' UTILITY EASEMENT () 0 SC c 0 0 0 7 / SD 10.0' UTILITY / EASEMENT / 20.0' BUILDING SETBACK S SS 0 0 10.0' UTILITY EASEMENT co 0) co 0) co c \ co co 0) co 0) co co w w >- z co co 0 z %; X w \ 20.0' BUILD NG SETBACK W SD co co co w 0) co W N 1 0' 10' 20' SCALE IN FEET 40' NOTES: ALL PROPOSED STORM SEWER ON SITE IS CONSIDERED A PRIVATE SYSTEM FOR THE NEW DEVELOPMENT. 6" SANITARY SEWER 885 885 PROPOSED GRADE @ OF PIPE CENTERLINE 880 GRADE @ OF PIPE 880 6 EXISTING CENTERLINE INV.= 880.04 _ 1 _ 6" — — 875 INV.= 880.2. 875 6" 0...„12" .-. 4OO INV.- 876.88 870 CDN cD `—Iz cc)zZ co CD 870 co 11 11 D 0 6,t % N CD 865 ''s 865 CO ^ Z0 0 Z0 © 0 860 1; STA: 0+00 E INV. OUT= 879 3; STA: 1+00 W INV. IN= 873. E INV. OUT= 87 860 -0+25 0+00 4" WATER SERVICE 1+00 890 890 0 ca co 1,- co 0 885 T.5 00 885 1-> �z GRADE OF @ OF PIPE @ PIPE PROPOSED GRADE /- CENTERLINE EXISTING CENTERLINE 880 880 ■ 875 4" INV.= 877.90 875 S_° 4" 4" S'0 04551 04300 s=0.00000 870 870 " v 0 0 865 CO ao N- CO CO I I I I 7; STA: 0+80.47 N INV. IN= 876.01 S INV. OUT= 876 6; STA: 1+12.74 N INV. IN= 877.4. 865 II 0 co III 0 ? O O O u) Z Z co Z Z_ W u) co L co -0+25 0+00 1+00 1+50 2+00 0' 10' 20' SCALE IN FEET 40' 10' 5' 2.5' 0' i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w Q 0 . wz REVISIONS UTILITY PLAN Z 0 z0 D Z I— Cn 0 W � o 0 U Z = Q 0 0 Ez W 0 N WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C3.3 Page 206 of 638 0) ea a) 0 ti N of O H 11 U)I 0 Z 0 L7 -63 a) a) 11) L7 n3 11 c I..L 0 Q _ o -c gE 07) O uJ o L7 0o rn r` 4o N 6 o L) No co• N o o - LU N I- Q 0 Li- 0 0 - n 0 - n 0 - n 0 -n 0 0 LL W 0 0 0 0 LL 20.0' BUILDING SETBACK 0 0 LL 0 LL 0 0 LL 0 O 0 LL O T 0 155 883.62 SWLK/ME I I I I I I 20.0' BUILDING SETBACK 153 883.89 SWLK 151c. 884.00 SWLK 150 883.90 SWLK 149 883.61 SWLK 148 883.60 SWLK/ME 16 883.60 TC 10.0' UTILITY EASEMENT 15 884.25 TC 154 883.77 -\-4-1 SWLK/ME 152 884.04 SWLK 145 884.15 SWLK 146 883.95 SWLK 19�883.29 TC 13 882.79 TC/LP 10.0' UTILITY EASEMENT 143 883.84 SWLK 147 883.51 SWLK/ME 144 883.96 SWLK 141 883.74 SWLK 140 883.73 SWLK 81 883.82 TC 80 883.68 TC 92 883.37 TC 93 883.25 TC 12 883.17 TC 142 883.84 SWLK 139 883.83 / SWLK ov 79 883.57 TC 17 882.99 TC 82 883.45 TC 78 883.80 TC 77 883.80 �x TC 76 883.80 TC 75 883.80 TC 91 883.48 TC 11 883.26 TC 94 883.50 TC 138 883.65 SWLK 137 883.55 SWLK 114 883.89 SWLK 74 883.80 TC 90 883.70 TC 95 883.43 TC 122 883.92 SWLK x 121 883.92 SWLK 120 883.91 SWLK 114 / 883.94 J SWLK 116 109 4.10 883.94 SWLK 884.10 108 , : /�j// BLDG BLDG 118 r4.04 DG BL188417 /^K - .10 DG 0 PROPOSED BUILDING 2,898 SF FFE = 884.10 115 883.89 SWLK 73 883.69 TC 96 883.48 TC 111 110 113 883.93 x 883.99 883.81 SWLK SWLK SWLK 106 883.81 SWLK 112 883.81 SWLK 72 883.69 TC 135 882.27 -\ SWLK 136 1 882.16 SWLK 107 883.99 71 I 883.69 TC 97 882.91 TS 83 882.04 TC JJ]]]I 105 104 - x - 883.39 883.39 SW LK WLK -_ 20.0' BUILDING - SETBACK 70 883.26 TS 69 / 883.26 / TS 18 881.60 TC/LP 84 882.98 TC 103 883.84 SWLK x 101 883.73 SWLK 85 883.77 TC 86 884.10 TC 57 883.80 TC 55 884.10 TC 87 884.10 TC 88 884.10 TC 54 884.10 TC 59 884.10 TC 102 883.74 SWLK 98 J 882.91 TS 2 881.11 TC/ME 1 880.72 TS/ME 4 882.40 TC 68 883.72 TC 99 883.61- SWLK 67 883.46 TC 66 883.35 TC 6 882.89 TC 7 882.65 TC 8 882.01 TC/LP 126 881.28 - TC 100 883.60 SWLK 65 883.25 TC 5 882.79 TC 124 881.43 TC 58 883.80 TC 60 883.83 TC 61 883.33 TS 62 883.21 TS 63 883.70 TC 64 883.48 TC 3 881.45 TC 123 880.90 TS 125 880.85 TS 35 880.12 TS/ME 49 884.10 TC 56 884.10 TC 53 884.10 TC 50 884.10 TC 30 881.94 TC 31 880.99 TC 129 880.18 TS 128 880.07 TS 34 879.43 -\ TS/ME 46 883.10 TC 44 883.12 - TC 48 - 884.00 TC O 0 51 884.10 TC 29 882.11 TC O 0 47 884.10 TC 52 884.10 TC 42 883.86 TC 19 882.57 TC 45 883.12 TC 43 x% 882.92 TC 40 41 883.98 882.74 TC �x x� TC 38 T39 883TC �x V 8C2.56 37 36 882.25 882.15 TC TC 20 882.12 TC 21 881.99 TC/LP 27 881.57 TC 28 881.10 TC/LP 22 882.36 TC 1 c G) c 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK 23 882.65 TC 24 882.06 TC 26 881.40 TC 130 880.90 TC 132 879.18 SWLK 25 881.13 TC/LP LL 10.0' UTILITY EASEMENT 20.0' BUILDING SETBACK J 127 880.14 TC 32 879.31 TC/ME 33 878.90 TS/ME 131 879.08 SWLK _ 10.0' UTILITY EASEMENT W 0 133 878.15 k� SWLK/ME 134 878.09 SWLK/ME 0 r- N_N_ 0' 5' 10' SCALE IN FEET 20' i 0 N N 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION W Q 0 o W Z REVISIONS PAVING SPOT PLAN CN WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C4.0 Page 207 of 638 0) rn O N 0 0 0 U z 0) a) 17) as 0 0 i.i 0 U .0 O U ' as Q C ❑ w oco • ❑ c rn ce. E 71- o N o O (NJ O N O N ti O 2 ow N Q u- ❑ POINT TABLE POINT # NORTHING EASTING ELEVATION FULL DESCRIPTION 1 8856833.0911 15476577.7135 880.718 TS/ME 2 8856836.3958 15476577.7143 881.114 TC/ME 3 8856856.2268 15476597.8155 881.450 TC 4 8856875.1659 15476597.9753 882.397 TC 5 8856880.2079 15476593.0176 882.786 TC 6 8856880.2247 15476591.0177 882.886 TC 7 8856877.2502 15476587.9925 882.650 TC 8 8856861.2507 15476587.8575 882.010 TC/LP 9 8856861.6303 15476542.8591 882.455 TC 10 8856862.0100 15476497.8607 882.900 TC 11 8856883.5314 15476497.9990 883.264 TC 12 8856887.5755 15476495.9832 883.170 TC 13 8856915.1547 15476482.2760 882.790 TC/LP 14 8856965.4056 15476482.7168 883.293 TC 15 8857012.1396 15476483.1267 884.250 TC 16 8857036.8010 15476493.5864 883.598 TC 17 8857046.8431 15476518.4207 882.987 TC 18 8857046.2568 15476587.9182 881.597 TC/LP 19 8857045.8476 15476636.4165 882.567 TC 20 8857038.6706 15476657.3569 882.120 TC 21 8857036.6200 15476663.3393 881.990 TC/LP 22 8857036.3926 15476690.1178 882.360 TC 23 8857006.4641 15476689.9074 882.650 TC 24 8856968.1320 15476689.6379 882.060 TC 25 8856908.3970 15476689.2180 881.130 TC/LP 26 8856908.4954 15476675.2114 881.400 TC 27 8856903.5377 15476670.1764 881.573 TC 28 8856879.5586 15476669.9741 881.104 TC/LP 29 8856879.9210 15476627.0164 882.110 TC 30 8856874.9634 15476621.9744 881.937 TC 31 8856855.9350 15476621.8139 880.985 TC 32 8856835.7678 15476641.6882 879.308 TC/ME 33 8856833.0911 15476641.6832 878.902 TS/ME 34 8856833.0911 15476621.9216 879.433 TS/ME 35 8856832.3293 15476597.8685 880.118 TS/ME 36 8856909.8019 15476641.2690 882.152 TC 37 8856909.8187 15476639.2691 882.246 TC 38 8856950.8173 15476639.6149 883.862 TC 39 8856950.8134 15476641.6150 882.562 TC 40 8856968.4833 15476639.7640 883.981 TC 41 8856968.4664 15476641.7639 882.738 TC 42 8856986.1494 15476639.9130 883.862 TC 43 8856986.1420 15476641.9130 882.915 TC 44 8857006.8153 15476640.0874 883.122 TC 45 8857006.7984 15476642.0873 883.122 TC 46 8857007.8068 15476641.0958 883.098 TC 47 8856986.2548 15476627.4121 884.100 TC 48 8856989.2802 15476624.3855 884.000 TC 49 8856986.3054 15476621.4123 884.100 TC 50 8856950.9734 15476621.1142 884.100 TC 51 8856947.9482 15476624.1406 884.100 TC 52 8856950.9227 15476627.1140 884.100 TC 53 8856953.0576 15476611.1328 884.100 TC 54 8856953.0745 15476609.1329 884.100 TC 55 8856985.4067 15476609.4057 884.100 TC 56 8856985.3898 15476611.4056 884.100 TC 57 8856986.3982 15476610.4141 883.800 TC 58 8856952.0661 15476610.1244 883.800 TC 59 8856945.1899 15476599.0660 884.100 TC 60 8856929.6597 15476598.9350 883.830 TC 61 8856929.1547 15476599.0307 883.330 TS 62 8856923.1599 15476598.8802 883.206 TS 63 8856922.6642 15476598.3760 883.700 TC 64 8856909.1647 15476598.2621 883.481 TC 65 8856904.2070 15476593.2201 883.246 TC POINT TABLE POINT # NORTHING EASTING ELEVATION FULL DESCRIPTION 66 8856904.2239 15476591.2202 883.346 TC 67 8856907.2491 15476588.2456 883.456 TC 68 8856923.2485 15476588.3805 883.716 TC 69 8856922.8245 15476579.3766 883.256 TS 70 8856922.9004 15476570.3770 883.256 TS 71 8856923.4735 15476561.7148 883.690 TC 72 8856923.5658 15476550.7665 883.690 TC 73 8856923.7631 15476527.3827 883.690 TC 74 8856925.7799 15476525.3997 883.797 TC 75 8856941.0370 15476525.5284 883.797 TC 76 8856952.0333 15476525.6211 883.797 TC 77 8856965.0327 15476525.7308 883.797 TC 78 8857004.7771 15476526.0661 883.797 TC 79 8857004.9121 15476510.0667 883.570 TC 80 8857007.8855 15476507.0921 883.679 TC 81 8857012.9371 15476507.1343 883.819 TC 82 8857022.8524 15476517.2183 883.448 TC 83 8857022.2576 15476587.7158 882.038 TC 84 8857010.1568 15476599.6141 882.980 TC 85 8856993.5113 15476599.4737 883.768 TC 86 8856986.4919 15476599.4145 884.100 TC 87 8856961.8470 15476599.2065 884.100 TC 88 8856957.4939 15476599.1698 884.100 TC 89 8856918.7802 15476525.3406 883.702 TC 90 8856923.8222 15476520.3830 883.702 TC 91 8856923.9150 15476509.3834 883.482 TC 92 8856920.9404 15476506.3582 883.372 TC 93 8856914.8542 15476506.3072 883.250 TC 94 8856904.8566 15476516.2228 883.500 TC 95 8856904.8060 15476522.2226 883.427 TC 96 8856907.7806 15476525.2478 1 883.482 TC 97 8856904.4267 15476561.5349 882.906 TS 98 8856904.2775 15476579.2202 882.905 TS 99 8856923.2021 15476593.8803 883.606 SWLK 100 8856922.7021 15476593.8761 883.596 SWLK 101 8856929.2019 15476593.9310 883.726 SWLK 102 8856929.7019 15476593.9352 883.736 SWLK 103 8856929.2483 15476588.4312 883.836 SWLK 104 8856929.3242 15476579.4315 883.386 SWLK 105 8856929.4001 15476570.4318 883.386 SWLK 106 8856929.4733 15476561.7654 883.810 SWLK 107 8856934.4731 15476561.8076 883.990 BLDG 108 8856940.8062 15476561.8610 884.100 BLDG 109 8856940.8990 15476550.8614 884.100 BLDG 110 8856934.5659 15476550.8080 883.990 SWLK 111 8856932.5142 15476550.7903 883.935 SWLK 112 8856929.5914 15476547.7659 883.810 SWLK 113 8856929.7038 15476534.4331 883.810 SWLK 114 8856932.6772 15476531.4585 883.887 SWLK 115 8856938.0622 15476531.5035 883.893 SWLK 116 8856941.0368 15476534.5287 883.939 SWLK 117 8856951.8986 15476550.9542 884.100 BLDG 118 8856951.9520 15476544.6211 884.038 BLDG 119 8856952.0364 15476534.6215 883.940 SWLK 120 8856955.0616 15476531.6469 883.908 SWLK 121 8856964.9821 15476531.7306 883.917 SWLK 122 8857004.7265 15476532.0659 883.917 SWLK 123 8856850.1729 15476597.3490 880.896 TS 124 8856854.6559 15476597.7404 881.432 TC 125 8856845.2146 15476594.9987 880.848 TS 126 8856842.0736 15476591.7762 881.280 TC 127 8856841.7599 15476627.5376 880.143 TC 128 8856844.9719 15476624.3859 880.073 TS 129 8856849.9637 15476622.1519 880.183 TS 130 8856854.4539 15476621.8564 880.905 TC POINT TABLE POINT # NORTHING EASTING ELEVATION FULL DESCRIPTION 131 8856844.6600 15476662.1630 879.082 SWLK 132 8856849.6258 15476662.2049 879.180 SWLK 133 8856849.3070 15476699.9900 878.147 SWLK/ME 134 8856844.3480 15476699.9400 878.091 SWLK/ME 135 8856850.5660 15476550.7496 882.272 SWLK 136 8856845.5802 15476550.7251 882.163 SWLK 137 8856845.9652 15476504.1065 883.547 SWLK 138 8856850.9592 15476504.1502 883.647 SWLK 139 8856856.8163 15476490.1767 883.829 SWLK 140 8856853.2867 15476486.6353 883.726 SWLK 141 8856854.0948 15476485.8272 883.737 SWLK 142 8856857.6303 15476489.3627 883.840 SWLK 143 8856859.4633 15476476.0821 883.841 SWLK 144 8856864.7891 15476474.5399 883.960 SWLK 145 8856854.6278 15476469.9830 884.148 SWLK 146 8856850.5991 15476469.9490 883.947 SWLK 147 8856841.8550 15476468.9059 883.506 SWLK/ME 148 8856842.8096 15476458.8332 883.599 SWLK/ME 149 8856843.1593 15476458.9380 883.612 SWLK 150 8856851.5211 15476460.2005 883.896 SWLK 151 8856854.6283 15476460.2267 884.000 SWLK 152 8856869.7986 15476470.1110 884.038 SWLK 153 8856869.8010 15476460.3547 883.889 SWLK 154 8856896.9440 15476470.3400 883.770 SWLK/ME 155 8856897.0263 15476460.5844 883.617 SWLK/ME TABLE LEGEND ME MATCH EXISTING TC TOP OF CURB TS TOP OF SLAB LP LOW POINT SWLK EDGE OF SIDEWALK BLDG EDGE OF BUILDING i 0 N '1, O 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w REVISIONS PAVING SPOT TABLE LC) N O CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C4.1 Page 208 of 638 0) rn c- O N J 1- 0 I 0 z 0 0) a) 17) as 0 c 0 of co g= ow oco c rn E • o N o In O CN N O N ti O 2 ow N Q u- 0 JOINT SEALER & SAW CUT TO BE USED ON PORTLAND CEMENT CONCRETE PAVEMENT ONLY. (NOT USED WHEN CURB IS INTEGRAL) 1/2" R EXPANSION JOINT APPLY JOINT SEALANT TOP OF SLAB (T.S..) ON SIDEWALKS T + 6" TOP OF SLAB (T.S.) ON PARKING LOT T 4.5" 4 L R5/16" 44 4 4 .11 4 4 9" 5" R 24" 1/2' 12" Mew NO. 4 BARS 2' LONG © 5' CTRS. (NOT USED WHEN CURB IS INTEGRAL) JOINT SEALING FILLER 2T/3 2T/3 r T/3 1 STANDARD 24" CURB & GUTTER NOT TO SCALE R1/4" T/3 15" 15" KEYED TYPE JOINT #4 X 2'-6" TIE BARS AT 3'-0" CTRS. 13 1/2" TIE PINS KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT POURED AT THE SAME TIME. JOINT SEALING FILLER 2T/3 da T T/3 KEY TYPE WIDTH OF SAW BLADE #4 X 2'-6" TIE BARS AT 3'-0" CTRS. T/3 44 4 15" 15" 13 1/2'' TIE WHEN TWO ADJACENT LANES ARE POURED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE TWO LANES SHALL BE SAWED. FLARED END SECTION FLOW SAWED PLAN L L FLOWLINE OF OPEN CHANNEL ELEV. PER PLANS PINS ROCK RIP —RAP GEOTEXTILE FILTER FABRIC FLOWLINE OF OPEN CHANNEL ELEV. PER GRADING N PLANS ���— •‘IIIIP41:o 0' "•I ELEVATION 5'-0"— PAVEMENT 5" THICK PCC SIDEWALK REINFORCEMENT WIRE MESH (6 X 6 —W1.4 X W1.4 WWF) R1" 6„ 4 1/2'' 44f //, \///,///, \///, /// //: TOP OF SLAB (T.S.) JOINT SEALING MATERIAL VA /A /A/VAA \A/vA%/ /1 GEOTEXTILE FILTER FABRIC MUST EXTEND AT LEAST 6" FROM END OF APRON 9„ 4 1/2'' a CONTINUOUS #4 BARS BARRIER 6" CURB & SIDEWALK NOT TO SCALE JOINT SEALING FILLER WIDTH OF SAW BLADE T/4 T NOTES: 1. CONTRACTION JOINTS SHALL BE SAWED. 2. CONTRACTION JOINTS SHALL BE PLACED AT NO MORE THAN 15' INTERVALS. CONTRACTION JOINT 2T/3 4 a 4 4 T/3 15" • 15" KEYWAY OR THICKENED SLAB AS DIRECTED BY ENGINEER. TRANSVERSE CONSTRUCTION JOINT JOINT SEALING FILLER DIRECTION OF KEYWAY SLOT OPTIONAL #4 X 2'-6" TIE BARS AT 4'-0' CTRS. 4 4 13 1/2'' TIE PINS PIPE (DIA.) E W1 W2 LENGTH (L) MEDIASIZEN TONE DEPTH OF APRON (D) 12" 3' 13' 12' 12" 18" 15" 3'-9" 16' 15' 12" 18" 18" 4'-6" 20' 18' 12" 18" 24" 6' 26' 24' 15" 24" 30" 7'-6" 32' 30' 18" 24" 36" 9' 39' 36' 24" 36" 42" 10'-6" 44' 40' 24" 36" 48" 12'-0" 50' 48' 24" 36" 66" 16'-6" 59'-6" 54' 24" 36" 72" 18'-0" 66' 60' 24" 36" ROCK RIP -RAP FOR RCP/HDPE OUTLET CONDITIONS NOT TO SCALE TYPE "B" SAWING EXISTING CONC. PAVEMENT T If *4 BARS 2'-6" LONG AT 4'-0" CENTERS, TO BE DRILLED AND GROUTED INTO EXISTING PAVEMENT JOINT SEALING MATERIAL 1/4"R aT/2�8 PROPOSED CONCRETE PAVING TIE BAR PINS PROPOSED AND EXISTING PAVEMENT DETAIL FOR UNDER PINNING NOT TO SCALE 1/2" EXISTING GROUND LINE TRENCH WALL FINAL BACKFILL INITIAL BACKFILL HAUNCH - 4" — 6" BEDDING SUITABLE FOUNDATION JOINT SEALING FILLER 1" PREFORMED EXPANSION JOINT FILLER - 3' 0” MIN. 1' 1' MIN. MIN. O.D. PIPE T °ad 4 4,1 4 4 e 4 e a e #4 BARS 2'-6" LONG AT 4'-0" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING PAVEMENT. R1 /4" T EXISTING CONCRETE PAVEMENT 4 4 4 a 4 r da 4 4 44 a 44 4 a4 4 4 a 4 T 42 4' —0" 6 6 - 4' 0” PROP. CONCRETE PAVING TIE BAR PINS PROPOSED TO EXISTING PAVEMENT 7/8' 16 GAGE METAL EXPANSION JOINT — 3/4" U T/3 f 13 1 /2" TIE BAR PIN DETAIL TINED SURFACE 4'-0" 6'-0" MIN. PER /FLAN (6" RISE) E JOINT SEALING FILLER (HOT POURED TYPE) 1" PREFORMED EXPANSION JOINT FILLER TYPICAL PERPENDICULAR RAMP PROFILE 1 )f f 45°0'0»' 45.O'O,,, 6. 8. TOP VIEW 1/4" 7. TOP OF CURB GUTTER FLOW 12" TYP. NOTE: ALL RAMP AREAS SHALL BE 6" THICK. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR AS PART OF THE WORK FOR CONCRETE SIDEWALK. THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEMS THAT WORK IS BEING PAID. TRENCH WALL /� j�� j/VA//, // /i\// MIN. COVER 6" MIN. SPRINGLINE HPDE PIPE BEDDING NOT TO SCALE TO BE USED AT THE END OF RETURN ON THE NON —THROUGH LEG OF A T—INTERSECTION AND AS PER ENGINEER AT THE END OF CURVES. NOTES 1. THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. 2. DOWEL BARS SHALL BE EPDXY COATED AND A MINIMUM OF 18" IN LENGTH. 3. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHERS SHALL BE SMOOTH. 4. FOR LOAD TRANSFER DEVICES IN LANES OTHER THAN THE 13' LANES SHOWN, MAINTAIN THE SPACING OF THE 18" DOWEL BARS AT 1' INTERVALS. 5. THE ENDS OF THE DOWEL BASKET WIRE SHALL NOT BE LESS THAN 3" FROM THE EDGES OF THE PAVEMENT OR THE LONGITUDINAL JOINT. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH 1 /4" RADIUS AT TIME OF CONCRETE PLACEMENT. EXPANSION JOINTS SHALL NOT BE SKEWED. T = PAVEMENT THICKNESS CONCRETE PAVING JOINT DETAILS NOT TO SCALE 2.0% MAX CROSS SLOPE 0.5" LIP MAX. BACK OF CURB 10% MAX GREENSPACE 1' M " MAX. Dogo0o0o tDb00o0o0 1:12 MAX w Z 0 J U) 1.5" MAX (TYP) BACK OF CURB - 10% MAX GREENSPACE 1' TYPICAL PERPENDICULAR CURB RAMPS NOT TO SCALE i 0 N '1, O 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w 1- 0 REVISIONS CONSTRUCTION DETAILS z 0 z0 D z 1— O Cn W C 0 U z Q O 0 Ez W CN O WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C5.0 Page 209 of 638 0) rn co 0 0 J 1- i 0 z 0) a) 17) as 0 c 0 o 0 +� U 7 gc ❑w oco 71- D co rn • o N O Lf) O CN N O N ti o 2 71- ow N Q u- ❑ TRAFFIC WHITE W/ PAINT GLASS BEADS (TYP.) NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS. CD - HANDICAP PARKING SIGN — SLOPED SIDEWALK BACK OF CURB HANDICAP PARKING PAVEMENT MARKING NOT TO SCALE — 6.00' 4" WIDE YELLOW PAINTED STRIPING TO BE AT 45° AT 18" OC (TYP.) PAINTED HANDICAP SYMBOL (TYP.) SEE DETAIL THIS SHEET 10 X Q N H— 9.00' —H 9.00' VAN ACCESSIBLE PROPOSED CONCRETE SIDEWALK 19.00' TYPICAL HANDICAPPED PARKING STALL THREADED PVC CLEANOUT PLUG FINISHED GRADE 1.00' L NOT TO SCALE 2' LENGTH STRAIGHT PIPE ° ° o ° ° ° ° ° ° O°O o ° o 0 o ° DIRECTION OF FLOW ° 22.5° BEND i < ° o ° oo0° o o 0 0 O 0 o° ° ° o °.fo ° o 0 ki o °O ° O ° 0 0 ° WYE 8" SANITARY SEWER 22.5' BEND CRUSHED STONE INSTALL 8" PLUG SANITARY SEWER CLEAN -OUT NOT TO SCALE O PARALLEL SLOPED SIDEWALK: MAXIMUM CROSS SLOPE OF 2%. THE LENGTH OF THE PARALLEL SLOPE SIDEWALK IS NOT REQUIRED TO EXCEED 15 FEET, REGARDLESS OF RESULTING SLOPE. DO NOT EXCEED 5%. 02 LANDING: MAXIMUM SLOPE OF 2% IN ANY DIRECTION. NOTES: THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE SLOPED SIDEWALK. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE SLOPED SIDEWALK, FREE OF SAGS AND SHORT GRADE CHANGES. THE SLOPE OF SIDEWALKS APPROACHING SLOPED SIDEWALKS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. ALL SLOPED SIDEWALK AREAS SHALL BE 6" THICK. 9 EXISTING GROUND LINE TRENCH WALL 1I-III. 4"-III. 11 111 f BEDDING MATERIAL (NOT A BID ITEM SUBSIDIARY TO PIPE) 3'-0" MIN. 1' O.D. 1' MIN. PIPE NOMINAL DIAMETER ill���lll III 5/ max. sloped sidewalk 2/ max. (any direction) NATIVE OR SELECTED BACKFILL 0!D. PIP TRENCH WALL FOUNDATION & BEDDING MATERIAL DETAIL FOR 4" & 8" SANITARY SEWER NOT TO SCALE NYLOPLAST DOWNSPOUT ADAPTER 6" X 45° ELBOW STORM PIPE SIZE PER PLAN 15 TEE " PVC STORM SEWER PIPE DOWNSPOUT CONNECTION NOT TO SCALE PLAN W = SIDEWALK WIDTH AS SPECIFIED IN THE CONTRACT DOCUMENTS = PARALLEL SLOPED SIDEWALK = LANDING ACCESSIBLE SLOPED SIDEWALKS NOT TO SCALE NYLOPLAST CLEANOUT END CAP. ADJUST TO GRADE. INJECTION MOLDED WT 45° WYE EXISTING GROUND LINE TRENCH WALL f BEDDING MATERIAL (NOT A BID ITEM SUBSIDIARY TO PIPE) TRACER WIRE (THIN 14 GAUGE COPPER) i J 3' 0” MIN. f� INJECTION MOLDED WT 45° BEND GASKETED CONNECTION HDPE PIPE (TYP.) STORM SEWER CLEANOUT 1' O.D. 1' MIN. PIPE °°mac tint NOMINAL DIAMETER NOT TO SCALE NATIVE OR SELECTED BACKFILL TRENCH WALL O.D. PIPE 4" — DETAIL OF BEDDING MATERIAL FOR PVC WATER MAIN NOT TO SCALE WHERE MULTIPLE SIGNS ARE INSTALLED ADJACENT TO EACH OTHER, TOPS OF SIGNS SHALL MATCH HEIGHT, WHILE MAINTAINING THE 7' MINIMUM DISTANCE BETWEEN GROUND AND THE BOTTOM OF THE LOWEST SIGN. ADDITIONAL SIGN MAY BE REQUIRED. VERIFY WITH LOCAL CODES, INCLUDING BUT NOT LIMITED TO VAN ACCESSIBLE "U"—CHANNEL POST (2 LBS./FT.) USE 6" PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE (WHEN PIPE BOLLARD IS NOT INSTALLED, FOUNDATION NOT REQUIRED) 5/16" 0 STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX.HEAD MACHINE BOLT WITH NUT. 2" (TYP) 6" (TYP.) PLAN VIEW URESERVED PARKING e VAN ACCESSIBLE TYPICAL HANDICAP PARKING SIGN, (WHITE ON BLUE BACKGROUND) CENTER IN FRONT OF EACH STALL SIGNAGE OTHER THAN ACCESSIBLE (PEDESTRIAN CROSSING, STOP, ETC.) 4 � 3' 7' MIN. y NOTE: MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD 2' IS NOT REQUIRED. kw— 1'-6" —id f 2 1/2" ±1 /2" 1" GROUND SURFACE PARTIAL ELEVATION HANDICAP SIGN & SIGN BASE DETAILS 1/2" RADIUS TOOLED JOINT 1 1 /4" DEEP (TYP.) PLAN VIEW B B NOT TO SCALE 1 /4" THICKNESS PREMOLDED EXPANSION JOINT — 4" OR 5" (TYP.) FILLER SPACED © 35' 0.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK VARIES* VARIES* • SECTION A —A 1 /2"R (TYP.) SLOPE 1 /4"/FT. MAX PC CONCRETE SECTION B—B � d b f 2" THICK COMPACTED SAND BASE CUSHION ON COMPACTED SUBGRADE (TYP.) *CONTRACTION JOINT SPACING TO MATCH SIDEWALK WIDTH (TYP) UNLESS OTHERWISE NOTED ON THE PLANS NOTE: 1. PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS 2. REINFORCEMENT WILL BE No. 3 BARS 24" 0.C. EACH WAY MAX. SPACING, OR 6 x 6 — W1.4 X W1.4 WWF 3. ALL JOINTS TO BE SEALED 4. NON —SLIP BROOM FINISH FREE OF TROWEL MARKS EXCEPT FOR EDGING TOOL. CONCRETE SIDEWALK NOT TO SCALE i 0 N '1, 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION w H REVISIONS CONSTRUCTION DETAILS LO CN CN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET C5.1 Page 210 of 638 C) cO rn m N of J 0 0I z 0 a) a) 11 c 0 U -c O U ' co gE a IY 0 uJ ci) 0 rn E r` 0 0 6 o Lc) O N co N o as O .s 4 ow N Q LL 34.75 2' X 3' CURB INLET DIAGONAL GRATE 3099CGRDF 16 X SLOT 0 1.00 THRU 16 75 2' X 3' CURB INLET FRAME & HOOD 3099CGRFH DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-057 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 2.73 CU FT APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 369.54 SQ IN LOWEST + 1" SETTING = 402.41 SQ IN LOWEST + 2" SETTING = 435.29 SQ IN LOWEST + 3" SETTING = 468.16 SQ IN HIGHEST SETTING = 501.04 SQ IN 3099CGRDF & 3099CGRFH APPROX. GRATE DRAIN AREA = 232.87 SQ IN *APPROX. WEIGHT WITH FRAME & HOOD = 344.00 LBS -41 39.25 DO NOT POLLUTE Q N11teRLAST) D 2) � DRAINS TO WATERWAY�$/ \�� n /�\ n O O 18.50 II L 24 ADJUSTMENT SLOTS 6.87 TOP OF BASE PLATE TO TOP OF DRAIN BASIN 18BASER: 2.83 24BASER: 2.83 30BASER:.44 25 27 25 - 8.73 HIGHEST HOOD SETTING - 4.73 LOWEST HOOD SETTING 1 0 - 5.75 1\_ *WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 18BASER: APPROX. 133.50 LBS 24BASER: APPROX. 122.00 LBS 30BASER: APPROX. 92.50 LBS THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST DRAWN BY EBC DATE 04-10-06 MATERIAL DUCTILE IRON REVISED BY CCA PROJECT NO./NAME DATE 09-05-13 Nylo last 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com TITLE 2 FT X 3 FT CURB INLET DIAGONAL GRATE ASSEMBLY DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7002-110-046 REV D D n D A D D D f6" SCH. 40 STEEL 30" PIPE FILLED W/ CONC. WITH TOP ROUNDED. PAVEMENT OR FINISHED GRADE VAA /V�jY/ / / /v A FILL POST W/ CONCRETE 2500 PSI P.C. CONCRETE MINIMUM (TYP.) 8' NOTE: 1. ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW PIPE BOLLARD DETAIL NOT TO SCALE 2.00 34.75 2' X 3' CURB INLET HIGH FLOW GRATE 3099CGRHF 0 11 X 135° 11 X 1.41 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-058 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 2.73 CU FT APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 463.92 SQ IN LOWEST + 1" SETTING = 496.79 SQ IN LOWEST + 2" SETTING = 529.67 SQ IN LOWEST + 3" SETTING = 562.54 SQ IN HIGHEST SETTING = 595.42 SQ IN i 16 75 2.50 2.50 2' X 3' CURB INLET FRAME & HOOD 3099CGRFH 3099CGRHF & 3099CGRFH APPROX. GRATE DRAIN AREA = 327.25 SQ IN "APPROX. WEIGHT WITH FRAME & HOOD = 354.50 LBS 39.25 36.25 0 DO NOT POLLUTE DRAINS TO WATERWAYS 0 01-YLOPtA& ) ADJUSTMENT SLOTS TOP OF BASE PLATE TO TOP OF DRAIN BASIN 18BASER: 2.83 24BASER: 2.83 30BASER:.44 24.25 27.25 18 50 6.87 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING - 5.75 *WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 18BASER: APPROX. 133.50 LBS 24BASER: APPROX. 122.00 LBS 30BASER: APPROX. 92.50 LBS THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 09-05-13 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST DWG SIZE DRAWN BY EBC DATE 04-10-06 MATERIAL DUCTILE IRON REVISED BY CCA PROJECT NO.INAME Nylo 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 last" FAX (770) 932-2490 www.nyloplast-us.com TITLE 2 FT X 3 FT CURB INLET HIGH FLOW GRATE ASSEMBLY A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7002-110-047 REV D i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 DESCRIPTION wZ REVISIONS CONSTRUCTION DETAILS O N WATERLOO, IA drawn by: JF designed by: project no.: date: J W/J M 024-07698 02.10.2025 SHEET C5.2 Page 211 of 638 0) co rn 0 ti N oI 0 L7 J 0I z 0 u) a) u) ct 0 o 0 0 0 o cam' ow v � o rn E o Q 4o N N o co N • N 2 o w N Q w 0 A —A SD 0 0 co 0 m 0 m 0 0 0 u_ 0 0 u- 0 0 u- c9 0 of WWW i�WWWWWWWW �WWWWWWVW�\ �U O fI�i6 yea el CK , , Ark7 CK 9 ia/6\/, M CK 4t1►I.4 _J • rx . , ill aldik. vir III W v G11t Albile 6 An laid / )(0 ,ems .�d���D111111i G ;u W W W W W W � �—ter .�.��7 lei .WW y W WWW,0iriO W WI LANDSCAPE KEY NOTES OA CULTIVATED LANDSCAPE EDGE. REFER TO LANDSCAPE DETAILS. 0 INSTALL TURF -TYPE FESCUE SOD - TURF IRRIGATION. \ii\/ OC INSTALL HARD WOOD MULCH TO A DEPTH OF 4". HEATH STREET c G) c G) W W W W W W W W W W Wn WWWWWWW� =WWWWWWW DWW W W W W W W W W W W W W W W W W W v -6 SD cn cn - PARKING LOT LANDSCAPE AREA CALCULATION 1 1 PARKING LOT AREA REQ'D LANDS AREA PROVIDED LANDSCAPE AREA 26,732 S.F. 1,337 S.F. 1,702 S.F. 6.4% 5% STREET TREE PLANTING CALCULATION (LOGAN AVE) STREET YARD FRONTAGE REQ'D 1.5 POINTS/ 1 LF STREET YARD FRONTAGE 2 INCH CALIPER TREE 198 LF 297 POINTS/LF 80 POINTS PROVIDED TREES 4 TREES (320 POINTS) STREET TREE PLANTING CALCULATION (HEATH ST) STREET YARD FRONTAGE REQ'D 1.5 POINTS/ 1 LF STREET YARD FRONTAGE 2 INCH CALIPER TREE 194 LF 291 POINTS/LF 80 POINTS PROVIDED TREES 4 TREES (320 POINTS) MINIMUM LANDSCAPE REQUIREMENTS THE MINIMUM REQUIRED LANDSCAPE AREA SHALL BE 25 PERCENT OF THE TOTAL LOT AREA. THE LANDSCAPE AREA SHALL BE PLANTED WITH A COMBINATION OF TREES AND SHRUBS TO ACHIEVE A MINIMUM OF .04 POINTS PER SQUARE FOOT OF TOTAL LOT AREA. PLANT SCHEDULE 0' 25' 50' SCALE IN FEET MINIMUM LANDSCAPE REQUIREMENTS LOT AREA REQ'D LANDSCAPE 25% TOTAL LOT AREA PROVIDED LANDSCAPE AREA REQ'D 0.04 POINTS LANDSCAPING/48,836 SF PROVIDED LANDSCAPING POINTS 48,836 SF 12,209 SF 17,265 SF (35.4%) 488 POINTS 500 POINTS HEATH STREET SYMBOL CODE QTY TREES SYMBOL SHRUBS 0 0 0 AB 4 GI 4 CODE QTY BG 6 CF 15 HA 4 IV 11 RD 10 RG 4 ORNAMENTAL GRASSES PERENNIALS BOTANICAL / COMMON NAME CAL/HT ACER SACCHARUM 'BAILSTA' FALL FIESTA® SUGAR MAPLE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEY LOCUST BOTANICAL / COMMON NAME BUXUS X 'GREEN GEM' GREEN GEM BOXWOOD CORNUS STOLONIFERA 'FARROW' TM ARCTIC FIRE RED TWIG DOGWOOD HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA ILEX VERTICILLATA 'JIM DANDY' JIM DANDY WINTERBERRY RHODODENDRON X 'P.J.M. ELITE' P.J.M. ELITE RHODODENDRON RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 2" CAL. 2" CAL. CONTAINER PLNT. HT. M. HT. M. SPR. B&B B&B CONTAINER M.HT. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. BOUTELOUA GRACILIS 'BLONDE AMBITION' BB 27 1 GAL. BLONDE AMBITION BLUE GRAMA CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' CK 48 1 GAL. KARL FOERSTER FEATHER REED GRASS o CM 16 SYMBOL CODE QTY INERTS 7,/r SOD/SEED 3,528 SF 15,835 SF CALAMINTHA NEPETA 'MONTROSE WHITE' MONTROSE WHITE LESSER CALAMINT BOTANICAL / COMMON NAME SHREDDED HARD WOOD MULCH TURF SOD DROUGHT TOLERANT FESCUE BLEND 1 GAL. 4' 5• 4' 5' 6' 3' 2' 5' 18" CONTAINER M.HT. SOD 6' 6' 50. 45' M.SPR. PLNT.HT. 4' 4' 4' 5' 4' 6' 2' 2' 18" 3' 3' 2' 5' 3' 3' 2' 2' 18" 40' 35' 0' 10' 20' SCALE IN FEET 40' i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 PERREAULT LA00830 % * T •E .. OF ... • Opp.*° qT DESCRIPTION w Q 0 W Z REVISIONS LANDSCAPE PLAN WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET L1.0 Page 212 of 638 SEEDING NOTES LANDSCAPING NOTES SOD NOTES 3) cO rn co N 0 0 J U z 0 17) a) 0) 0 To c i.i 0 0 0 c 0 cn 0 0� ow w rn co N- E Q 4 a) N N o M In O N O N O tic, o2 oLv N E- L_ 1. THE LANDSCAPE ARCHITECT AND/OR OWNER RESERVES THE RIGHT TO INSPECT SEED AT THE SITE BEFORE SEEDING OPERATIONS COMMENCE. THE LANDSCAPE ARCHITECT MAY REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. REJECTED MATERIALS MUST BE REMOVED FROM THE PROJECT SITE. 2. REFER TO SEEDING SPECIFICATION(S) FOR SEED MIXTURE(S). 3. ALL 'NON -TURF' SEED SHALL BE A COMMERCIALLY AVAILABLE MIX, EITHER PRE -CATEGORIZED OR CUSTOMIZED. ANY SEEDING SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. ALL MATERIALS USED SHALL MEET OR EXCEED APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. 5. ALL SEED SHALL BE FREE FROM INSECTS AND DISEASE. SPECIES SHALL BE TRUE TO THEIR SCIENTIFIC NAME AS SPECIFIED. 6. ALL GRASS SPECIES SHALL BE SUPPLIED AS PURE LIVE SEED. 7. SEED OF ALL SPECIES NATIVE TO IOWA SHALL BE FROM WITHIN A 150 MILE RADIUS OF THE PROJECT SITE. SEED NOT AVAILABLE WITHIN A 150 MILE RADIUS SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. 8. SEEDS SHALL HAVE PROPER STRATIFICATION AND/OR SCARIFICATION TO BREAK SEED DORMANCY FOR SPRING PLANTING. 9. PLANTING OF SEED AREAS SHALL BE COMMENCED DURING THE SPRING (APRIL 15-MAY 30) OR FALL (SEPTEMBER 1-OCTOBER 15) PLANTING SEASONS UNLESS SPECIFICALLY SPECIFIED. AFTER OCTOBER, DORMANT SEEDING MAY BE DONE AT CONTRACTOR'S DESCRETION WITH GUARANTEE THAT RE -SEEDING WILL BE DONE AT NO ADDITIONAL COST TO ACHIEVE ACCEPTABLE COVERAGE. GRADE TO SMOOTH, EVEN SURFACE WITH LOOSE UNIFORM SOIL TEXTURE. REMOVE STONES AND DEBRIS OVER 1" IN ANY DIMENSION. 10. ALL SEEDED AREAS SHALL BE PROTECTED FROM EROSION BY MULCH, EROSION CONTROL BLANKET OR HYDROMULCH. 11. EROSION CONTROL BLANKET SHALL BE A SHORT TERM, SINGLE NET, MACHINE -PRODUCED MAT OF 100% AGRICULTURAL STRAW WITH A FUNCTION LONGEVITY OF 12 MONTHS. EROSION CONTROL BLANKET SHALL MEET TYPE 2.0 SPECIFICATION ESTABLISHED BY EROSION CONTROL TECHNOLOGY COUNCIL, NORTH AMERICAN GREEN S75 OR EQUAL. 12. STRAW MULCH SHALL BE OAT, WHEAT, OR RICE STRAW MULCH. HAY MULCH SHALL BE PRAIRIE GRASS OR OTHER HAY AS APPROVED BY THE OWNER. THE MULCH SHALL BE FREE OF JOHNSON GRASS OR OTHER NOXIOUS WEEDS AND FOREIGN MATERIALS. IT SHALL BE KEPT IN A DRY CONDITION AND SHALL NOT BE MOLDED OR ROTTED. STRAW OR HAY FOR EROSION CONTROL SHALL BE CLEAN, SEED -FREE HAY OR THRESHED STRAW OF WHEAT, RYE, OATS, OR BARLEY. 13. STRAW MULCH SHALL COVER A MINIMUM OF 80% OF THE SOIL SURFACE AREA THAT IS SEEDED. MULCH SHALL BE PLACED LOOSE AND OPEN ENOUGH TO ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT STILL COVER A MINIMUM OF 70% OF THE SOIL SURFACE. 14. STRAW MULCH SHALL BE APPLIED AT THE RATE OF 1'/2 TO 2 TONS PER ACRE FOR SITES THAT ARE SEEDED. THIS APPLICATION SHOULD RESULT IN A LAYER OF'/z TO 11/2 INCHES THICK FOR SEEDED SITES. 15. IMMEDIATELY AFTER SPREADING, THE MULCH SHALL BE ANCHORED BY A MULCH CRIMPER AND/OR TACKIFIER. 16. THE CRIMPER SHALL CONSIST OF A SERIES OF DULL FLAT DISCS WITH NOTCHED EDGES SPACED APPROXIMATELY 8 INCHES APART. THE MULCH SHALL BE IMPRESSED IN THE SOIL TO A DEPTH OF 1 TO 3 INCHES. 17. IF TACKIFIER IS USED, TACKIFIER SHALL BE SPRAYED IN CONJUNCTION WITH MULCH OR IMMEDIATELY AFTER THE MULCH HAS BEEN PLACED. TACKIFIERS SHALL BE MIXED AND APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. 18. SEEDING SHALL BE COMPLETED WHEN A MINIMUM OF 1/4 INCH OF NATURAL RAINFALL IS EXPECTED OR WHEN A MINIMUM OF 1/4 INCH OF IRRIGATION WILL BE RECEIVED WITHIN 10 DAYS AFTER SEEDING. IF SUFFICIENT NATURAL RAINFALL IS NOT RECEIVED WITHIN 10 DAYS, THE NEW SEEDING SHALL BE IRRIGATED WITH A MINIMUM OF 1/4 INCH OF WATER, OR SO THAT WATER PENETRATES THE SOIL TO A UNIFORM MINIMUM DEPTH OF 4.0 INCHES. 19. A TEMPORARY ABOVE -GROUND IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR UPON COMPLETION OF FINISH GRADING FOR ALL NON -IRRIGATED SEED AREAS AND FOR ALL IRRIGATED AREAS OF SEED AND SOD, PRIOR TO INSTALLATION OF PLANTINGS, UNLESS OR UNTIL THE PERMANENT SYTEM IS FUNCTIONAL. ALL GRADED AREAS SHALL RECEIVE HEAD -TO -HEAD IRRIGATION COVERAGE, EXCEPT FOR PERMANENTLY PONDED AREAS. 20. PROVIDE WRITTEN VERIFICATION TO THE OWNER THAT BACKFLOW PREVENTION PER CODE EXISTS ON THE LINE TO BE USED AS A POINT OF CONNECTION FOR THE IRRIGATION SYSTEM. IF VERIFICATION CANNOT BE MADE, PROVIDE BACKFLOW PREVENTION PER CODE AS A PART OF THE INSTALLATION. 21. CONTRACTOR SHALL PROVIDE WATER AND ELECTRICITY FOR THE SYSTEM IN THE EVENT THAT NEITHER IS AVAILABLE FOR IMMEDIATE USE. CONTRACTOR SHALL PROVIDE ISOLATION VALVE AND CONNECTION TO WATER AND CONTROLLER. 22. THE IRRIGATION SYSTEM SHALL BE SET BY CONTRACTOR TO PROVIDE PRECIPITATION 2 TIMES PER WEEK BETWEEN JUNE 15TH AND OCTOBER 31ST OF THE FIRST YEAR AFTER PLANTING. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER FUNCTION AND CONNECTION OF THE IRRIGATION SYSTEMS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE IRRIGATION SYSTEM FOR THE DURATION OF FIRST FULL GROWING SEASON. AT THE END OF THE IRRIGATION PERIOD, AND IF PLANT ESTABLISHMENT IS SUCCESSFUL, AS DETERMINED BY THE SEEDING WARRANTY CRITERIA, THE CONTRACTOR SHALL PERMANENTLY CAP PIPE DOWNSTREAM OF ISOLATION VALVE, AND THEN DISASSEMBLE AND REMOVE THE IRRIGATION SYSTEM. 23. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL TEMPORARY SIGNS, FLAGGING, ETC. AT THE PERIMETER OF ALL SEEDING SITES IMMEDIATELY AFTER THEIR COMPLETION, WHICH SHALL SERVE TO NOTIFY FOOT AND VEHICULAR TRAFFIC THAT A SENSITIVE AREA MAY BE DAMAGED BY THEIR ENTRY. 24. THE WORK AREA SHALL BE KEPT FREE OF DEBRIS BY THE CONTRACTOR. AFTER SEED INSTALLATION IS COMPLETE, CLEAN UP ANY REMAINING MATERIALS, DEBRIS, TRASH, ETC. AVOID DRIVING OVER SEEDED AREAS TO MINIMIZE DISTURBANCE. GRADING STAKES, STONES, TRASH, AND OTHER DEBRIS WHICH MAY DETRACT FROM THE APPEARANCE OR HINDER MAINTENANCE OF THE SEEDING SITE SHALL BE REMOVED FROM THE SITE WHEN SEEDING OPERATIONS ARE COMPLETED. SOIL, STRAW, HAY, HYDRAULIC FIBER MULCH, FERTILIZER, COMPOST, LIMESTONE, ELEMENTAL SULFUR, GYPSUM, AND OTHER DEBRIS SHALL BE REMOVED FROM PAVED AREAS SOON AS POSSIBLE AFTER SPREADING AND SEEDING OPERATIONS ARE COMPLETED. CLEAN UP OPERATIONS SHALL BE COMPLETED BEFORE ACCEPTANCE IS GIVEN. 25. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY EFFECTIVE SEEDING AND EROSION CONTROL MULCH MATERIALS, AND TO ENSURE THAT SUCH MATERIALS ARE SECURED TO THE SOIL SO THAT THEY ARE NOT BLOWN, WASHED, OR OTHERWISE REMOVED FROM THE SEEDING SITE, AND SO THAT NEARBY STREAMS AND OTHER AREAS SHALL BE PROTECTED FROM SOIL, FERTILIZER, COMPOST, AND THE INCURSION OF UNWANTED GRASS SEED. 26. GUARANTEE SEEDED/SOODED LAWN/ROUGH AREAS FOR THE FOLLOWING: A. PROVIDE A RELATIVELY UNIFORM, ACCEPTABLE STAND OF GRASS B. NO BARE SPOTS OVER 3-INCH SQUARE FOR SEEDED/SOODED LAWN C. RE -INSTALL ANY AREA(S) WHICH FAIL TO ESTABLISH A UNIFORM STAND FOR ANY REASON IRRIGATION PERFORMANCE SPECIFICATION 1. IRRIGATION DESIGN TO BE PREPARED BY IRRIGATION CONTRACTOR AND PROVIDED TO THE OWNER OR THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. THE IRRIGATION DESIGN SHALL BE PREPARED BY AN IRRIGATION DESIGNER WITH A MINIMUM OF FIVE (5) YEARS OF DESIGN EXPERIENCE AND MAY BE SUBJECT TO A WATER AUDIT. 2. FINISH GRADES ESTABLISHED PRIOR TO INSTALLATION OF IRRIGATION SYSTEM SHALL BE MAINTAINED AND ANY EXCESS SOIL SHALL EITHER BE WASTED ON SITE AT THE DISCRETION OF THE GENERAL CONTRACTOR OR DISPOSED OF OFF -SITE. ALL CONSTRUCTION DEBRIS FROM IRRIGATION OPERATIONS SHALL BE DISPOSED OF OFF -SITE. 3. TURF AREAS SHALL BE IRRIGATED USING TURF SPRAY HEADS. THE IRRIGATION DESIGN SHALL BE PREPARED TO PROVIDE A 50% SPACING OR HEAD TO HEAD LAYOUT. 4. IRRIGATION TAP(S) LOCATIONS SHALL BE COORDINATED BETWEEN THE CONTRACTOR, CITY, AND LANDSCAPE ARCHITECT. INSTALL IRRIGATION TAP(S), METER(S) AND BACKFLOW PREVENTION DEVICE(S) AS REQUIRED BY THE CITY, PERFORMED BY A LICENSED PLUMBER. IRRIGATION TAP(S), METER(S) AND BACKFLOW PREVENTER(S) SIZE TO BE DETERMINED BY IRRIGATION CONTRACTOR AND SHALL BE LISTED ON THE IRRIGATION SHOP DRAWING SUBMITTED FOR REVIEW AND THE AS -BUILT PLANS SUBMITTED UPON COMPLETION. 5. IRRIGATION CONTRACTOR TO DETERMINE AVAILABLE WATER PRESSURE AND FLOW AT TAP LOCATION(S). IRRIGATION CONTRACTOR TO DESIGN IRRIGATION SYSTEM BASED ON AVAILABLE WATER PRESSURE. IRRIGATION CONTRACTOR TO PROVIDE ALL DESIGN CALCULATIONS FOR REVIEW BY THE OWNER OR OWNER'S REPRESENTATIVE INCLUDING FLOW RATES AND PRESSURE LOSSES CALCULATIONS OF THE SYSTEM. 6. THE IRRIGATION EQUIPMENT SHALL BE MANUFACTURED BY HUNTER INDUSTRIES, RAIN BIRD CORPORATION, OR TORO OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IRRIGATION EQUIPMENT SHALL HAVE A MANUFACTURER'S FIVE (5) YEAR WARRANTY. 7. IRRIGATION CONTROLLER SHALL BE A MODULAR SYSTEM EXPANDABLE IN EITHER 4 OR 8 STATION MODULES OR AN EXPANDABLE DECODER SYSTEM. THE IRRIGATION CONTROLLER SHALL HAVE THE CAPACITY TO OPERATE A MASTER VALVE DURING SYSTEM RUN TIME. THE IRRIGATION CONTROLLER SHALL HAVE 4 PROGRAMS WITH INDEPENDENT STARTS, 365 DAY CALENDAR, EVEN, ODD, ODD 31, CYCLICAL, CUSTOM AND MANUAL WATER DAY SCHEDULES. THE CONTROLLER SHALL HAVE A MINIMUM SEASONAL ADJUST CAPABILITY OF 10% - 150%. THE IRRIGATION CONTROLLER TO BE INSTALLED IN A LOCKABLE, METAL PEDESTAL IN A LOCATION APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. 8. THE IRRIGATION SYSTEM DESIGN SHALL INCLUDE A WIRELESS RAIN SENSOR. INSTALL RAIN SENSOR IN LOCATION APPROVED BY THE OWNER AND PER THE MANUFACTURER'S SPECIFICATIONS. 9. IRRIGATION CONTROL VALVES ARE TO BE A PLASTIC GLOBE VALVE CONFIGURATION WITH PRESSURE RATING OF 15 - 150 PSI AND FLOW RANGE FROM 2 - 150 GPM. THE SOLENOID SHALL BE HEAVY DUTY ONE PIECE CONSTRUCTION. THE CONTROL VALVES SHALL HAVE THE ABILITY TO ADJUST AND REGULATE PRESSURE FROM 20 -100 PSI. THE CONTROL VALVE SIZE SHALL BE 1", 1.5"AND 2" CONFIGURATIONS. THE CONTROL VALVES SHALL HAVE A MANUFACTURER'S THREE (5) YEAR WARRANTY. 10. THE IRRIGATION SPRAY BODY SHALL BE UV -RESISTANT PLASTIC WITH A CO -MOLDED OR RUBBER SEALS AND HEAVY DUTY SPRING. THE SPRAY BODY SHALL HAVE BOTH A BOTTOM AND SIDE IN -LET FEATURE. SPRAY NOZZLES SHALL BE VARIABLE ARC SPRAY NOZZLES. 11. ALL IRRIGATION MAINLINE PIPES SHALL BE PVC CLASS 200 IPS PLASTIC PIPE. ALL PIPE SHALL BE SIZED NOT TO EXCEED A VELOCITY OF FIVE (5) FEET PER SECOND 11 ALL IRRIGATION LATERAL PIPES SHALL BE POLYETHYLENE PIPE. ALL PIPE SHALL BE SIZED NOT TO EXCEED A VELOCITY OF FIVE (5) FEET PER SECOND. 12. ALL IRRIGATION PIPE OR WIRE SHALL BE INSTALLED IN SLEEVES BELOW ANY PAVEMENT OR HARD SURFACE. ALL IRRIGATION SLEEVES SHALL BE PVC SCHEDULE 40. ALL SLEEVES ARE TO EXTEND 24" BEYOND AND SIZED A MINIMUM OF TWO (2) TIMES THE DIAMETER OF THE MAINLINE OR LATERAL. COORDINATE INSTALLATION OF ALL SLEEVES WITH THE GENERAL CONTRACTOR AND THE CONCRETE CONTRACTOR PRIOR TO GRADING AND PLACEMENT OF CONCRETE. 13. IRRIGATION CONTRACTOR SHALL SUPPLY MAINTENANCE AND OPERATION MANUALS AND A SCALED AS -BUILT DRAWING OF THE SYSTEM TO THE OWNER. IRRIGATION CONTRACTOR SHALL DEMONSTRATE THE PROGRAMMING OF THE CONTROLLER FOR THE OWNER. 14. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE FIRST WINTERIZATION AND SPRING STARTUP UNLESS THE OWNER AGREES TO USE THEIR OWN CONTRACTOR. SOIL NOTES 1. PLANTING SOIL: A UNIFORM SOIL MIX, FREE OF PLANT RESIDUE, STONES, STUMPS ROOTS OR SIMILAR OBJECTS LARGER THAN 1 INCH. PLANTING SOIL MIXTURE SHALL BE OF TOPSOIL, ORGANIC COMPOST AND SAND CONSISTING OF THE FOLLOWING: A. 15% BY VOLUME ORGANIC COMPOST B. 15% BY VOLUME SAND C. 70% BY VOLUME TOPSOIL 2. CONTRACTOR SHALL BE REQUIRED TO PERFORM pH TESTS ON EXISTING PLANTING BEDS TO DETERMINE THE NECESSARY AMOUNT OF COMPOST TO BE ADDED TO ADJUST pH TO BETWEEN SIX (6) AND SEVEN (7). 3. ORGANIC COMPOST: WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE. IT SHALL BE DERIVED FROM; AGRICULTURE, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS AND LEAF RAKINGS; SOURCE -SEPARATED OR MIXED SOLID WASTE MEETING THE FOLLOWING CRITERIA; A. 100 PERCENT SHALL PASS THROUGH A 3/8 INCH SCREEN. B. PH OF 6.0 TO 8.5. C. MOISTURE CONTENT OF 30% TO 60% BY WEIGHT. D. NO SUBSTANCES TOXIC TO PLANTS. E. 1 % OR LESS BY WEIGHT MANUFACTURED FOREIGN MATTER. F. NO OBJECTIONABLE ODOR. G. SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT IS DERIVED. 4. TOPSOIL: SOIL CLASSIFICATION OF SANDY LOAM OR LOAMY SAND MEETING THE FOLLOWING CRITERIA: A. 50 TO 85 PERCENT BY WEIGHT SAND (2.0 TO 0.050MM) ACCORDING TO AASHTO T88. B. 5 TO 50 PERCENT BY WEIGHT SILT (0.050 TO 0.002MM) ACCORDING TO AASHTO T88. C. 2 TO 5 PERCENT BY WEIGHT CLAY (LESS THAN 0.002MM) ACCORDING TO AASHTO T88. D. 3 TO 10 PERCENT BY WEIGHT ORGANIC MATTER ACCORDING TO AASHTO T194. E. TEXTURAL ANALYSIS: i. MINIMUM 100% BY WEIGHT PASSING THE 2" SIEVE PER ASTM El1. ii. MINIMUM 90% BY WEIGHT PASSING THE NO, 4 PER ASTM El 1. iii. MINIMUM 80% BY WEIGHT PASSING THE NO. 10 SIEVE PER ASTM El 1. 1. PRIOR TO ANY PLANTING OR BREAKING OF GROUND, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL/LOCATE ALL UTILITY LINES WITHIN THE VICINITY. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING EXCAVATION OPERATIONS TO NOT DISTURB EXISTING UTILITY LINES. DAMAGE TO ANY EXISTING UTILITY LINES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. 3. FINISH GRADES ESTABLISHED PRIOR TO INSTALLATION OF IRRIGATION SYSTEM SHALL BE MAINTAINED AND ANY EXCESS SOIL SHALL EITHER BE WASTED ON SITE AT THE DISCRETION OF THE GENERAL CONTRACTOR OR DISPOSED OF OFF -SITE. ALL CONSTRUCTION DEBRIS FROM IRRIGATION OPERATIONS SHALL BE DISPOSED OF OFF -SITE. 4. ALL DAMAGE TO EXISTING SITE IMPROVEMENTS RESULTING FROM EXCAVATION, PLANTING, BACKFILLING, ETC. SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS INCLUDING CONSTRUCTION ACCESS OUTSIDE PROJECT LIMITS. SURFACES OTHER THAN THE PLANTING AREA SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION EXISTING PRIOR TO THE PLANTING OPERATION. 5. PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST QUANTITIES, THE PLAN WILL TAKE PRECEDENCE. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. 6. ALL PLANT MATERIAL INSTALLED SHALL BE "NURSERY GROWN" MEETING THE FOLLOWING CRITERIA: A. PLANT MATERIAL GROWN BY ESTABLISHED COMMERCIAL NURSERIES AND SOLD TO LICENSED AND CERTIFIED NURSERIES AND/OR LANDSCAPE ARCHITECTS. B. GROWN AND SOLD ACCORDING TO AMERICAN STANDARD FOR NURSERY STOCK SPECIFICATION. C. PLANT MATERIALS ARE SIZED ACCORDING CONTAINER/BALLSIZE AND PHYSICAL SIZE OF TRUNK OR CANOPY. CROWN/CALIPER SIZES MUST BE MET OR EXCEEDED. 7 THE LANDSCAPE ARCHITECT AND/OR OWNER RESERVES THE RIGHT TO INSPECT AND APPROVE ALL PLANT MATERIAL AT THE NURSERY/PLACE OF GROWTH, PRIOR TO INSTALLATION. PLANT MATERIAL WHICH HAS BECOME DAMAGED OR DISEASED OR WHICH IS UNACCEPTABLE TO THE LANDSCAPE ARCHITECT MAY BE REJECTED UPON DELIVERY TO THE SITE. WHEN TYPICAL, TREES WITHOUT A CENTRAL LEADER WILL NOT BE ACCEPTED. 8. ALL PLANT SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 9. IT IS RECOMMENDED THAT PLANTING OF TREES AND SHRUBS AREAS SHALL BE COMMENCED DURING THE SPRING (MARCH 15-JUNE 15) OR FALL (SEPTEMBER 1-OCTOBER 15) PLANTING SEASON. ANY PLANTING OPERATION NOT PERFORMED DURING THESE PERIODS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT AND ARE PERFORMED AT THE CONTRACTOR'S RISK. REFER TO #24 AND WARRANTY CHART BELOW. 10. ALL PLANTING OPERATIONS AND LAYOUT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT. THE ACTUAL LOCATION OF PLANT MATERIALS MAY VARY DUE TO FIELD CONDITIONS. IF INITIAL PLACEMENT IS NOT SATISFACTORY, PLANTS SHALL BE RELOCATED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR THEIR REPRESENTATIVE, AT NO ADDITIONAL COST TO THE OWNER. 11. CONTRACTOR SHALL BE REQUIRED TO PERFORM pH TESTS ON EXISTING PLANTING BEDS TO DETERMINE THE NECESSARY AMOUNT OF COMPOST TO BE ADDED TO ADJUST pH TO BETWEEN SIX (6) AND SEVEN (7). 12. ALL TREE/SHRUB PLANTING AREAS SHALL BE AMENDED WITH BIOSOL NATURAL ORGANIC FERTILIZER AND SOIL AMENDMENT AT A RATE OF 24# PER 1,000 S.F. (1,500# PER ACRE) AND LIGHTLY TILLED INTO THE SOIL BED. RAKE AREA SMOOTH. BIOSOL AVAILABLE THROUGH: ASP ENTERPRISES (402)861-8579 BRIAN WILLIAMS (877)678-8027 13. ALL TREES IN SAME PLANTING AREA SHALL BE PLACED AND PLANTED AT THE SAME TIME. IF ANY PLANTS REMAIN ON THE SITE FOR MORE THAN 8 HOURS, THAT PLANT MATERIAL SHALL BE HEELED -IN ON SITE TO MAINTAIN THE MATERIAL'S HEALTH AND VITALITY. PLANTS SHALL BE PROTECTED AND MAINTAINED, INCLUDING BUT NOT LIMITED TO WATER AND SHADE. WHILE ON -SITE, ANY PLANTS DEEMED NOT IN SATISFACTORY HEALTH OR CONDITION AT THE TIME OF PLANTING BY THE LANDSCAPE ARCHITECT OR THEIR REPRESENTATIVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 15. CONTRACTOR SHALL NOT STOCKPILE ANY MATERIALS UNDER THE DRIP LINE OF EXISTING TREES. 16. ONE PLANT TAG OUT OF GROUPING OF A CULTIVAR OR PLANT MATERIAL MUST REMAIN UNTIL THE LANDSCAPE ARCHITECT REVIEWS THE LAYOUT, AND APPROVES QUANTITIES AND SPECIES. 17. ALL TREES, SHRUB MASS PLANTINGS, AND ANNUAL AND ORNAMENTAL PLANTING BEDS SHALL RECEIVE SHREDDED HARDWOOD MULCH TO A DEPTH OF 4" AS NOTED ON PLANS. 20. STEEL EDGING TO BE 1/8" X 4" X 16' PER SECTION, UNFINISHED WITH 5 STAKES PER SECTION AND 2 ANTI -FROST STAKE PER SECTION MINIMUM. EDGING TO BE INSTALLED IN A TRENCH PER PLAN WITH STRAIGHT LINES AND SMOOTH CURVES. INSTALL PER MANUFACTURER INSTRUCTION. 21. LANDSCAPE FABRIC TO BE A UV STABILIZED, 3 OZ./YD, POLYPROPOLENE, WOVEN, NEEDLE -PUNCHED FABRIC WITH A 20 YEAR WARRANTY. 22. LIMIT OF SEEDING/SODDING SHOWN IS BASED ON THE ESTIMATED GRADING LIMIT. REFER TO EROSION CONTROL PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SODDING/SEEDING ALL AREAS THAT ARE DISTURBED BEYOND GRADING LIMITS DURING THE CONSTRUCTION PROCESS. 23. ALL TURF AREAS ARE TO BE IRRIGATED. REFER TO TURF AND GRASSLANDS SEEDING NOTES FOR IRRIGATION OF SEEDED AREAS. REFER TO IRRIGATION PERFORMANCE SPECIFICATIONS. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ALL PLANT MATERIALS UNTIL THE TIME THE PERMANENT IRRIGATION SYSTEM IS FULLY FUNCTIONAL AND SUBSTANTIAL COMPLETION OF THE PROJECT HAS BEEN GRANTED. ANY MATERIAL WHICH DIES, OR DEFOLIATES PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK WILL BE PROMPTLY REMOVED AND REPLACED. 25. PRIOR TO GRANTING SUBSTANTIAL COMPLETION, THE OWNER AND/OR LANDSCAPE ARCHITECT SHALL COMPILE A FINAL PUNCHLIST OF UNSATISFACTORY OR INCOMPLETE ITEMS. CONTRACTOR SHALL BE NOTIFIED IN WRITING OF SUBSTANTIAL COMPLETION WHEN THE FINAL PUNCHLIST HAS BEEN COMPLETED. 26. THE CONTRACTOR WILL COMPLETELY GUARANTEE ALL WORK FOR THE PERIOD SPECIFIED BY THE WARRANTY CHART BELOW. WARRANTY CHART SUBSTANTIAL COMPLETION DATE DURATION WARRANTY EXPIRATION DECEMBER 19 MONTHS JULY JANUARY 18MONTHS JULY FEBRUARY 17MONTHS JULY MARCH 16 MONTHS JULY APRIL 15 MONTHS JULY MAY 14 MONTHS JULY JUNE 13 MONTHS JULY JULY 12 MONTHS JULY AUGUST 12 MONTHS AUGUST SEPTEMBER 12 MONTHS SEPTEMBER OCTOBER 12 MONTHS OCTOBER NOVEMBER 12 MONTHS NOVEMBER 1. CONTRACTOR SHALL COMPLY WITH AMERICAN SOD PRODUCERS ASSOCIATION CLASSES OF SOD MATERIALS. 2. THE LANDSCAPE ARCHITECT AND/OR OWNER RESERVES THE RIGHT TO INSPECT SOD AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, AND QUALITY. THE LANDSCAPE ARCHITECT MAY REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. REJECTED MATERIALS MUST BE REMOVED FROM THE PROJECT SITE. 3. SOD SHALL BE A FIRST CLASS REPRESENTATION OF NORMAL CULTIVARS OF TURF -TYPE FESCUE FROM A LOCAL IOWA SOURCE. ALL SOD SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT, IF SPECIFIED MATERIALS ARE NOT OBTAINABLE. 4. IT IS RECOMMENDED PLANTING OF SOD AREAS SHALL BE COMMENCED DURING THE SPRING (MARCH 15-JUNE 15) OR FALL (SEPTEMBER 1-OCTOBER 15) PLANTING SEASONS UNLESS OTHERWISE SPECIFIED. 5. SOD SHALL BE MOWED AND RAKED TO REMOVE STEMS, STICKS, AND GRASS CLIPPINGS PRIOR TO CUTTING. SOD SHALL NOT HAVE DRY EDGES. 6. SOD SHALL BE MACHINE STRIPPED AT A UNIFORM SOIL THICKNESS OF APPROXIMATELY ONE INCH (PLUS OR MINUS 1/4-INCH). SOD SHALL BE CUT AT A MINIMUM WIDTH OF 18" TO AVOID UNNECESSARY DAMAGE TO THE ROOT MASS. 7. EXTREME CARE SHALL BE TAKEN IN CUTTING, HANDLING, TRANSPORTING, AND LAYING SOD TO AVOID UNNECESSARY DAMAGE TO AND LOSS OF EARTH FROM ROOTS OF THE SOD. HANDLING OF SOD SHALL BE DONE IN A MANNER THAT WILL PREVENT TEARING, BREAKING, DRYING AND OTHER DAMAGE. PROTECT EXPOSED ROOTS FROM DEHYDRATION. DO NOT DELIVER MORE SOD THAN CAN BE LAID WITHIN ONE WORK DAY. 8. LOOSEN SUBGRADE TO A DEPTH OF 4" AND GRADE TO SMOOTH, EVEN SURFACE WITH LOOSE UNIFORM SOIL TEXTURE. REMOVE STONES AND DEBRIS OVER 1" IN ANY DIMENSION. LIGHTLY COMPACT SOIL TO LIMIT SETTLING. 9. MOISTEN PREPARED SURFACE IMMEDIATELY PRIOR TO LAYING SOD. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE INSTALLING SOD. 10. APPLY FERTILIZER, AND THEN HARROW OR RAKE FERTILIZER IN THE TOP 1-1/2-INCHES OF TOPSOIL, AT A UNIFORM RATE OF ONE POUND OF NITROGEN PER 100 S.F. FERTILIZER SHALL BE 20-10-5 COMMERCIAL FERTILIZER OF THE GRADE, TYPE, AND FORM SPECIFIED AND SHALL COMPLY WITH THE RULES OF THE STATE OF IOWA. FERTILIZER SHALL BE IDENTIFIED ACCORDING TO THE PERCENT N, P, K, IN THAT ORDER. 11. SOD SHALL BE LAID TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. DO NOT OVERLAP BUTT ENDS OR EDGES. STAGGER JOINTS. SOD SHALL BE CAREFULLY PLACED IN THE DIRECTION PARALLEL WITH THE SLOPE OF THE AREA TO BE SODDED. SOD EDGES AT PLANTING BEDS AND PAVED SURFACES ARE TO BE CUT WITH A KNIFE OR OTHER SHARP IMPLEMENT. 12. ALL SOD ON SLOPES GREATER THAN 3:1 AND WITHIN DETENTION AREAS SHALL BE STAKED. 13. TAMP AND ROLL SOD LIGHTLY TO ENSURE FULL CONTACT WITH SUBGRADE. WORK SIFTED SOIL INTO MINOR CRACKS. 14. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING FIRST WEEK AFTER PLANTING, WATER DAILY OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF FOUR INCHES BELOW SOD. 15. CONTRACTOR SHALL PROVIDE FULL MAINTENANCE FOR SODDED TURF GRASS FOR A PERIOD OF 30 DAYS AFTER THE DATE OF SUBSTANTIAL COMPLETION, OR BUILDING OCCUPANCY, WHICHEVER IS GREATER. AT THE END OF THE MAINTENANCE PERIOD, A HEALTHY, WELL -ROOTED, EVEN -COLORED, VIABLE TURF MUST BE ESTABLISHED. THE TURF GRASS SHALL BE FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES. UNITED SEEDS FACW WETLAND MIXTURE (PERCENT OF MIX BASED ON BULK POUNDS) RED TOP BIG BLUESTEM NEW ENGLAND ASTER WHITE ASTER BEGGAR TICKS FRINGED SEDGE HOP SEDGE BLUNT BROOM SEDGE CANADA WILDRYE VIRGINIA WILDRYE BONESET GRASS LEAVED GOLDENROD CHEWINGS FESCUE AMERICAN MANNAGRASS COMMON SNEEZEWEED OXEYE SUNFLOWER SAWTOOTH SUNFLOWER PATH RUSH GREAT BLUE LOBELIA SWITCHGRASS TIMOTHY OBEDIENT PLANT FOWL BLUEGRASS PENNSYLVANNIA SMARTWEED CUTLEAF CONEFLOWER CUP PLANT PRAIRIE CORDGRASS BLUE VERVAIN GIANT IRONWEED GOLDEN ALEXANDERS SWAMP MILKWEED SEEDING RATE: SEEDING DATES: DORMANT SEED: 1.67% 6.67% 1.67% 0.13% 1.67% 0.47% 1.67% 1.33% 16.67% 18.33% 0.33% 0.33% 11.67% 0.33% 0.33% 2.67% 0.20% 0.13% 0.13% 6.67% 5.00% 0.156% 11.6% 1.00% 0.13% 1.30% 3.30% 1.30% 1.30% 1.70% 0.144% 15 LBS/ACRE (DRILL SEEDED) MARCH-JULY MID NOVEMBER-FEBRUARY i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 llllllllllllll ,.0‘‘NpSCgp • PERREAULT LA00830 : - ;,��' STD DESCRIPTION w Q REVISIONS LANDSCAPE NOTES O N WATERLOO, IA drawn by: designed by: project no.: date: JF JW/JM 024-07698 02.10.2025 SHEET L1.1 Page 213 of 638 3) cO rn co N OI 0 U J U z 0 a a) 0) N as 0 c i.i 0 U 0 c 0 c �r cn 0 0 ow oo rn co 1` E Q 4 a) N N O M In O N O N O ti (B o2 oLv N E- LL EXISTING TURF CUT CLEAN EDGE TO PROVIDE FLUSH TRANSITION FROM EXISTING TURF TO NEW SOD PREPARED TOP SOIL/SOD BED SOD EDGE DETAIL NOT TO SCALE IF APPLICABLE TO SPECIES, TREE SHALL HAVE A STRONG CENTRAL LEADER. PRUNE ANY BROKEN OR DEAD BRANCHES. ROOT FLARE 1" ABOVE TOP OF SOIL AND GROUND LEVEL ORIGINAL SOIL LINE STAKE SHOULD BE PLACED OUTSIDE OF PLANTING HOLE AND DRIVEN INTO SOIL UNTIL THE ARBORTIE IS TAUT. ARBORTIE TO BE AT 45 DEGREE ANGLE. STAKE ARBORTIE STRAP EVENLY SPACED AROUND TREE BASE STAKE SPACING NOTE: DIG PLANTING HOLE 2/3 TO 3/4 HEIGHT OF ROOT BALL. SLOPE BACKFILL SOIL AWAY FROM ROOT FLARE TO ORIGINAL GRADE. REMOVE ALL TAGS AND LABELS. B&B TREE PLANTING WITH ARBORTIE STAKES NOT TO SCALE SET TREE STRAIGHT AND PLUMB ARBORTIE ANCHORING KIT INSTALL PER MANUFACTURERS SPECIFICATION. STAKING METHODS OTHER THAN WHAT IS SHOWN IN THESE PLANS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. NO MULCH AT BASE OF STEM (ROOT FLARE) 4" DEPTH SHREDDED MULCH RING TO OUTER EDGE OF SAUCER SET TREE IN PIT AND STABILIZE ROOTBALL, REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP THIRD OF ROOTBALL. REMOVE AT LEAST THE TOP HALF OF THE WIRE BASKET. ROTOTILLED PLANTING SOIL AND AMEND SOIL WITH COMPOST AS PER PLAN NOTES. o 4" MULCH VARIES 8" 11,111111111% air poi k lik k Ati II —III.♦♦♦♦♦♦♦♦♦♦♦ II III III III III III o =1 1=1 , II II IIIII II II IIIII II II IIIII II II IIIII II II IIIII �= IIII III=III. ♦♦♦♦♦♦♦♦♦ (III I I=III—III— .III=III=III=1II=III=1II=III=1II=III=III=III t. HE IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11E111 11III II II 11 11II II 11III II II 11III II II 11III II II 11III III ♦♦♦♦♦♦ ,/ I III II 11111 II II Ell II II Hill II II Hill II II Ell II II IIII o I�IIIII III IHI III II�II�II III II�II�II III IIIIIIII III IIIIIIII III II�IIIII IIi•�•�•�♦.•��•IIlIIIII III II�II�II III II�II�II III II�II�II III IIIIIIII III IIIIIIII III II�IIII III III III —III III III III III II1III IIIIII1 11 1 1 III 11 I I 1 III III III III III II1III IIII I 1 111E111E11=1 11=1 11E111E1 11E111E1 11E111E1 11=1 I 1 —11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 11=1 1=1 I I v ICI 1111111i11 1111111i11 1111111i11 11/111111 I— III III - III III III III I I Ii11 111I 11i11 111I 11i11 111I 11i11 111I 11: /// 111 11 I 111 111 111 111 111 111 111 —1111 1 111 111 111 111111 111 111 111 1111111111111,? 5'1111111111111111111111111I1111 /II III III III III III III III 1=111�11111IIIIII�EllIIIIII11�1 111 lII111I�IE v' ���' I�II=1I 1 1I1�11=1I1�1�1 —III—III-1 I-1I�1 _ -III i 11 I1I 111 111 III 111 I11 III 111 III III III III � III III III III psi . v ��a II II III III III II II II ELEVATE TREE TO HEIGHT SHOWN ON TAMPED BACKFILL MOUND. r; ORIGINAL SOIL LINE, ROOT FLARE 1" ABOVE TOP OF SOIL AND GROUND LEVEL SET TREE IN PIT AND STABILIZE ROOTBALL, REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP THIRD OF ROOTBALL. REMOVE AT LEAST THE TOP HALF OF THE WIRE BASKET. MULCH OR SOD. GRADE SOIL TO BE 2" BELOW TOP OF CURB FOR SOD. GRADE SOIL TO BE 4" BELOW TOP OF CURB FOR MULCH. MOUND AT 3:1 12" MINIMUM CONC. CURB & T GUTTER SECTION I I I I 40404 //\\/\/\ \�\�\\// //\\/\/\ //'/�\/ / A\\\\\\\\ I I III III 1 I III III III III III III I I 11 III III •/ / /`/`y/`�/�`y/�`y/�`y/�`�/�`�/�`�/�`�/ / III III III III III III I I 11 III III PARKING ISLAND PLANTING DETAIL NOT TO SCALE I I III -NN774. N \ \ ` i � i / COMPACTED SUBGRADE BACKFILL WITH EXCAVATED SOIL. BLEND WITH 20% ORGANIC MATERIAL i 0 N N 0 601 P Street, Suite 200 P.O. Box 84608 Lincoln, NE 68508 olsson.com TEL 402.474.6311 FAX 402.474.5063 Olsson - Engineering Nebraska COA #CA-0638 ,PNpSCgpF PERREAULT LA00830 r - `••.2- 21-2' * s4 rE O F ..` \0 DESCRIPTION 4" DEPTH SHREDDED HARDWOOD MULCH. REFER TO PLAN. 1" TURF ROOT ZONE CUT TURF WITH SPADE, SHOVEL OR MECHANICAL EDGER TURF, SEE NOTES FOR TYPE AND INSTALLATION EXTEND CUT BELOW TURF ROOT ZONE CULTIVATED EDGING DETAIL (TYP.) NOT TO SCALE MULCH, 4" DEPTH DO NOT COVER PLANT CROWNS REMOVE CONTAINER FROM ENTIRE ROOT BALL, GENTLY ROUGHEN CIRCLING ROOTS AROUND ROOT MASS TILL TOPSOIL AND PLANTING SOIL TO 9" MIN DEPTH. SPACING REF. PLANS PERENNIAL PLANTING DETAIL NOT TO SCALE 4" CONCRETE PAVEMENT 1" TURF ROOT ZONE CUT TURF. DO NOT RIP III III II 3" IIIIIIIIIII TURF, SEE NOTES FOR TYPE AND INSTALLATION I I - SOD/SIDEWALK DETAIL (TYP.) NOT TO SCALE EXTEND CUT BELOW TURF ROOT ZONE SPACING BETWEEN SHRUBS -SEE PLANTING PLAN T III II SHRUB PIT TO BE 8" WIDER THAN ROOT MASS DIA. TYPICAL SHRUB PLANTING DETAIL NOT TO SCALE CENTERLINE OF SHRUB REMOVE ANY BROKEN OR DEAD BRANCHES. CANOPY SHOULD HAVE NATURAL FORM AND NOT BE CLIPPED MULCH SHRUBS AS CONTINUOUS BEDS. KEEP MULCH AWAY FROM STEM/TRUNK OF SHRUB. EXISTING GRADE REMOVE CONTAINER FROM ENTIRE ROOT BALL. CUT OFF ANY GIRDLING ROOTS NEAR CROWN. GENTLY ROUGHEN ROOTS AROUND ROOT MASS SIDES OF HOLE TO BE SLIT WITH SHOVEL - THEY SHOULD NOT BE SMOOTH AND COMPACTED MIX EXCAVATED SOIL WITH AMENDED SOIL AND COMPOST PER PLAN NOTES ROOT FLARE 1" ABOVE TOP OF SOIL AND GROUND LEVEL w 0 >O w Z REVISIONS LANDSCAPE DETAILS WATERLOO, IA drawn by: JF designed by: project no.: date: JW/JM 024-07698 02.10.2025 SHEET L1.2 Page 214 of 638 +24'-0" PARAPET METAL COPING CAP +18'-8" PARAPET BRICK VENEER ALUMINUM SUNSHADE SCONCE LIGHT 4" STONE BAND STONE VENEER +0'-0„ FLOOR SLAB +18'-8" PARAPET ALUMINUM COMPOSITE PANEL GREEN COPING CAP AT ENTRY TOWER 2 A313 1 A313 12'-0" 1'-0" SIGNAGE (BY OWNER) y EQUAL EQUAL yl 4'-6" 4'-6" 2'-0" ALUMINUM CANOPY — • ////// // SOUTH ELEVATION 1/4" = 1'-0" METAL COPING CAP TYP. FIBER CEMENT OUTSIDE CORNER WOOD LOOK FIBER CEMENT PANELS ALUMINUM SUNSHADE 4" STONE BAND STONE VENEER +0'_0" FLOOR SLAB GRAY FIBER CEMENT PANELS 2 A312 / 1'-2" L 3 A311 SIGNAGE (BY OWNER) J // 4" STONE SILL — 1 A312 2 A311 METAL COPING CAP WOOD LOOK FIBER CEMENT PANELS J G r e u i t u rl i o rr /// / A SIGNAGE (BY OWNER) J GRAY FIBER CEMENT PANELS METAL COPING CAP I 1 I L J J GRAY FIBER CEMENT PANELS I TYP. FIBER CEMENT OUTSIDE CORNER ALUMINUM WINDOW w/ SCONCE LIGHT ALUMINUM SUNSHADE 1 1 ALUMINUM COMPOSITE PANEL GREEN COPING CAP AT ENTRY TOWER STREET ADDRESS NUMBERS. HEIGHT PER CITY REQUIREMENTS. METAL COPING CAP BRICK VENEER 2'-0" 4'-6" J PJ J J J BRICK VENEER 4" STONE BAND STONE VENEER SIGNAGE (BY OWNER) 4'-6" 1-0" y y PJ J r r PM—F-1 1 I I 1 1 I 1 1 1 1 1 I I I I I I 1 1 1 1 1 +-I-i- I +- I l i l 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1.I 1 1 I I I I I 1 1 WEST ELEVATION 1/4" = 1'-0" 1 1 4" STONE SILL — 1 I I 1 1 I 1 1 I 1 1 1 1 I I 1 1 I ‘1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1I I 1 I 1 I I 1 1 I 1 I 1 1 1 I 1 1 I 1 1 rit u�ri 1 1 1 1 1 I I I I I 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ALUMINUM WINDOW w/ ALUMINUM SUNSHADE I I I SCONCE LIGHT i /r 1'-0" OPEN 4" x 24" STEEL BOLLARD WITH BOLLARD COVER (TYP) +24'-0" PARAPET METAL COPING CAP +18'-8" PARAPET 5 \ TYP. FIBER CEMENT 342/ OUTSIDE CORNER i eo EQUAL EQUAL 7- 1I iy ALUMINUM CANOPY WOOD LOOK FIBER CEMENT PANELS ALUMINUM SUNSHADE SCONCE LIGHT 4" STONE BAND STONE VENEER +0_0 FLOOR SLAB 1 L_ J 4+17'-0" PARAPET TYP. FIBER CEMENT OUTSIDE CORNER + 12'-4" CANOPY CEILING BRICK VENEER 4" STONE BAND STONE VENEER FLOOR SLAB EXTERIOR FINISH SELECTIONS: BRICK VENEER: STONE VENEER: GLEN-GERY BRANDYWINE, UTILITY ANAMOSA LIMESTONE (OR APPROVED EQUAL) ROCKFACE - RANDOM BROKEN COURSED ASHLAR FULL BED VENEER - RAKED JOINT STONE BANDS/SILLS: ANAMOSA LIMESTONE (OR APPROVED EQUAL) SMOOTH FACE FINISH. PROVIDE ALTERNATE BID FOR CAST STONE IN LIEU OF LIMESTONE BANDS AND SILLS. WOOD LOOK FIBER CEMENT PANELS: NICHIHA USA, INC. VINTAGE WOOD PANELS AWP3030 COLOR: CEDAR GRAY FIBER CEMENT PANELS: NICHIHA USA, INC. ILLUMINATION PANELS AWP3030 COLOR: MATCH SHERWIN-WILLIAMS, WEB GRAY (SW7075) ALUMINUM COMPOSITE PANEL: METAL COPING CAP: SCUPPERS / DOWNSPOUTS: COLOR TO MATCH WINDOW FRAMING. COLOR TO MATCH CLEAR ANODIZED ALUMINUM. GREEN COPING CAP AT ENTRY TOWER COLOR TO MATCH CLEAR ANODIZED ALUMINUM. GREEN TO MATCH COPING CAP AT ENTRY TOWER. (TUBELITE HARTFORD GREEN - OR EQUAL) ALUMINUM CANOPY: GREEN TO MATCH COPING CAP AT ENTRY TOWER. H.M. DOOR & FRAME: SHERWIN WILLIAMS, WELL-BRED BROWN (SW7027) BOLLARDS: BOLLARDGARD.COM BOLLARD COVER, COLOR: KRYPTON TRASH ENCLOSURE GATES: SHERWIN WILLIAMS, KRYPTON (SW6247) ALUMINUM SUNSHADES: :i: MX . a ci ARCHITECTURE / ENGINEERING INTERIORS A 44‘ © COPYRIGHT 0 -o 73. U ca North Crossing Branch owa 50703 0 ^L W 0 0 0 `O M0 N REVISION EXTERIOR ELEVATIONS DRAWN BY: DLS CHECKED BY: CJW JOB NO: 24026 02-19-2025 A201 age L"15 or bits +17'-0" PARAPET TYP. FIBER CEMENT OUTSIDE CORNER + 12'-4" CANOPY CEILING BRICK VENEER 4" STONE BAND STONE VENEER +0'-O„ FLOOR SLAB METAL COPING CAP GRAY FIBER CEMENT PANELS 1 1 1 GRAY FIBER CEMENT PANELS SIGNAGE (BY OWNER) METAL COPING CAP WOOD LOOK FIBER CEMENT PANELS ALUMINUM COMPOSITE PANELS GREEN COPING CAP AT ENTRY TOWER GRAY FIBER CEMENT PANELS METAL COPING CAP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PI J a METAL COPING CAP WOOD LOOK FIBER CEMENT PANELS ALUMINUM SUNSHADE 4" STONE BAND STONE VENEER 1 J NORTH ELEVATION 1/4" = 1'-0" PJ J J J J -----r-- I 1 1 1 1 I LOPEN ALUMINUM COMPOSITE PANELS GREEN COPING CAP AT ENTRY TOWER J J J L L 1�L 1 1 1 1 1 1 1 1 1 1 1 1 e r e d i union 1 //VI J. METAL COPING CAP 4" STONE SILL BRICK VENEER // PJ I 1 1 1 I ©TYP. FIBER CEMENT VIV OUTSIDE CORNER _1_ 1 1 1 TYP1 P1BE tri► 1 immxiims IWIT1 mew ---iii1.rk.- ■------I ------- ■------I ------- ■------1 ------- ■------I ------- ■------I ------- ■------I ------- ■------I ■------1 ------- .------I ■------I -------i EMMIMIIME ALUMINUM WINDOW w/ SCONCE LIGHT ALUMINUM SUNSHADE J \ / 1 :I 1 GRAY FIBER CEMENT — PANELS EAST ELEVATION 1/4" = 1'-0" I I I 1 1 1 1 1 1 I � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I DRIVE -UP CANOPY IN SECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 I I I I 1 1 1 I I 1 1 1 1 1 1 1 1 I I 1 I 1 1 I 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1I I 1 1 1 1 I 1' 1 p i /2" '- /2" I I I. I I 14:-4r I 1 1 1 I 1 1 1 1 1 1 1 1 I . 11Y-31 NIGHT DEPOSIT BOX (N.I.C.) 110'- O r1 /2"I I 1 1 5'-9 3/4" 2'-8 1/2" 1'-6 1/4" GRAY FIBER CEMENT PANELS DRIVE UP TELLER ON ALL 3 SIDES OF RECESS HOLLOW METAL DOOR & FRAME (PAINT) IN RECESS DRAWER (N.I.C.) 1 Y 1 DRIVE UP TELLER WINDOW PJ GRAY FIBER CEMENT PANELS METAL COPING CAP EN I L J +18'-8" PARAPET TYP. FIBER CEMENT OUTSIDE CORNER WOOD LOOK FIBER CEMENT PANELS ALUMINUM SUNSHADE 4" STONE BAND STONE VENEER FLOOR SLAB ALUMINUM WINDOW w/ ALUMINUM SUNSHADE co co +18'-8" PARAPET BRICK VENEER ALUMINUM SUNSHADE 4" STONE BAND STONE VENEER 3 5/8" y y I I I I w C) 4 5/8" 4" BAND / SILL FLOOR SLAB EQ EQ STONE PROFILES SCALE: 1-1/2" = 1'-0" BRICK WALL BELOW 1" 1" STONE CAP AT MONUMENT SIGN BRICK WALL ABOVE BRICK WALL BELOW 2'-2" 1" STONE BAND AT MONUMENT SIGN ARCHITECTURE / ENGINEERING INTERIORS © COPYRIGHT W U' Zw ow~ • co o� 0 - om U c o 3 North Crossing Branch owa 50703 REVISION EXTERIOR ELEVATIONS DRAWN BY: DLS CHECKED BY: CJW JOB NO: 24026 02-19-2025 A202 Image L'I b or bits I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 I 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1L 1 1 1 I I I I I 1 1 1 1 I I I I 1 1 1 1 1 1 I 1 I I I I 1 I 1 1111 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Tr J METAL COPING CAP GRAY FIBER CEMENT PANELS J J 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1_' 1 1 ICI 1 1 1 1 I 1 I 1 ' 1 1 1 1 1 1 1 I 1 1 EAST ELEVATION @ DRIVE UP CANOPY 1/4" = 1'-0" STONE CAP - TAPER TOP TO DRAIN 14'-0" 1 1 1 I I 1 1 1 1 1 1 1 ' 1 1 1 1 I� 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I I 1 1 1 I I I I 11 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I SIGNAGE CABINET AND PANEL BY SIGN SUPPLIER - VERIFY SIZE AND LOCATION BRICK VENEER 1 1 STONE BAND - TAPER TOP TO DRAIN STONE VENEER 10'-0" veridiancu.org I I I I I I L 9 M 0 14'-0" MONUMENT SIGN ELEVATIONS 1/4" = 1'-0" 5" , 1'-4" , 5" •I 1 1 1 N 6 \ 9 L J 2'-O" y r +17'-0" PARAPET TYP. FIBER CEMENT OUTSIDE CORNER + 12'-4" CANOPY CEILING BRICK VENEER SCONCE LIGHT 4" STONE BAND STONE VENEER FLOOR SLAB METAL COPING CAP - TAPER TOP TO DRAIN BRICK VENEER 4" STONE BAND STONE VENEER 14'-0" 8"I1 12'-8" 4" CMU BACKUP - GROUT SOLID - PAINT 8" CMU BACKUP - GROUT SOLID - PAINT 2'-10" 8'-4" 2'-10" PLAN VIEW 14'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IT- o co 9 ti METAL COPING CAP - TAPER TOP TO DRAIN 3x3x1/4 ANGLE FRAMES - BOTH GATES - PAINTED BRICK VENEER 4" STONE BAND STONE VENEER BACK ELEVATION 14'-0" 1 1 1 C i i i I I I I I I 1 1 1 L J BRICK VENEER 4" STONE BAND STONE VENEER 10'-0" I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I SIDE ELEVATION METAL COPING CAP - TAPER TOP TO DRAIN Nri BRICK VENEER 4" STONE BAND STONE VENEER 10'-0" I I I I I I I I r I:—IIIIIIIIr— FRONT ELEVATION SIDE ELEVATION TRASH ENCLOSURE DETAILS 1/4" = 1'-0" J GATE HARDWARE: LATCH 3X3X1/4 ANGLE FRAMES - BOTH GATES HINGES - BOTH GATES 3X3X1/4 TUBE STEEL POST EACH SIDE - TOP OF TUBE CAPPED TO PREVENT WATER INTRUSION - ANCHOR TO MASONRY GALVANIZED METAL DECKING SET HORIZONTALLY - BOTH GATES - PAINTED CANE PINS - BOTH GATES z LLB 0 W ARCHITECTURE / ENGINEERING INTERIORS A 44‘ © COPYRIGHT 0 -o 73. CT) U ca North Crossing Branch owa 50703 0 ^L W 0 0 0 0 N REVISION EXTERIOR ELEVATIONS DRAWN BY: DLS CHECKED BY: CJW III 1 I 1 I 1 1. JOB NO: 24026 02-19-2025 A203 rage 2-1 1 or bits APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "GP", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment Individual Building Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name — Business Name if Applicable (please print): Jeff Morrison - Olsson Address: 601 P Street, Suite 200 Phone: 402.458.5615 Fax: City: Lincoln State: NE Zip: 68508 Email: jmorrison aaolsson.com b. Status of applicant: (a) Owner (b) Other ✓ (CHECK ONE): If other explain: Civil Engineer c. Property owner's name if different than above (please print): North Crossing LLC Address: 401 Main Street Suite 218 Phone: 319-504-1616 Fax: City: Cedar Falls State: IA Zip: 50613 Email: ben(strohholdings.com 2. PROPERTY INFORMATION: a. General location of site plan to be amended: NW Corner of Heath Street and Philip Caldwell Drive b. Legal description of property or portion to be amended: Parcel N in Lot 13 and Lot 14 of North Crossing Fourth Addition, City of Waterloo, Black Hawk County, Iowa c. Dimensions of proposed site plan amendment: 237' (E/W) x 205' (N/S) d. Area of proposed site plan amendment: 1.11 ac e. Current zoning. C-P f. Reason(s) for site plan amendment and proposed use(s) of property: New site plan for this planned commercial development Conditions (if any) agreed to (does not affect existing conditions -unless specified): N/A g• b. Other pertinent information (use reverse side if necessary): N/A Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into Iaw. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by theWa,loo Planning, frogramming, and Zoning Commission and the Waterloo City Council in making their decision. T erinders gne iutherize City Zoning Officials to enter the property in question in regards to the request. gn7 7-17 03-12-2025 f Applicant Date attire of Owner Date Page 218 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Greg Ahlhelm, Building Offical Building Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by LJ's Welding & Fabrication, Inc., of Waterloo, Iowa, in the amount of $36,027.70, in conjunction with the Uni-Cue Handrail Project. 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. Completion of Project - LJ's Welding & Fabrication, Inc. and Pre-Auth Page 219 of 638 Page 220 of 638 L,J.'s Welding & Fabrication, Inc. 14I Center Street PO Box 2312 Waterloo IA 50703 Invoice Date Invoice # 4/1/2025 57191 Bill To WATERLOO BUILDING MAINTENANCE 715 MULBERRY STREET WATERLOO IA 50703 1 (toMp leer" onC3 s F (D,C_c,--_ -' � 1A.n l l.u -, I L1ice--nclraj P.O. No. Terms Project Description Qty Rate Amount UNICUE HANDRAIL LABOR/MATERIAL -POWDER COATED 1 33,670.75 33,670.75T Subtotal $33,670.75 Sales Tax (7.0%) $2,356.95 Total $36,027.70 Payments/Credits woo Balance Due $36,027.70 Page 221 of 638 City Clerk Use Only Finance Committee Approval Date 9/3/2024 City of Waterloo Expenditure Pre -Authorization Request Form The Finance Committee of the City Council is hereby requested to authorize the following purchase or expenditure submitted by the Building Maintenance Department to expend $ 20,240.00 plus est. shipping costs of $ to pay for or purchase demolition and replacement of the existing railing throughout the UNI-Cue campus. This purchase or expenditure is being made because: The handrails/guardrials are rusted and have become a safety hazard. Vendor selected for this purchase: LJ's Welding & Fabrication El Bids or written quotes were taken on this purchase, as follows: Brad Taylor - $43,000.00 LJ's Welding & Fabrication - $20,240.00 Peters Construction Corp. - $55,955.00 nBids or quotes were not taken on this purchase because: Prior Committee Actions (Dates): Please check the following box(es) as appropriate to describe the funding for this expense: nGeneral Fund Bonds Road Use Tax ❑ Sewer 0 Sanitation Federal/other grants ❑ Other (specify) This expenditure is to be coded to the following budget line -item: 323-22-8800-2152 (Fund - Department - Activity - Account Number) (Project Code) in which the budgeted amount is $ 650,000.00 and the current available balance is $ 637,828.00 Respectfully submitted, Greg Ahlhelm, Building Official 08/09/24 W/i N 1`sicliEn 9/3/2024 (Signature Dept. Head or Designee) Date (Signet re Finance Dept. Review) Date K:lshared goodieslforms\Expenditure Pre-Aulhorization.xls (Mar 2010) Page 222 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Todd Derifield, Leisure Services Interim Director Leisure Services Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Motion to approve Change Order No. 9 with Woodruff Construction of Waterloo, Iowa, for a total increase of $2,190.00, in conjunction with the FY 2023 Gates Park Improvements Project, Contract No. 1076, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION • approve Change Order No. 9 with Woodruff Construction of Waterloo, Iowa, for a total increase of $ SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES 2030 Vision and Strategic Plan #7 Sportstown USA: Quality of Life IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 223 of 638 ATTACHMENTS 1. Change Order #9 - Contractor Signed Page 224 of 638 CHANGE ORDER NO. 9 Owner City of Waterloo Date: 4/9/2025 Project Gates Park Improvements Project Owner's Contract No. 1076 Date of Contact Start 5/30/2023 Contractor: Woodruff Construction Contract Amount: $ 9,362,172.81 You are directed to make the following changes in the Contract Documents. Description: 94 Amphitheater Railing $ 8,881.60 /LS x 1 LS $ 8,881.60 94 Amphitheater Wall Cap $ (3,537.00) /LS x 1 LS $ (3,537.00) 97 Splash Pad RR Drinking Foundatin Deduct $ (5,480.00) /LS x 1 LS $ (5,480.00) 103 Donor Recognition Sign Deduct $ (3,000.00) /LS x 1 LS $ (3,000.00) 104 South Gates Restroom Roof $ (5,126.00) /LS x 1 LS $ (5,126.00) 129 Amphitheater Restroom Counter Revision $ (5,320.00) /LS x 1 LS $ (5,320.00) 131 Lower Gates Door Hardware $ 1,634.60 /LS x 1 LS $ 1,634.60 131 Lower Gates Lighting Change $ 961.40 /LS x 1 LS $ 961.40 139 Pump MotorGFl Protection $ 3,170.20 /LS x 1 LS $ 3,170.20 9-1 Splash Pad Netting $ 7,909.64 /LS x 1 LS $ 7,909.64 9-2 Urethane Joint Sealant $ 1,338.26 /LS x 1 LS $ 1,338.26 9-3 Import Fill Sand $ 28.82 /CY x 110 CY $ 3,170.20 9-4 Splash Pad Deck Joint Raveling Deduct $ (2,500.00) /LS x 1 LS $ (2,500.00) TOTAL ADDITIONS $ 2,102.90 Reason for Change Order 94 Adding handrail to the perimeter of the amphitheater stage and sloped sidewalk. Railing would be galvanized only. 94 Changed masonry wall cap to prefinished sheet metal as opposed to cast stone cap. 97 Credit back to Owner for incorrectly placed drinking fountain on playground side of Splashpad Building. 103 Credit back to Owner for sign base dimension error. 104 Credit back to Owner for costs associated with a new metal roof at the South Gates Restroom building. This work was removed from the project. 129 Revisions to amphitheater restroom countertops. See attached documents, 129 Amphitheatre Restroom countertop revisions per PR #15. See attached for list of revisions. 131 Replacing Lower Gates restroom door hardware originally scheduled to match door hardware installed on amphitheater restroom doors 131 Adding two new fixtures and installing fixtures as 1 for 1 replacements of existing fixtures. Additionally furnishing and installing a new mechanical timelock control in replacement of damaged one. 139 Due to Iowa Electrical Code, Pump 1A requires a Class A GFCI protection on the motor. A temporary solution was installed for Summer of 2024 season and is included in this price. 9-1 Replacing splash pad retaining wall fence with Incord netting panels. Pricing includes relocating fence posts on eastern -most and western -most sides of retaining wall and infilling holes from anchor removal. Pricing also includes replacing installed fence material with temporary netting. 9-2 Urethane expansion joint sealing where tar sealant could not be performed. 9-3 Sand was utilized as fill material prior to topsoil placement within removed playground area at Lower Gates. 9-4 Credit back to Owner for deck joints being sawed early causing joint raveling. CONTRACT PRICE CONTRACT TIME To Substantial To Final Completion Completion Original: $ 9,362,172.81 Original Working Days 240I 249] Previous C.O.s (ADD/DEDUCT) $ (1,167,464.58) This C.O. (ADD/DEDUCT) $ 2,102.90 Revised Working Days: Contract Price with all approved Change Orders: $ 8,196,811.13 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: BY: Owner (Authorized Signature) Date ACCEPTED: BY: 10,4s ractor (Authorized Signature) Date CCEPTED: BY: AECOM 4/10/25 Date AECOM 60672429 I 9 Project No. C.O. No. Page 225 of 638 WOODRUFF CONSTRUCTION. LLC AMES I FORT DODGE I IOWA CITY 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax (319) 233-3369 11/5/2024 REV 1 12/18/2024 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #42 - Amphitheater Railing REV 1 Dear Mr. Hemann: Per PR#12 V2 we are proposing the following: • Add handrails at the perimeter of the amphitheater stage and sloped sidewalk per the attached drawings. Provide separate pricing for painted galvanized railing and for stainless steel railing. Painted Galvanized Steel Handrails Galvanized Steel Handrail Material (Quote Attached) = $ 4,880.00 Credit for Stainless Step Rails to Galvanized = $ (624.00) Painting (Quote Attached) - $ 3,600.00 Labor to Install (3 guys x 20 hours x $70/hr) = $ 4,200.00 GC Markup on Subs & Material (10%) = $ 425.60 Subtotal = $ 8,881.60 Stainless ccl Handrails Stainless Steel Handrail Material (Quote Attached) - $10,625.00 Labor to Install (3 guys x 20 hours x $70/hr) - $ 4,200.00 GC Markup on Subs & Material (10%) - $ 1,062.00 Subtotal - $15,887.00 When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, LLC. Will McAllister Project Manager Owner Approval / Date Architect Approval / Date BO Page 226 of 638 Will McAllister From: mark@grossesteel.com Sent: Wednesday, December 4, 2024 9:38 AM To: Will McAllister Subject: RE: External: RE: Gates - PR12 -Amphitheater Handrail Addition Will, There would be a $624.00 credit to change the step rails from stainless steel to galvanized steel. So, if you take that off of the added galvanized rails in PR#12, it would leave an added cost of $4,256.00. As far as what to do at the rail joints, we could use a mechanically fastened splice that uses set screws to tighten. Mark From: Will McAllister <willm@woodruff.build> Sent: Tuesday, December 3, 2024 2:36 PM To: mark@grossesteel.com Subject: RE: External: RE: Gates - PR12 -Amphitheater Handrail Addition Mark, Sounds like the city would like to move forward with the galvanized steel rail option. However, they would like to leave it a galvanized finish instead of painting. Would there be any field welded connections that we would need to use galvanizing spray on, or what would be the best solution for these connection points? The city would also like to then switch the stainless steel handrails that were in your guys' base price to galvanized steel to match the finish. What would be the credit back here to switch from stainless to galvanized? Thanks, Will McAllister I Project Manager Employee Owner Woodruff Construction Office: 319-545-2410 CeII: 319-493-9788 From: mark@grossesteel.com <mark@grossesteel.com> Sent: Tuesday, November 5, 2024 8:28 AM To: Will McAllister <willm@woodruff.build> Subject: RE: External: RE: Gates - PR12 -Amphitheater Handrail Addition Will, Shane did figure galvanized for the steel option. Thanks. Mark i Page 227 of 638 WOODRUFF CONSTRUCTION 414 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax: (319) 233-3369 3/10/2025 SUBJ: Potential Change Order #047 — Amphitheater Cast Stone Wall Cap Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Credit back to City in accordance with PR #13 and changing masonry wall cap to prefinished sheet metal. Masonry wall cap deduct Labor to install wood blocking and sheet metal (4mh x $70/hr) Wood blocking material = $ (3,872.00) = $ 280.00 = $ 55.00 Subtotal = $ (3,537.00) Your written approval is required by (3/17/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date BM Page 228 of 638 Will McAllister From: nate@seehasemasonry.com Sent: Monday, March 10, 2025 4:05 PM To: Nate Harden; gene@seehaseconcrete.com Cc: Will McAllister; Elvis Kajmic; Steffoni Schmidt Subject: External: Re: Gates Park Punch Items Good Afternoon Nate & Will, I looked into the credit for cast stone on top of the amphitheater CMU wall. It was included in our revised pricing from 1/20/24, so we do owe the city a credit (See value listed below). I believe this is the last item for Seehase Masonry, correct me if I'm wrong and we will take care of it. Cast Stone Caps 48 l.f. @ Ampitheatre CMU Wall (deduct from contract) - $3,872.00 Have a nice day! Zeta Seitmede Estimating & Preconstruction Team Seehase Masonry, Inc. (319)404-3998 1018 W. 1st St. Sumner, IA 50674 Page 229 of 638 PROPOSAL REQUEST PROJECT Gates Park Improvements PROJECT # 22096 OWNER City of Waterloo DATE 11/15/24 CONTRACTOR Woodruff PR # 13 Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Within fourteen (14) days, the Contractor must submit this proposal or notify the Architect, in writing, of the date on which proposal submission is anticipated. WORK MAY PROCEED ONLY AFTER OWNER AUTHORIZES CHANGE. CONTRACTOR CANNOT BILL UNTIL CHANGE ORDER IS EXECUTED. DESCRIPTION At Amphitheater, masonry wall cap, change to prefinished sheet metal in lieu of cast stone as detailed. Provide credit for stone masonry, and mason install, and add treated wood top blocking, with prefinished sheet metal, mansard brown color. RFI'S/ASI'S None ATTACHMENTS N/A CONTRACTOR RESPONSE Provide the following information with back up documentation for review by the Architect and Owner. Net amount of this proposed change: ❑ Add ❑ Deduct ❑ No Change $ (Provide pricing breakdown on separate sheet(s)-include material and labor costs with sub -contractor and supplier costs) Net change in working days due to this proposed change: ❑ Add ❑ Deduct ❑ No Change Days Justification for time extension: CONTRACTOR SIGNATURE By [Signature] Name [Typed Name] Date I NVISION © 2024 INVISION 1 Page 230 of 638 ARCHITECT REVIEW 11/15/24 OWNER APPROVAL ❑ Recommend Acceptance ❑ Approve ❑ Do Not Recommend Acceptance ❑ Reject Other ❑ Other By [Signature] By [Signature] Name [Typed Name] Name [Typed Name] Date Date I NVISION © 2024 INVISION 2 Page 231 of 638 WOODRUFF CONSTRUCTION 414 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #049 — Water Fountain Relocation Credit REV1 Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax: (319) 233-3369 3/18/2025 REV1: 4/8/2025 • Give credit for incorrectly placed drinking fountain on the playground side of the splashpad building. Drinking fountain was located as is due to interference on the inside of the building with electrical and splash pad equipment. Location was not approved by Leisure Services prior to work being in place, and now the painting layout does not match the design. Our credit includes costs to not have to relocate drinking fountain, and not repaint portion of exterior wall to line up with drinking fountain, as well as not relocate a light above the drinking fountain. Credit for plumbing rework Credit for electrical rework Credit for Woodruff coordination rework Repaint wall Reinstall light Total Your written approval is required by (3/14/2025) = ($ 800.00) = ($ 1,000.00) = ($ 2,000.00) = ($ 1,280.00) = ($ 400.00) = ($ -5,480.00) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date MN Page 232 of 638 WOODRUFF CONSTRUCTION 1 00% Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 2/4/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #048 — Concrete Base Dimension Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Credit back to City for concrete base dimension error Concrete Base Dimension = $ (3,000.00) Subtotal = $ (3,000.00) Your written approval is required by (2/11/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date I■■ Page 233 of 638 WOODRUFF CONSTRUCTION 1 00% Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 1/15/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #052 — South Gates Restroom Roof Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Credit back costs of new metal roof for Lower Gates restroom roof Credit = $ (5,126.00) Your written approval is required by (1/22/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date i ■■ Page 234 of 638 WOODRUFF CONSTRUCTION. LLC AMES I FORT DODGE I IOWA CITY 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax (319) 233-3369 3/13/2025 REV1: 3/26/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #45 — Restroom Counter Supports REV1 Dear Mr. Hemann: Per PR#15 we are proposing the following: • Exposed steel counter support and apron is to be painted, white color to match walls. • Aprons to be 12" wide in 16 ga sheet metal in Gates South Restrooms, Splash Pad Restrooms, and Amphitheater Restrooms. • 2x2x1/4" steel angle kickers to be painted white to match wall color. To be installed in Splash Pad Restrooms and Amphitheater Restrooms. • A continuous 16 ga bent sheet metal cover to be installed over exposed pipes under sink and painted white to match wall color. • Edges to be hemmed or eased to eliminate sharp edges. Added Costs Painting (Quote Attached) = $ 1,900.00 16 ga steel apron material (Quote Attached) = $ 1,866.00 16 ga steel apron install (1 guy x 12 hours x $70/hr) = $ 840.00 Angle kicker install (1 guy x 1 hours x $70/hr) = $ 70.00 Pipe cover @ Amp RR install (2 guys x 8 hours x $70/hr) = $ 1,120.00 1/4" front edge steel plate material (Quote Attached) = $ 1,742.00 1/4" front edge steel plate install (2 guys x 10 hours x $70/hr) = $ 1,400.00 GC Markup on Subs & Material (10%) = $ 550.00 Subtotal = $ 9,488.00 Credits Phenolic Casework Material (Quote Attached) = ($11,798.00) Labor to Install Phenolic = ($ 3,010.00) Subtotal = ($14,808.00) Grand Total = ($ 5,320.00) MI Page 235 of 638 When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, LLC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date MN Page 236 of 638 D.A. Bunch Company 4003 J St. SW, Suite 4 Cedar Rapids, Iowa 52404 Ph: 319-399-1735 Fax: 319-399-1731 Email: dean@dabunch.com BID QUOTATION ATTENTION: Nate Harden COMPANY: Woodruff Construction PROJECT: Gates Park PHONE: 319-233-3349 DATE: March 10, 2025 PR-15 Apply 2-3 coats of epoxy/urethane to countertop supports. Price: $1,900.00 Price includes labor, material, equipment and insurance coverage. Please call with questions, concerns, or if I may be of further service. Respectfully, Dean Melsha Estimator, D.A. Bunch Company DTM Page 237 of 638 Will McAllister From: mark@grossesteel.com Sent: Wednesday, March 26, 2025 11:49 AM To: Will McAllister Subject: RE: External: RE: PR 15 pricing Gates Park Will, The quote would be revised from $2,070.00 to $1,866.00 to eliminate 16 pieces of 2x2 angle. Thanks. Mark Page 238 of 638 PROPOSAL REQUEST PROJECT Gates Park Improvements PROJECT # 22096 OWNER City of Waterloo CONTRACTOR Woodruff DATE 2/27/2024 PR # 15 Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Within 14 (fourteen) days, the Contractor must submit this proposal or notify the Architect, in writing, of the date on which proposal submission is anticipated. WORK MAY PROCEED ONLY AFTER OWNER AUTHORIZES CHANGE. CONTRACTOR CANNOT BILL UNTIL CHANGE ORDER IS EXECUTED. DESCRIPTION Provide a price for the materials and labor for the following work. 1. Gates South Restrooms: a. 12" wide 16ga bent sht mtl cover, white dimensions. 2. Splash Pad Restrooms: a. 12" wide 16ga bent sht mtl cover, white dimensions. b. 2x2x1/4" steel angle kicker, paint white 3. Ampitheater Restrooms: a. 12" wide 16ga bent sht mtl cover, white dimensions. 2x2x1/4" steel angle kicker, paint white. See floor plans for locations. Continuous 16ga bent sht mtl cover, white to match walls (paint grip if field paint) b. c. to match walls (paint grip if field paint), field verify to match walls (paint grip if field paint), field verify . See floor plans for locations. to match walls (paint grip if field paint), field verify *- HEM OR EASE ALL EDGES TO ELIMINATE SHARP EDGES RFI'S/ASI'S ATTACHMENTS A1.10, A3.10, A4.10, A6.01, A7.11 CONTRACTOR RESPONSE Provide the following information with back up documentation for review by the Architect and Owner. Net amount of this proposed change: ❑ Add ❑ Deduct ❑ No Change $ (Provide pricing breakdown on separate sheet(s)-include material and labor costs with sub -contractor and supplier costs) Net change in working days due to this proposed change: ❑ Add ❑ Deduct ❑ No Change Days I\VISION 2025 INVISION 1 Page 239 of 638 Justification for time extension: CONTRACTOR SIGNATURE By [Signature] Name [Typed Name] Date ARCHITECT REVIEWI2/11/2024 OWNER APPROVAL ❑ Recommend Acceptance ❑ Approve ❑ Do Not Recommend Acceptance ❑ Reject Other ❑ Other By [Signature] By [Signature] Name [Typed Name] Name [Typed Name] Date Date \VISION 2025 INVISION 2 Page 240 of 638 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT rJ (09> 2'-0" , 4 4 3 7/8" 13'-8 5/8" . J 5'-3 5/8" 13'-8 5/8" 3 7/8" 107.1 C�) fi ESTROOM 107 3 TYP PR15 A6.01 2 TYP 1 TYP ( 1t 106.1 4 1 1 1 1 1 MIRR A6.01 2 MIRR RESTROOM 3 MIRR (04) /1 I 106 A ,� 105.1 1 1 1 4 05 A6.01 2 I 1 RESTROOM — — 1 8'-' 105 0" i4o 6 �:_ EQ TYP EQ 1 5 I �7.11 PR15 T\1. 1'-0" TYP 2x2x1/4" STEEL ANGLE KICKER, PAINT WHITE 6'-0" 4 o 2 7 RESTROOM 100 PR15 3 MIRR IRR 2'-0" 100.1 r 2x2x1/4" STEEL ANGLE KICKER, PAINT WHITE 4 3 2 PUMP ROOM 104 3 7/8"- 2'-0" d- 4'-9 3/8" 4'-9 3/8" 4 4'-9 3/8" ♦ 0 1 I 1 SIM 'v _: 03> 1 2 A6.01 SIM 3SIM RESTROOM 0 E I 101 I I 1 3'-113/4" 4'-0 5/8" L 3'-4" L 4'-8 1 /4" C1 1 410 A 1 (5 RESTROOM � I 3 MIRR 102 2 A6.01 MIRR 0 PR15 1 MIRR I T 4'-9 3/8" r 104.3 104.2 CHEM CLO. 104 y HEM C 104A 1' / STORAGE 103 4'-8" 2 4'-9 3/8" 4'-9 3/8" ♦ ♦ 101.1 102.1 15 0 zkr 3 05 103.1 4'-9 3/8" 34'-0" 4-3 7/8" 2'-0" M 9 (V co ti � ♦ ♦ 0 CV SPLASH PAD BUILDING - FLOOR PLAN 1/4" = 1'-0" NORTH GENERAL FLOOR PLAN NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION OKEYNOTES Keynote Text 03 URINAL TO BE OUTSIDE OF 5'-0" TOILET CLEARANCE. 04 OPENING IN COUNTER FOR TRASH. 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 09 ROOF OVERHANG ABOVE 12 METAL TUBING COUNTER SUPPORT, REFER TO DETAILS. 15 FIRST AID KIT - OWNER FURNISHED & CONTRACTOR INSTALLED. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 6 9 9/15/2023 7/8/2024 Description C04 PR15 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SPLASH PAD BUILDING - FLOOR PLAN Category Sheet A1.10 City of Waterloo Contract No. 1076 Page 241 of 638 GENERAL FLOOR PLAN NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT CO5 0 o ♦• 0) Tao M ♦ / 4'-6 5/8" 128.1 09 METAL TUBING COUNTER SUPPORT, REFER TO DETAILS 2x2x1/4" STEEL ANGLE KICKER, PAINT WHITE RFI 55 PAPER TOWEL DISPENSER 4 SOAP DISPENSER 6" TRASH GROMMETS SOAP DISPENSER PAPER TOWEL DISPENSER C05 10 w ♦ NORTH CL CL— • 0 / 4'-6 5/8" / 4'-6 5/8" / 32'-0" 4'-8" 13'-8" STORAGE A 128 114 SF A lir , O PR15 L -t-i O E . 1 (C CV C�♦ w ♦ o �i � i°54 Lti <6k6.C)I I- ):° O♦ ♦ MEN'S RESTROOM 125 A . 297 SF� - -Mill ww 9'-9" t9 0 rn e 0 M 09 05 ♦ 09 '-0 3/8" 0 M 0 M M 09 17'-0" 13'-1 3/4" / 4'-6 5/8" 20 10 4'-6 5/8" X O ll XXXX 17'-8 3/8" MECH/ ORAGE 17 22 SF AMPHITHEATER RESTROOM - FLOOR PLAN 1/4" = 1'-0" 3 A3.20 • 6 13'-8" WOMEN'S RESTROOM 126 298 SF 126.1 XX / 5'-0" 9'-9" 4'-6 5/8" 1 PR15 N ti 0 / C05 09 CV 127.1 C05 O 0 ♦ ♦ 2 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET ARE PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE -SAFETY, ETC. DOCUMENTS FOR SPECIFIC DESIGN INFORMATION. 3. ALL CONDUITS AND PIPES SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK ABOVE. NOTHING SHALL BE BELOW THE BOTTOM EDGE OF THE STRUCTURE UNLESS PRIOR APPROVAL IS GRANTED BY THE ARCHITECT OR OWNER. ABSOLUTELY NO OBSTRUCTIONS SHALL PREVENT A FINISHED CEILING HEIGHT NOTED ON THE DRAWINGS IN THOSE AREAS RECEIVING CEILING TREATMENT. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 4. CAULK & SEAL ALL CONTROL -EXPANSION, SAWCUT JOINTS AT ALL INTERIOR & EXTERIOR MASONRY & CONCRETE. PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS ON GRADE AS SHOWN OR DETAILED ON STRUCTURAL DRAWINGS, IF NOT SHOWN, PROVIDE JOINTING PLAN. 5. ALL EXPOSED STEEL TO BE FINISHED WITH HIGH PERFORMANCE PAINT. REFER TO FINISH SCHEDULE (A7.11) FOR COLOR. REFER TO SPECIFICATION MANUAL FOR HIGH PERFORMANCE CRITERIA. WALL LEGEND: EXISTING WALL NEW WALL CONSTRUCTION 0 KEYNOTES Keynote Text 05 DRINKING FOUNTAIN WITH BOTTLE FILLER. - CONTRACTOR FURNISHED & INSTALLED. 07 WATER HEATER, REFER TO MEPT. 09 ROOF OVERHANG ABOVE 10 SPLASH BLOCK. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 7 9 10 10/13/2023 7/8/2024 9/3/2024 Description CO5 PR15 RFI 55 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title AMPHITHEATER RESTROOM - FLOOR PLAN Category Sheet A3.10 City of Waterloo Contract No. 1076 Page 242 of 638 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT NEW PRIVACY NEW FACIA, PAINT EXISTING SIDING, EXISTING CMU, PAINT PANEL PAINT PAINT EXISTING ROOF STRUCTURE W/ NEW EXPOSED FASTENER METAL ROOF n EXISTING ROOF STRUCTURE W/ NEW EXPOSED FASTENER METAL ROOF GATES SOUTH RR - NORTH ELEVATION ALTERNATE 1 1/4" = 1'-0" EXISTING CMU, PAINT EXISTING SIDING, NEW FACIA, PAINT PAINT NEW PRIVACY PANEL. PAINT 1 l 1 1 1 1 1 0 TOILET PAPER DISPENSER, OFCI, TYP NEW PRIVACY PANEL, PAINT NEW DOOR AND FRAME, PAINT EXISTING ROOF STRUCTURE W/ NEW DOOR AND FRAME, REFER TO SCHEDULE EXISTING CMU NEW EXPOSED FASTENER REFER TO SCHEDULE METAL ROOF NEW PRIVACY PANEL, PAINT lor 1 11111111 GATES SOUTH RR - EAST ELEVATION ALTERNATE 1 1/4" = 1'-0" NEW FACIA, PAINT EXISTING ROOF STRUCTURE W/ NEW EXPOSED FASTENER METAL ROOF EXISTING CMU, PAINT GATES SOUTH RR - SOUTH ELEVATION ALTERNATE 1 GATES SOUTH RR - WEST ELEVATION ALTERNATE 1 1/4" = 1'-0" MENS NORTH ALTERNATE 1 1/4" = 1'-0" FRAMED LAMINATED MIRROR, CFCI SOAP DISPENSER, OFCI REFER TO MEP FOR SINK AND FAUCET TYPE — PAINT TOILET WING WALLS, EPT1, TYP ALL SIDES FLOOR MOUNTED TOILET, REFER TO MEP, TYP ALTERNATE 1 1/4" = 1'-0" GATES SOUTH RR - EAST ELEVATION ALTERNATE 1 1/4" = 1'-0" NEW FACIA, PAINT EXISTING ROOF STRUCTURE W/ NEW EXPOSED FASTENER METAL ROOF EXISTING CMU, PAINT GATES SOUTH RR - SOUTH ELEVATION ALTERNATE 1 GATES SOUTH RR - WEST ELEVATION ALTERNATE 1 1/4" = 1'-0" MENS NORTH ALTERNATE 1 1/4" = 1'-0" FRAMED LAMINATED MIRROR, CFCI SOAP DISPENSER, OFCI REFER TO MEP FOR SINK AND FAUCET TYPE — PAINT TOILET WING WALLS, EPT1, TYP ALL SIDES FLOOR MOUNTED TOILET, REFER TO MEP, TYP ALTERNATE 1 1/4" = 1'-0" 41 EPT1PT1� I I 1 2'-0" / / \ \ \ \ cI ,, \ / / i v \ PAPER TOWEL DISPENSER, OFCI, TYP INTERIOR EAST ALTERNATE 1 1/4" = 1'-0" YEPT17 EPT1 7 C) U INTERIOR WEST ALTERNATE 1 1/4" = 1'-0" FRAMED LAMINATED MIRROR, CFC1 SOAP DISPENSER, OFCI REFER TO MEP FOR SINK AND FAUCET TYPE REFER TO MEP FOR ALL PLUMBING FIXTURE TYPES, TYP PAINT TOILET WING WALLS, EPT1, TYP ALL SIDES FLOOR MOUNTED TOILET, REFER TO MEP, TYP ROOF PLAN ALTERNATE 1 1/8" = 1'-0" C06) (co)4 Im CC04) 9 REFLECTED CEILING PLANALTERNATE 1/8" = 1'-0" TOILET PAPER DISPENSER, OFCI, TYP 4 MEN'S SOUTH ALTERNATE 1 l 1 /4" = 1'-0" XEPT1 WOMENS SOUTH ALTERNATE 1 1/4" = 1'-0" 14 13 10 GATES SOUTH RESTROOM FLOOR PLAN ALTERNATE 1 1/4" = 1'-0" GATES SOUTH RESTROOM DEMO PLAN ALTERNATE 1 1/4" =1-0 KKEYNOTES Keynote Text 08 WOODEN PRIVACY PANELS. C04 EXISTING CEILING, PAINT. C06 OPEN TO ABOVE. DO1 REMOVE EXISTING PLUMBING FIXTURE & GRAB BARS. D02 REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING FOR NEW FRAME AND DOOR. D03 REMOVE EXISTING PRIVACY PANELS. D04 CLEAN AND PREPARE SURFACE FOR NEW PAINT. R04 FACIA, PAINT TO MATCH DARK BRONZE METAL FLASHING R20 INTERIOR WALLS BELOW ROOF THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, .#.101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date 1 4 6 9 4/14/2023 4/27/2023 9/15/2023 7/8/2024 Description ADDENDUM 01 ADDENDUM 04 C04 PR15 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title SOUTH RESTROOM RENOVATION DETAILS Category Sheet A4.10 City of Waterloo Contract No. 1076 Page 243 of 638 GENERAL INTERIOR ELEVATION NOTES: 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT C05 =-=-=-=-=-=-=---'--_- T=1 T PARTITIONS, TP1 -:.���r���j� URINAL PARTITION TO �:������'��� MATCH TP1, TYP =-� I/__=IM=IPM=A •mW4- � • GRAB BARS, CFCI, TYP AMPITHEATER RESTROOM - MEN'S TOILET WALL 1/4" = 1'-0" TOILET PAPER, EACH STALL, TYP OFCI URINAL, REFER TO MEP FLOOR MOUNTED TOILET, REFER TO MEP I I I / 1�11�<� 1111 /I /III // 1 1 1 i l 1 <I \1 1 1 1< 1 1 1 1 1 1 1 11 II Nil I iiill I 1iNl AMPITHEATER RESTROOM - WOMEN'S TOILET WALL 1/4" = 1'-0" GRAB BARS, CFCI, TYP TOILET PAPER DISPENSER, OFCI 9_ FLOOR MOUNTED TOILET, REFER TO MEP SPLASH PAD - TYP RESTROOM 3 1/4" = 1'-0" PAINTED CMU BLOCK. REFER TO FLOOR PLAN AND FINISH SCHEDULE TOILET PARTITONS, TP1 GRAB BARS, CFCI SANITARY NAPKIN DISPOSAL, EACH STALL, TYP OFCI TOILET PAPER, EACH STALL, TYP OFCI 3'-0" C05 RFI 55 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. 2. ALL PLUMBING FIXTURES SHOWN ON THIS SHEET IS PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO PLUMBING DOCUMENTS FOR SPECIFIC DESIGN INFO. 3. ALL REST ROOMS, FIXTURES & ACCESSORIES SHALL BE COMMERCIAL GRADE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. 4. PROVIDE ADEQUATE BLOCKING FOR ALL REST ROOM FIXTURES AND EQUIPMENT. 5. ELECTRICAL OUTLETS AND COMMUNICATION RECEPTACLES SHOWN ON ARCHITECTURAL DRAWINGS DO NOT INCLUDE THE ENTIRE SCOPE OF WORK AND ARE SHOWN WHERE THERE MAY BE COORDINATION ISSUES WITH OTHER WORK. FOR FURTHER CLARIFICATION, CONSULT ELECTRICAL DRAWINGS. 6. REFER TO FINISH PLANS AND SCHEDULE FOR ALL FINISHES AND LOCATIONS. GENERAL MILLWORK NOTES: CASEWORK TAG COUNTERTOP TAG CUSTOM'_ _--- PLAM1 • V• L 24.34.5.24� CUSTOM SIZE MATERIAL LOCK INDICATOR LIGHT VALANCE SIZE: WH•D PLAM1 34.25.4� PLAM1 34.25.0� MATERIAL BACKSPLASH SIZE: H COUNTERTOP SIZE: D COUNTERTOP ELEVATION NO BACKSPLASH 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF NEW CONSTRUCTION. NOTIFY ARCHITECT OF FIELD DISCREPANCIES. 2. ALL FASTENERS TO BE CONCEALED UNLESS OTHERWISE NOTED. 3. DO NOT SCALE DRAWINGS, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, SPECIFICATION, AND EXISTING FIELD CONDITIONS. 4. PROVIDE ADEQUATE BLOCKING FOR ALL CABINETS, FIXTURES, AND EQUIPMENT. 5. ALL EXPOSED AND SEMI -EXPOSED SURFACES TO RECEIVE FINISHED EDGES/PANELS TO MATCH ADJACENT SURFACES 6. ALL EXPOSED WOOD TO BE SEALED PER FINISH SCHEDULE AND SPECIFICATION. 7. ALL EXPOSED STEEL TO BE PAINTED PER FINISH SCHEDULE AND SPECIFICATION. 8. SEE FINISH SCHEDULE FOR ALL PHENOLIC CASEWORK SELECTIONS. 1' 8" 3i-0" / REFER TO MEP FOR SINK & FAUCE TYP TRASH SPACE AMPITHEATER RESTROOM - SINK WALL 1/4" = 1'-0" GRAB BARS, CFCI, TYP PAPER TOWEL DISPENSER, OFCI FLOOR MOUNTED TOILET, REFER TO MEP URINAL, REFER TO MEP PAINTED CMU BLOCK. REFER TO FLOOR PLAN AND FINISH SCHEDULE SPLASH PAD - TYP RESTROOM 2 1/4" = 1'-0" PR15 2 • -0" • v 3'-1" / Ah ►�I 2'-0" / 3 •25.0 SPLASH PAD - TYP RESTROOM 1 1/4" = 1'-0" FRAMED LAMINATED MIRROR, CFCI, TYP SOAP DISPENSER, OFCI, TYP PAPER TOWEL DISPENSER, OFCI, TYP METAL TUBING FOR COUNTER T, ' R TO DETAILS CONTINUOUS 16GA BENT SHT M COVER, WHITE TO MATCH WALLS (PAINT GRIP IF FIELD PAINT) 12" WIDE 16GA BENT SHT MTL COVER, WHITE TO MATCH WALLS (PAINT GRIP IF FIELD PAINT), FIEL VERI Y DIMENSIONS PR15 FRAMED LAMINATED MIRROR, CFCI SOAP DISPENER, OFCI REFER TO MEP FOR SINK & FAUCET TYPE METAL TUBING FOR COUNTER UPPORT, REFER TO DETAILS 12" WIDE 16GA BENT SHT M L COVE", r HIT MATCH WALLS (PAINT GRIP IF FIELD PAINT), FIELD VERIFY DIMENSIONS PAINTED C U BLI . RE ' 0 FLOOR PLAN AND FINISH SCHEDULE THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Is ed o. Date Description 1 2 4/14/2023 ADDENDUM 01 4/20/2023 ADDENDUM 02 6 7 9/15/2023 C04 10/13/2023 C05 9 10 7/8/2024 PR15 9/3/2024 RFI 55 Issue Date : 3/22/2023 Sheet Title Designed By : SPD & BV Reviewed By : BV INTERIOR ELEVATIONS Category Sheet A6.01 City of Waterloo Contract No. 1076 Page 244 of 638 2023 RITLAND+KUIPER LANDSCAPE ARCHITECTS COPYRIGHT INTERIOR FINISH LEGEND TAG MANUFACTURER STYLE COLOR SIZE COMMENTS ORDER 1 FLOOR CONC1 LIGHTLY BRUSHED CONCRETE REFER TO SPECIFICATION FLOOR CONC2 REFER TO SPEC SECTION FLOOR MILLWORK PHEN1 MOTTLAB MANUFACTURING PHENOLIC RESIN CASEWORK - FUNDERMAX 2286 FH WHITE SYRINGA - PROVIDE PHENOLIC FINISHED CASEWORK, REFER TO SPECIFICATION MILLWORK SSM1 FORMICA - 410 ARGENTO TERRAllO MATRIX 1/2" THICK PROVIDE 1" THICK GRADE A PLYWOOD SUBSTRATE, PAINT EXPOSED EDGES BLACK MILLWORK MISC PT1 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED DOORS, FRAMES, MASONRY, AND CONCRETE TO MATCH DARK BRONZE FRAMING COLOR UNLESS OTHERWISE NOTED MISC PT2 PPG INDUSTRIES SEMI -GLOSS TBD, SELECTED FROM DESIGNERS FULL RANGE - PAINTED MASONRY AND CONCRETE TO MATCH TAN COLORED/LIMESTONE BLOCK UNLESS OTHERWISE NOTED MISC TP1 SCRANTON PRODUCTS HINY HIDERS PARTITIONS CHARCOAL GREY ORANGE PEEL 72" H FLOOR MOUNTED OVERHEAD BRACED MISC WALL EPT1 PPG INDUSTRIES EPDXY PAINT PPG 1010-1 PEGASUS WALL 2'-10" MAX TO TOP OF SINK BASIN • • 2'-1" .b 6" MAX. 8" MIN. REFER TO MEP FOR EXACT PLUMBING FIXTURES, FOR REFERNCE ONLY REFER TO ELEVATION FOR COUNTER FINISH CV °, d TYP ADA APRON SINK DETAIL 2 1 1/2" = 1'-0" MOUNT 1/4" STEEL PLATE TO FULL WIDTH OF EXPOSED WOOD BLOCKING FROM CMU WALL TO STEEL FRAMING. FASTEN STEEL PLATE TO WOOD WITH COUNTERSUNK FLATHEAD SECURITY SCREWS SPACED 18" O.C. PAINT ALL EXPOSED STEEL BLACK. ALIGN WITH EXISTING TUBE STEEL SUPPORT STEEL FRAMING BEYOND 2x2x1/4" STEEL ANGLE KICKER, PAINT WHITE PROVIDE PRESSURE TREATED BLOCKING AND SHIM AS REQUIRED 12" WIDE 16GA BENT SHT MTL COVER, WHITE TO MATCH WALLS (PAINT GRIP IF FIELD PAINT), FIELD VERIFY DIMENSIONS CONTINUOUS 16GA BENT SHT MTL COVER, WHIT TO MATCH WALLS (PAINT GRIP IF FIELD PAINT) PROVIDE 2x PRESSURE TREATED BLOCKING 2'-1" 2'-10" MAX TO TOP OF SINK BASIN TYP TRASH GROMMET DETAIL 1 1/2" = 1'-0" GROMMET WITHIN SOLID SURFACE COUNTER - EASE EDGES. REFER TO FLOOR PLAN FOR LOCATION, TYP REFER TO ELEVATION FOR COUNTER FINISH MOUNT 1/4" STEEL PLATE TO FULL WIDTH OF EXPOSED WOOD BLOCKING FROM CMU WALL TO STEEL FRAMING. FASTEN STEEL PLATE TO WOOD WITH COUNTERSUNK FLATHEAD SECURITY SCREWS SPACED 18" O.C. PAINT ALL EXPOSED STEEL BLACK. STEEL FRAMING BEYOND PROVIDE FPRESSURE TREATED BLOCKING AND ED CONTINUOUS 16GA BENT SHT MTL COVER, WHITE TO MAT H WALL (PAINT GRIP IF FIELD PAINT) - TRASH BIN FOR REFERENCE, OF01 PR15 of 2'-1" RFI 55 METAL 4X4 TUBING, REFER TO FLOOR PLAN FOR LAYOUT INTENT; WELD ALL JOINTS, REFER FOR FLOOR PLAN FOR LAYOUT INTENT REFER TO ELEVATION FOR COUNTER FINISH MOUNT 1/4" STEEL PLATE TO FULL WIDTH OF EXPOSED WOOD BLOCKING FROM CMU WALL TO STEEL FRAMING. FASTEN STEEL PLATE TO WOOD WITH COUNTERSUNK FLATHEAD SECURITY SCREWS SPACED 18" O.C. PAINT ALL EXPOSED STEEL BLACK. TEEL :AMIN :EYO 2x2x1/4" STEEL ANGLE KICKER, PAINT WHITE RO : PR'_. TREATED BLOCKING AND SHIM AS REQUIRED CONTINUOUS 16 A BENT HT MTL OVER, TO MATCH WALLS (PAINT GRIP IF FIELD PAINT) CHANGING COUNTER BLOCKING DETAIL TYP ADA APRON SINK DETIAL vir 1 1/2" = 1'-0" INTERIOR MATERIAL LEGEND MATERIAL LABEL MATERIAL DESCRIPTION ACR ACRYLIC MATERIAL ACT ACOUSTICAL CEILING TILE AND GRID AMC ACOUSTIC METAL CEILING AP ACOUSTIC PANEL CC CUBICLE CURTAIN CG CORNER GUARD CONC CONCRETE CPT CARPET EF EPDXY FLOORING EPT EPDXY PAINT EX EXISTING FAB FABRIC GF GRAPHIC FILM GR GROUT GWC GRAPHIC WALLCOVERING GYP GYPSUM WALL BOARD LKR LOCKER MKBD MARKERBOARD MP METAL PANEL PLAM PLASTIC LAMINATE PT PAINT QZ QUARTZ RB RESILIENT BASE RF RESILIENT FLOORING SSM SOLID SURFACE MATERIAL SST STAINLESS STEEL STO STONE TK TACKABLE SURFACE TL TILE TP TOILET PARTITION TZ TERAllO WB WOOD BASE WC WALLCOVERING WD WOOD WOC WALK OFF CARPET WP WALL PROTECTION WT WINDOW TREATMENT PR15 REFER TO MEP FOR EXACT PLUMBING FIXTURES, FOR REFERNCE ONLY REFER TO ELEVATION FOR COUNTER FINISH MOUNT 1/4" STEEL PLATE TO FULL WIDTH OF EXPOSED WOOD BLOCKING FROM CMU WALL TO STEEL FRAMING. FASTEN STEEL PLATE TO WOOD WITH COUNTERSUNK FLATHEAD SECURITY SCREWS SPACED 18" O.C. PAINT ALL EXPOSED STEEL BLACK. ALIGN WITH EXISTING TUBE STEEL SUPPORT STEEL FRAMING BEYOND PROVIDE FPRESSURE TREATED BLOCKING AND SHIM AS REQUIRED 12" WIDE 16GA BENT SHT MTL COVER, WHITE TO MATCH WALLS (PAINT GRIP IF FIELD PAINT), FIELD VERIFY DIMENSIONS GENERAL FINISH NOTES: 1. / / INDICATES FLOORING DIRECTION 2. ALL EXPOSED CONCRETE SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT CONSTRUCTION PROCESS. INTERIOR CONCRETE TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED. 3. CAULKS OR SEALANTS TO MATCH ADJACENT MATERIAL COLOR, REVEAL COLORS OR GROUT COLORS. 4. FLOORING MATERIAL CHANGES SHALL OCCUR AT CENTERLINE OF DOOR LEAF FOR SWINGING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 5. FLOORING MATERIAL CHANGES SHALL OCCUR AND ALIGN WITH EDGE OF WALL ON DOOR SIDE FOR SLIDING DOOR LOCATIONS, UNLESS OTHERWISE NOTED. 6. FLOORING MATERIAL AND PATTERN TO CONTINUE UNDER ALL OPEN MILLWORK AND WORKSURFACES, EXTENDING TO WALL OR BASE CABINET. 7. REFER TO FLOORING TRANSITION DETAILS FOR LOCATIONS TO RECEIVE TRANSITIONS. NOT ALL LOCATIONS WHERE FLOOR TYPES DIFFER SHALL RECEIVE TRANSITIONS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 8. FLOORING TRANSITIONS MAY BE DESIGNATED BY TEXT AND/OR HATCH PATTERNS. IF DISCREPENCY ARISES, CONSULT DESIGNER. 9. UNDERCOUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL SURFACE, UNLESS OTHERWISE NOTED. 10. GYP BD CEILING TO BE PAINTED, UNLESS OTHERWISE NOTED. SEE REFLECTED CEILING PLANS AND ELEVATIONS FOR ACCENT PAINT LOCATIONS. 11. EXPOSED CEILING STRUCTURE, INCLUDING, BUT NOT LIMITED TO PIPING, DUCTWORK, BEAMS, TRUSSES, SUPPORTS, DECKING AND SIMILAR TO BE PAINTED, UNLESS OTHERWISE NOTED. 12. GRILLES, LOUVERS, VENTS, ELECTRICAL CABINETS, AND SIMILAR TO BE PAINTED TO MATCH ADJACENT SURFACE, UNLESS OTHERWISE NOTED. 13. ALL HOLLOW METAL DOORS, HOLLOW METAL DOOR FRAMES & HOLLOW METAL WINDOW FRAMES TO BE PAINTED, UNLESS OTHERWISE NOTED. 14. UNDERSIDE OF STAIR ASSEMBLIES, RAILING, STRINGERS, AND HANDRAILS TO BE PAINTED, UNLESS OTHERWISE NOTED. 15. ACCENT PAINT COLORS TO BE PAINTED CORNER TO CORNER OF NOTED WALL IN PLAN, UNLESS OTHERWISE NOTED. 16. PAINTED WALLS IN RESTROOMS AND JANITOR TO BE EPDXY PAINT, UNLESS OTHERWISE NOTED. 17. NO BASE TO BE APPLIED TO BRICK, CMU, PRECAST, STONE OR TILE WALL LOCATIONS, UNLESS OTHERWISE NOTED. IF DISCREPENCY ARISES, CONSULT DESIGNER. 18. ALL MOP SINK LOCATIONS TO RECEIVE FRP PANELS ON ADJACENT WALLS AT MOP SINK, 4'-0" HIGH, UNLESS OTHERWISE NOTED. 19. PROVIDE FINISH MOCKUPS AS INDICATED ON FINISH PLANS, INTERIOR ELEVATIONS, REFLECTED CEILING PLANS AND/OR SPEC. PROVIDE ONSITE VISITS WITH ARCHITECT/DESIGNER FOR REVIEW AS INDICATED. 20. REFERENCE INTERIOR ELEVATIONS FOR CASEWORK & OTHER VERTICAL SURFACE FINISHES. 21. FINISH LEGEND SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULE WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. FINISH BOX KEY ROOM RM # WALLS BASE FLOORS REMARKS FLOOR FINISH LEGEND: CONC1 CONC2 WALL FINISH LEGEND: FIELD PAINT, EPT1 1. COLORS, HEIGHTS AND TYPES MAY VARY. REFERENCE ELEVATIONS, CEILING PLANS, FINISH LEGEND & SPECIFICATIONS FOR MORE INFORMATION. THIS SHEET MUST BE PRINTED IN COLOR TO VIEW CONTENT PROPERLY Gates Park F.Y. 2023 Improvements Waterloo, Iowa Project Leader/Landscape Architect: RITLAND+KUIPER Landscape Architects 501 Sycamore Street, Mezz. A Waterloo, Iowa 50703 Phone: 319-233-8090 Civil Engineer/Surveyor: AECOM, Inc. 501 Sycamore Street, Suite #222 Waterloo, Iowa 50703 Phone: 319-232-6531 Architect: INVISION Architecture 501 Sycamore Street, #101 Waterloo, Iowa 50703 Phone: 319-233-8419 Electrical & Lighting Engineer: MODUS Engineering 214 East 4th Street Waterloo, Iowa 50703 Phone: 319-235-0650 Aquatic Designer: Water Technology, Inc. (Headquarters) 100 Park Avenue Beaver Dam, WI 53916 Phone: 920-887-7375 Issued No. Date Description 1 2 4/14/2023 ADDENDUM 01 4/20/2023 ADDENDUM 02 6 9 9/15/2023 C04 7/8/2024 PR15 10 9/3/2024 RFI 55 Issue Date : 3/22/2023 Designed By : SPD & BV Drawn By : SPD & NB Reviewed By : BV Sheet Title FINISH SCHEDULE & CASEWORK DETAILS Category Sheet A7.11 City of Waterloo Contract No. 1076 Page 245 of 638 WOODRUFF CONSTRUCTION 414 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #040 — Lower Gates Door Hardware Dear Mr. Hemann, 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax: (319) 233-3369 10/01/24 REV 1: 10/29/2024 Per PR#11 from Invision Architects, we are to replace door hardware originally scheduled for doors 131.1 and 133.1 and switch to match doors 125.1 and 126.1. Due to the doors and frame originally bcing prcppcd for a mortise lockset, the door and frame will also need to be reordered to fit the new lockset. Lead time of 7 8 weeks. Lead time 2- 3 weeks Door supplier (quote attached) = $ 1,486.00 GC Markup (10%) = $ 148.60 Total = $ 1,634.60 Your written approval is required by 110/08/2024) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date MN Page 246 of 638 Will McAllister From: Spencer Halloran <shalloran@doorsinciowa.com> Sent: Tuesday, October 1, 2024 1:38 PM To: Will McAllister Cc: Brian Brunsen Subject: RE: External: RE: Gates Park PCO#40 Lower Gates Door Hardware Will, to match the functionality of the ND94 classroom style locks on the amphitheater restrooms you would need to have classroom locksets on these doors. 2 EA. L9070 06A 626 CLASSROOM MORTISE LOCK 2 EA. 26D DUMMY MORTISE CYLINDER (TO FILL INSIDE HOLE FROM WHERE THE THUMBTURN WAS) Total Price: $1,486.00 plus tax. Thanks, Spencer Halloran Doors Incorporated 1370 Martin Rd Waterloo, IA 50701 Office: 319-233-3361 From: Will McAllister <willm@woodruff.build> Sent: Tuesday, October 1, 2024 12:13 PM To: Spencer Halloran <shalloran@doorsinciowa.com> Cc: Brian Brunsen <brianb@woodruff.build> Subject: FW: External: RE: Gates Park PCO#40 Lower Gates Door Hardware Spencer, Do they make a mortise style deadbolt that can fit in our existing doors? Will McAllister I Project Manager Employee Owner Woodruff Construction Office: 319-545-2410 CeII: 319-493-9788 From: TRAVIS NICHOLS <TRAVIS.NICHOLS@WATERLOO-IA.ORG> Sent: Tuesday, October 1, 2024 12:05 PM To: Will McAllister <willm@woodruff.build>; Hemann, Anthony <anthony.hemann@aecom.com>; Jeffrey Oltmann <jeffo@invisionarch.com>; mark (mark@ritlandkuiper.com) (mark@ritlandkuiper.com) <mark@ritlandkuiper.com>; JAMES BOLGER <JAMES.BOLGER@WATERLOO-IA.ORG> Cc: Brian Brunsen <brianb@woodruff.build> Subject: External: RE: Gates Park PCO#40 Lower Gates Door Hardware 1 Page 247 of 638 WOODRUFF CONSTRUCTION 1 00% Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 2/4/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #046 — Lower Gates Lighting Changes Dear Mr. Hemann, Per PR#14 and correspondence with the city, we are proposing the following for the project: • Add two new fixtures and install fixtures as 1 for 1 replacements of existing fixtures. Fixture finish to be white. Additionally furnish and install a new mechanical timeclock control in replacement of damaged one. Option #1 Type FA fixtures and timeclock = $ 1,771.00 Patch work labor ($75 x 15h) = $ 1,125.00 GC Markup (10%) = $ 177.10 Total = $ 3,073.10 Option #2 Provide RAB recessed fixture and timeclock = $ 874.00 GC Markup (10%) = $ 87.40 Total = $ 961.40 Your written approval is required by (2/11/2025) ■■ Page 248 of 638 When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date ■■ Page 249 of 638 LIET llc , f{HCa 1127 Lincoln St. PO Box 967 CedarFalls,IA50613 0: 319.277.0415 C: 319.269.3844 E: bdevries@k-welectric.com W: www.k-welectric.com Date: February 4, 2025 Company: Woodruff Construction Attention: Will RE: Gates Park - South RR building lights PR#14 Will, We propose the following options for the exterior restroom lights: Option #1: Provide Type FA fixtures and timeclock: Will require patching of soffit by others Option #2: Provide 2 RAB recessed fixture and timeclock: See attached cut sheet. No soffit repair needed If you have any questions, please call. $1,771.00 $ 874.00 Brian DeVries Estimator/Project Manager Page 250 of 638 VAN 1 7-30W Technical Specifications Field Adjustability Field Adjustable: Field Adjustable Light Output: 30W/25W/20W (factory default: 30W) Color Temperature Selectable: 3000K, 4000K and 5000K (factory default:4000K) Photocell Selectable: Built-in on/off photocell (factory default: off) Compliance UL Listed: Suitable for wet locations IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: S-81 S9D4 (Stairwell and Passageway Luminaires) DLC Product Code: S-FZWKWK (Parking Garage Luminaires) Electrical Project: Prepared By: Driver Info Type 120V 208V 240V 277V Type: Date: Constant Current 0.25A/0.21 A/0.17A 0.15A/0.12A/0.10A 0.13A/0.10A/0.08A 0.10A/0.09A/0.07A Input Watts 19.9-29.8W LED Info Watts Color Temp 30/25/20W 3000/4000/5000K Color Accuracy 81-83 CRI L70 Lifespan 100,000 Hours Lumens 2,883-4,453 Im Efficacy 140.8-153.1 Im/W Drivers: Constant Current, Class 2, 120-277V, 50/60 Hz: 30W: 120V: 0.25A, 208V: 0.15A, 240V: 0.13A, 277V: 0.10A 25W: 120V: 0.21A, 208V: 0.12A, 240V: 0.10A, 277V: 0.09A 20W: 120V: 0.17A, 208V: 0.10A, 240V: 0.08A, 277V: 0.07A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 2.92% at 120V, 8.74% at 277V Power Factor: 99.7% at 120V, 93.3% at 277V Surge Protection: L-N: 4kV UN -PE: 6kV Photocell: Bulit-in photocell included with on/off switch LED Characteristics LEDs: Long -life, high -efficacy, surface -mount LEDs Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Performance Data: Click here for the VAN17-30 performance data Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 50°C (122°F) Housing: Precision die-cast aluminum housing and door frame Lens: Vandal -resistant polycarbonate textured opaque for low -glare lens Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 Page 251 of 638 VAN 17-30W RAB Technical Specifications (continued) Reflector: Plastic Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. Installation Mounting: Retrofit mounting plates for ceiling mounting Optical BUG Rating: 30W: B2 UO G2 25W:B2UOG1 20W: B1 UO G1 Other 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions 213/16" a„ 2 Features 50,000-Hour LED lifespan 0-10V Dimming IP65 Rated 5-Year, limited warranty Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Page 252 of 638 VAN 17-30W RAB® Ordering Matrix Family 7 Wattage (Size) Color Temp Finish Driver Options VAN17 HIE 30�[ W u 30 = 30/25/20W (8" x 8") Blank = 3000/4000/5000K CCT Adjustable Blank=Bronze Blank = 120-277V, 0-10V Dimming, Blank=Standard 50 = 50/40/30W (8" x 8") W = White On/Off Photocell /E = Battery Backup 60 = 60/50/40W (10" x 10") 90 = 90/80/70W (10" x 10") Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Page 253 of 638 VAN 1 7PLATE-W Project: Prepared By: Type: Date: Color: White Weight: 1.3 lbs Technical Specifications Other Description : Retroplate for VAN 17 in white Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Construction Finish: Formulated for high durability and long-lasting color Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 Page 254 of 638 VAN 17PLATE-W Dimensions 14" 0 0 01 1 /4" 14" 0 0 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Page 255 of 638 WOODRUFF CONSTRUCTION 1 00`I� Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 3/7/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #056 — Gates Park Pump Motor GFI Protection Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Install a permanent ground fault condition on the P1A filtration pump where a temporary solution was installed to prevent delay of main panel. See cut sheets attached of Southwire product. Install GFI (quote attached) = $ 2,882.00 GC Markup (10%) = $ 288.20 Total = $ 3,170.20 Your written approval is required by (3/14/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date i ■■ Page 256 of 638 LIB'©TI ll 9 lI�IC o Date: March 6, 2025 Company: Woodruff Construction Attention: Will RE: Gates Park Pump Motor GFI Protection Will, 1127 Lincoln St. Pa Box 967 Cedar Falls, IA 50613 0: 319.277.0415 C: 319.269.3844 E: bdevries@k-welectric.com W: www,k-welectric.com Per code, PIA filtration pump for the splash pad is required to have Class A GFCI protection on the motor. To open the facility last year, we put in a temporary solution to cover this requirement but feel that there should be some way to indicate that there is a ground fault condition. We propose to install a Southwire solution for $2,882.00. This price includes the temporary work from last year. The GFI breaker was deleted from the job originally because providing them in the panel would have decayed delivery of the main panel well beyond the opening date of the splash pad Last year. See following page for cut sheet of Southwire product. If you have any questions, please call. Brian DeVries Estimator/Project Manager Page 257 of 638 SouthwireTM 30A - 100A HIGH POWER GFCI I ELCI HD Pro provides protection for personnel and equipment when leakage levels have a potentially lethal ground current. APPLICATIONS Motors Portable Conveyors Pumping Systems Welders Pressure Washers 24646001-1 CFCI I ELCI WITH 6-30MA TRIP POINT AUTO RESET ENGINEERED TO TRIP WITHIN 25 MILLISECONDS MODEL # ELECTRICAL RATING CORD GAUGE ENCLOSURE COLOR TRIP LEVEL PROTECTION TYPE 24846001-1 208-240V 30A 60Hz 3a) 8/5 AWG GREY 6,10, & 30 mA CFCI l ELCI 24542001-1 208-240V 60A 60Hz 30 4/4 AWG GREY 6,10, & 30 mA GEC' I ELCI 24786001-1 208-240V 80A 60Hz 31) 4/4 AWG GREY 6,10, & 30 mA GFC1 I ELCI 24646001-1 480V 30A 60Hz 30) 10/4 AWG GREY 6, 10, & 30 mA GFCI l ELC1 24672001-1 480V 60A 60Hz 30 4I4 AWG GREY 6,10, & 30 mA GFCI I ELCI 24796001-1 480V 80A 60Hz 3ct 414 AWG GREY 6,10, & 30 mA GFCI I ELCI 24736001-1 480V 100A 60Hz 31) 214 AWG GREY 6, 10, & 30 mA GFCI I ELCI TECHNICAL DATA ENDURANCE 3,000 Operations Minimum OVERLOAD CURRENT Six Times Rated Current OPERATING TEMPERATURE RANGE -20°C to 40°C INSULATION VOLTAGE 1500 Vrms -1 Min. DROP OUT VOLTAGE 60% Rated Voltage - Typically CONNECTION TYPE 2 ft Flying Leads ENCLOSURE NEMA 4 Polymer POWER ON INDICATION Lighted Indicator 6OI►►L T FOR O[►RAB►L►TY. BUILT FOR REL►AOIL►TY. BUILT FOR WORK," 1-855-798-6657 I SOUTHWIRE.COM .42023 Southwlre Company, LLC. All rights reserved. "Registered Trademark & "'Trademark of Souttiwire Company, LLC. i • TM •i •.Sontnwn'e ••/ ■• LINE LOAD t r i jt `I- 4.00 REF -I f 7.46 8.33 5.54 9.00 9.88 REF REF OPTIONAL: KEY LOCK SELECTOR FOR HD -PRO SEE TABLE FOR WIRE TYPE 3WIRE 5WIRE 4W]RE [BUILT FOR DURABILITY. BUILT FOR RELIABILITY. BUILT FOR WOR1. - 1-855-798-6657 I SOUTHWIRE,COM fl2023 Southwire Company, LLC. All rights reserve°. 'Registered Trademark &'v'Trademark of Southwire Company, LLC. Quo WOODRUFF CONSTRUCTION 414 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #044 — Splash Pad Fence Netting REV1 Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax: (319) 233-3369 2/4/2025 REV1: 4/8/2025 • Replace splash pad fence between upper and lower splash pad with temporary netting for Summer 2024 season • Additional fence bonding work for Summer 2024 season • Remove temporary fence netting and replace with Incord netting panels • Bond Incord fence assembly as required for final install • Relocate fence post on eastern -most and western -most posts of netting run. InfiII holes from anchor removal Replace splash pad fence between upper and lower pad (24h x $75/hr) = $ 1,800.00 Fence bonding for temp fence = $ 0.00 Remove temporary fence netting and replace with Incord (52h x $75/hr) = $ 3,900.00 Incord fence material Bond Incord fence assembly Relocate fence post (8hr x $75/hr) GC Markup on subs and material (10%) Total Your written approval is required by (2/11/2025) = $ 1,463.34 — $ 1,973.00 = $ 600.00 = $ 146.30 = $ 7,909.64 BM Page 260 of 638 When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date MN Page 261 of 638 rNip- AV r41 rillr41:0110 INCORD 226 Upton Road Colchester, CT 06415 Phone: (860) 537-1414 Fax: (860) 537-7393 Proposal ID: 10324QM53827-1 Date: 12/12/2024 Valid For: 30 Days Terms: No Terms Current Lead -Time ARO: 7-10 Business Days Quinn McKenna Sales Manager gmckenna@incord.com (860) 705-7553 Bill To: 50-322QM Woodruff Construction 1920 Philadelphia St, Suite 102 Attn: Will McAllister (319-545-2410) Ames„ Iowa 50010 US Contact: Ship To: Woodruff Construction 1920 Philadelphia St, Suite 102 Attn: Will McAllister (319-545-2410) Ames„ Iowa 50010 US For customers with credit terms, InCord will require a 50% deposit if ship date exceeds 120 days from order date. The order must ship no later than 180 days from date order is processed. Storage fees or price increases may be applied if ship date is more than 180 days from the date the order is processed. Freight quotes for prepaid shipping are valid for 30 days and subject to change. After 30 days, InCord reserves the right to requote freight. # Quantity Item # Description Tag Unit Price Amount 1 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 5.5FT Color: Black Border: 1/41N Black Polyester Sewn $62.00 $62.00 2 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 5.833FT Color: Black Border: 1/41N Black Polyester Sewn $64.00 $64.00 3 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 2.33FT Color: Black Border: 1/41N Black Polyester Sewn $48.00 $48.00 4 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 4.916FT Color: Black Border: 1/41N Black Polyester Sewn $60.00 $60.00 5 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 6.25FT Color: Black Border: 1/41N Black Polyester Sewn $65.00 $65.00 6 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 6.167FT Color: Black Border: 1/41N Black Polyester Sewn $65.00 $65.00 Page 262 of 638 # Quantity Item # Description Tag Unit Price Amount 7 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 6.33FT Color: Black Border: 1/41N Black Polyester Sewn $66.00 $66.00 8 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 6.5FT Color: Black Border: 1/41N Black Polyester Sewn $67.00 $67.00 9 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 7.08FT Color: Black Border: 1/41N Black Polyester Sewn $69.00 $69.00 10 2.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 6.916FT Color: Black Border: 1/41N Black Polyester Sewn $68.00 $136.00 11 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 7.916FT Color: Black Border: 1/41N Black Polyester Sewn $73.00 $73.00 12 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 9.916FT Color: Black Border: 1/41N Black Polyester Sewn $81.00 $81.00 13 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 5.75FT Color: Black Border: 1/41N Black Polyester Sewn $63.00 $63.00 14 1.00 PP250BK PP250BK Knotless HTPP 1" Sq Width: 4FT Length: 5.916FT Color: Black Border: 1/41N Black Polyester Sewn $64.00 $64.00 15 2.00 RPYB013BK 1/8" Polyester Braid Black 1000 ft spool $99.00 $198.00 16 4.00 NNJ 1-3/16in Jumbo Netting Needle $2.00 $8.00 Custom Safety Netting Solutions incord.com Page 2 of 5 Page 263 of 638 FOB: Colchester, CT InCord must be advised if any of the following delivery options apply to shipments: lift gates, residential, guaranteed, job site or notification/appointment. Additional Charges will apply. Without a confirmed Ship -To Address, we can't determine taxability amount. Quoted sales tax is subject to change. We accept Visa, Master Card and AMEX Subtotal $1,189.00 PPD ADD Freight $203.00 Sales Tax $71.34 Total $1,463.34 To place the order please send Purchase order and/or sign & date here: Sign: Date: Custom Safety Netting Solutions incord.com Page 3 of 5 Page 264 of 638 STANDARD TERMS AND CONDITIONS OF SALE 1. Offer to Sell. International Cordage East, LTD, Baynets, and East Coast Lifting Products (collectively referred to herein as "InCord" or the "Company") and operating under the trade or d/b/a name "InCord" or "Baynets" or "East Coast Lifting Products" as the case may be, hereby offers to sell the products described in this Standard Terms and Conditions of Sale (the "Products"), but only on the specific terms and conditions described herein. If Buyer submits to Company a purchase order or other documentation with terms and conditions other than the terms and conditions described in this Standard Terms and Conditions of Sale, Company hereby objects to those terms and does not assent to them. No such term shall be considered to be a part of any contract between the parties. The terms of Company's Standard Terms and Conditions of Sale, except for these Conditions of Sale, are not binding, and do not constitute an offer. Moreover, these Terms and Conditions of Sale, are subject to change without notice at any time and from time to time. 2. Payment Terms. Terms of sale, including terms of payment and charges, for each purchase are agreed to be those specified on the face of each invoice. Invoices will be sent at the time of shipment. Payment terms for customers with approved credit are determined by Company. Any payments not received within terms of the invoice shall be subject to a late payment charge of 1% per month on the unpaid balance of any overdue amount. Should credit availability be granted by Company, all decisions with respect to the extension or continuation shall be in the sole discretion of the Company. The Company may terminate any credit availability within its sole discretion at any time. 3. Taxes. The quoted purchase price may be increased to the extent that Company's cost of the Products may be increased as a result of (1) any agreements, codes, or legislative enactments made or enacted pursuant to federal, state or municipal legislation; and (2) increase in the cost of labor or raw materials. In addition to paying the quoted purchase price, Buyer is solely liable for any excises, levies or taxes which Company may be required to pay or collect, under any existing or future law, upon or with respect to the sale, purchase, delivery, storage, processing, use, consumption or transportation of any of the Products, and Buyer agrees to pay the amount thereof on the same terms as it shall pay the quoted purchase price. All sales of Products or Services may be subject to sales or use tax unless a valid Exempt Purchase Certificate or Resale Certificate is provided prior to the invoice date. 4. Return Material Authorization. No Products shall be returned for credit without first obtaining written consent from an officer of Company. Custom orders are non -returnable and non- refundable. 5. Claims and Shortages Claims by Buyer for shortages or errors in delivery must be made within thirty (30) days after the delivery of the Products. 6. Cancellation. Orders accepted by Company are subject to cancellation by Buyer only upon the express written consent of Company. Upon such cancellation and consent, Company shall cease work and hold for Buyer all completed and partially completed articles and work in progress as well as remaining inventory and Buyer shall pay Company for all work and materials that have been committed to and/or identified with respect to Buyer's order plus a cancellation charge as prescribed by Company either in the purchase order or as subsequently determined by the Company upon receipt of the Buyer's cancellation. 7. Warranty. Company Limited warrants its products to be free from defect in materials or workmanship for a period of (1) one year from the date of shipment during normal use and installation. This warranty does not cover failures resulting from impact greater than the designated working load of the Product, misuse, or alterations of Products, substandard interface components or failure to follow proper procedures to assure maximum product strength. Installation of the Product for use other than that as outlined in provided instructions or Product literature will void this warranty, as will Product alterations, modifications, or substitution of components without the Company's prior written authorization. This Warranty covers either replacement or repair, at Company's discretion. Transportation and installation or other on -site costs, are not covered by this warranty, except where specific arrangements are made with prior written approval from Company. THERE ARE NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, AND THE WARRANTY INCLUDED ABOVE IN THIS SECTION 7 IS SPECIFICALLY LIMITED TO TWELVE MONTHS FROM THE DATE OF PURCHASE AND TO THE EXTENT PERMITTED BY LAW, ANY AND ALL IMPLIED WARRANTIES ARE SPECIFICALLY EXCLUDED. THE WARRANTY IN THIS SECTION 7 IS THE EXCLUSIVE REMEDY AND LIABILITY FOR CONSEQUENTIAL AND INCIDENTAL DAMAGES UNDER ANY AND ALL WARRANTIES ARE EXCLUDED TO THE EXTENT EXCLUSION IS PERMITTED BY LAW. 8. Shipment. Delivery terms are F.O.B. Shipping Point. Buyer shall assume all risk of loss or damage upon pickup by the carrier at the point of shipment. Scheduled dates of delivery are determined from the date of Company's acceptance of any order or orders placed by Buyer, and are estimates of approximate dates of delivery, not a guaranty of a particular date of delivery. Company is not responsible for any delivery delay due to security clearance issues or any other form of driver delay that is outside of Company's control. Company shall not be liable for any damages caused by failure or delay in shipping the Products, if such failure or delay is due to any war, embargo, riot, fire, flood, accident, mill condition, strike or other labor difficulty, an act of Buyer, an act of God, an act of a governmental authority, transportation shortage or failure, inability to obtain sufficient fuel, labor, materials or manufacturing facilities, or any other cause beyond the reasonable control of Company. For shipments being billed to ship Prepaid to the Buyer, all reasonable efforts must and shall be made by the Buyer to declare, disclose, or understand any and all accessorial charges, special circumstances and requirements or lack thereof for successful delivery ahead of time of shipment. Company is not liable for additional shipping charges incurred from accessorial charges billed to Company after delivery, unless otherwise known ahead of time and approved and paid for by Company. Any such additional undeclared accessorial charges shall be billed back to the Buyer accordingly. Accessorials include, but are not limited to- Lift Gate Delivery, Inside Delivery, Arrival Notifications, Residential Delivery, and Limited Access Sites. Limited Access Sites are defined as: Commercial establishments not open to general public during normal business hours, Construction Sites, Fairs/Carnivals, Military Bases, Prisons, Schools, Churches, Piers/Wharfs, Convention/Expo Centers, Airports, Sites with extensive security processes, Hospitals, Casinos, Power/Nuclear and Water Treatment Plants, Resorts, Golf Course/ Country Clubs, Funeral Homes, Utility Sites, Ports, Amusement Parks/Zoos, Marinas & State/National Parks. Custom Safety Netting Solutions incord.com Page 4 of 5 Page 265 of 638 9. Security Interest. Shipments, deliveries and performance of work by Company shall at all times be subject to the approval of and requirements of the credit department of Company, including the requirement that Buyer pay part or all of the purchase price in advance. Company shall at times retain a purchase money security interest in all Products not paid for in full, notwithstanding that the Products have been delivered to Buyer, and Buyer hereby authorizes Seller to execute and file financing statements describing the Products, and other document which may be requested by Company to evidence its continuing purchase money security interest. 10. Limitation of Liability Company's liability to buyer, whether in contract, in tort, under any warranty, in negligence or otherwise, shall not exceed in any case the return of the amount of the purchase price paid by buyer and under no circumstances shall Company be liable for special, in direct or consequential damages. The price stated for the products is consideration for limiting Company's liability. No action, regardless of form, arising out of the transactions under this invoice may be brought by buyer more than one (1) year after the date of this invoice. Without limitation of the foregoing, in no event will Company be responsible or liable for (a) penalties or penalty clauses of any description, or (b) indemnification of buyer or others for costs, damages, reasonable attorneys' fees or expenses arising out of or related to the products. 11. Indemnification. In addition to the foregoing, Buyer agrees to save and hold Company harmless from any claims, demands, liabilities, costs, expenses or judgments arising in whole or in part, directly or indirectly, out of the negligence or lack of care by Buyer or Buyer's customers, agents, employees or invitees involving the use of the Products supplied by Company. This indemnification shall include all costs, attorney's' fees and other expenses paid or incurred by or imposed upon Company in connection with the defense of any such claim. 12. Governing Law. Any agreement arising out of this transaction shall be deemed to have been made in the state of Connecticut. The parties agree that the validity, interpretation and performance of any agreement arising out of this transaction shall be governed by the laws of the State of Connecticut without regard to any rules or principles conflicts of interest laws. Buyer and Company hereby submit to the exclusive jurisdiction for the resolution of any disputes hereunder, to the federal and state courts in Connecticut and specifically those federal and state courts located in New London County, Connecticut. This shall be the sole and exclusive jurisdiction and venue for the purpose of adjudication of any rights and liabilities hereunder. 13. Default. In the case of default or breach by Buyer in the performance of any or all of the provisions of this agreement, Company may cancel any outstanding purchase order from Buyer and declare all obligations immediately due and payable, and shall in addition have all remedies afforded by any applicable law. Buyer shall in addition, be liable for Company's expenses incurred in exercising any remedies available to it, including reasonable attorney's' fees, costs of collection and other expenses. 14. Company Compliance to CA Proposition 65 Company products, materials and processes are compliant with California Proposition 65, Health Hazzard Assessment Code. Company considers the safety of its products to be foremost in respect to function and safe handling. Custom Safety Netting Solutions incord.com Page 5 of 5 Page 266 of 638 WOODRUFF CONSTRUCTION 1 00% Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 2/4/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #050 — Urethane Joint Sealants Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Measured urethane joint sealants for expansion joints 285LF (35% of invoice) of urethane joint sealant = $ 1,216.60 GC Markup on subs and material (10%) = $ 121.66 Total = $ 1,338.26 Your written approval is required by (2/11/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date I■■ Page 267 of 638 WOODRUFF CONSTRUCTION 1 00% Employee Owned 1717 Falls Avenue l Waterloo, IA 50701 Ph; (319) 233-3349 Fax: (319) 233-3369 1/15/2025 Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 SUBJ: Potential Change Order #054 — Import Sand for Playground Fill Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Haul in sand that was placed prior to the placement of topsoil in the old playground area. Import sand ($26.20/CY) (quote attached) = $ 2,882.00 GC Markup (10%) = $ 288.20 Total = $ 3,170.20 Your written approval is required by (1/22/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date I■■ Page 268 of 638 PETERSON CONTRACTORS, INC. EXTRA WORK AUTHORIZATION t'' NEENNECN • - IOWA PO Box A Phone: 319-345-2713 Reinbeck, Iowa 50669 Fax: 319-345-2991 itt 47 `s www.petersoncontractors.com Project Name: Date: PCI Job # Extra Work Autorization # Gate Park Improvements J23258 12/27/24 Remarks or Description of Extra Work: PCI was directed to Haul in Sand that was placed prior to the placement of Topsoil in the old Playground Area. Item # Description Quantity Units Base Unit Rate % Mark Up % Discount Adjusted Unit Rate Total Amount 9004 Imported Sand for the Playgound Area (11 LD) 110.00 CY $26.20 0.00% 0.00% $26.20 $2,882.00 Total Amount: The work covered by this authorization shall be performed in accordance with the same terms and conditions as included in the original contract. $2,882.00 Work Authorized and Changes Approved by: Prime Contractor or owner: Peterson Contractors, Inc. By: By: Chris Fleshner Title: Date: Date: 12/27/2024 Page 269 of 638 WOODRUFF CONSTRUCTION 414 100% Employee Owned Anthony Hemann AECOM 501 Sycamore St. #222 Waterloo, IA 50703 RE: FY 2023 Gates Park Improvements 820 E Donald St. Waterloo, IA 50703 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319) 233-3349 Fax: (319) 233-3369 3/5/2025 SUBJ: Potential Change Order #051 — Splash Pad Deck Joints Dear Mr. Hemann, Per correspondence with the city, we are proposing the following for the project: • Credit for raveled concrete between splash pad and splash pad building. Cost to resaw joints attached, which is what we would be able to offer as a credit for the unsightly joints. Saw Cutting Joints Credit = ($ 2,500.00) Total = ($ 2,500.00) Your written approval is required by (3/12/2025) When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes will be included in a future contract change order. If you require additional clarification, please contact me. Thank you for your prompt response. Sincerely, WOODRUFF CONSTRUCTION, INC. Will McAllister Project Manager cc: File Owner Approval / Date Architect Approval / Date BM Page 270 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Waste Management Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Motion to approve Change Order No. 2 with Municipal Pipe Tool Co., LLC, of Hudson, Iowa, for a net decrease of $123,855.71, in conjunction with FY 2024 CIP Pipelining Phase IVB1, Contract No. 1102, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approve Change Order No. 2 SUMMARY STATEMENT AND BACKGROUND INFORMATION Motion approving Change Order No. 2 with Municipal Pipe Tool Co.,LLC, of Hudson, IA , for a net decrease of $123,855.71, in conjunction with FY 2024 CIP Pipelinig Phase IVB1, Contract No. 11020, and authorizing the Mayor and City Clerk to execute said document. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 271 of 638 ATTACHMENTS 1. 20250415 FY24 WAT CIPP PH IVB1 CO 02 REV01 Page 272 of 638 ,4=COM April 15, 2025 Mr. Jesse Gaherty Waste Management Services City of Waterloo 3505 Easton Avenue Waterloo, Iowa, 50702 Subject: FY 2024 CIP Pipelining Phase IVB1 Change Order No. 2 City of Waterloo, Iowa City Contract No. 1102 AECOM #60721823 Dear Mr. Gaherty: Attached is Change Order No. 2 for the FY 2024 CIP Pipelining Phase IVB1. AECOM 501 Sycamore Street Suite 222 Waterloo, Iowa 50703 www.aecom.com This Change Order is to reconcile the final quantities for the project. Further explanation: • The City decided not to proceed with the work approved for Change Order No. 1 • In previous pay applications, the unit prices were incorrect. The engineer accidentally into the pay application tabulation. This change order corrects the unit prices to the Municipal Pipe. AECOM recommends approval by the City to approve Change Order No. 2 for a deduction of Order decreases the Contract by 17.7%. The revised Contract Amount is $439,228.43. Yours sincerely, Christopher G. Oelkers, PE Enclosure: Change Order No. 2 Form Change Order Tabulation 319-232-6531 tel 319-232-0271 fax copied the wrong unit prices bid unit prices submitted by $123,855.71. This Change L:\DCS\Projects\WTR\60721823_FY_2024_CIPP\600_Construction_Support\ 660_Change_Orders\CO 2\1102 FY24 Wat CIPP PH IVB1 - CO 2.docx Page 273 of 638 A=COM Original Completion Date: Revised Completion Date: CHANGE ORDER 2 Owner City of Waterloo Project FY 2024 CIP PIPELINING PHASE IVB1 Date: April 15, 2025 Owner's Contract No. 1102 Contractor: Municipal Pipe Tool Co. LLC Date of Contact Start March 4, 2024 Contract Amount: BASE + ALT 1 $ 533,728.20 You are directed to make the following changes in the Contract Documents. Description: ALL FINAL QUANTITY RECONCILIATION - SEE ATTACHED PROJECT TABULATION FOR BID ITEM CHANGES $ (130,119.90) TOTAL $ (130,119.90) Reason for Change Order FINAL QUANTITY RECONCILIATION - SEE ATTACHED PROJECT TABULATION FOR BID ITEM CHANGES CONTRACT PRICE Original: $ 533,728.20 BASE + ALT 1 Previous C.O.s $ 29,355.94 CO 1 This C.O. $ (123,855.71) CO 2 Contract Price with all approved $ 439,228.43 Total Change Orders: $ (94,499.77) -17.71% Total CO % CONTRACT TIME To Substantial To Final Completion Completion 11/30/2024 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: BY: Owner (Authorized Signature) Date ACCEPTED: BY: Contractor (Authorized Signature) ACCEPTED: BY: April 15, 2025 Date April 15, 2025 AECOM Date AECOM 60721823 2 Project No. C.O. No. Page 274 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Waste Management Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by Municipal Pipe Tool Co., LLC of Hudson, Iowa in the amount of $17,992.32, in conjunction with the FY 2024 CIP Pipelining Phase IVB1 Project, Contract No. 1102, and receive and file a two-year maintenance bond. RECOMMENDED COUNCIL ACTION Approve Completion of Project and Acceptance of Work SUMMARY STATEMENT AND BACKGROUND INFORMATION Resolution approving Completion of Project and Recommendation of Acceptance of Work for work performed by Municipal Pipe Tool Co., LLC of Hudson, IA in the amount of $17,992.32 , in conjunction with the FY 2024 CIP Pipelining Phase IVB1 Project, Contract No. 1102, and receive and file a two-year maintenance bond. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 275 of 638 ATTACHMENTS 1. 20250415 1102 CIPP PH IVB1 - Pay App No 5 REV01 2. MAINTENANCE BOND - SIGNED Page 276 of 638 ,4=COM April 15, 2025 Mr. Jesse Gaherty Waste Management Services City of Waterloo 3505 Easton Avenue Waterloo, Iowa 50702 Subject: FY 2024 CIP Pipelining Phase IVB1 Pay Application No. 5 City of Waterloo, Iowa City Contract No. 1102 AECOM #60721823 Dear Mr. Gaherty: AECOM 501 Sycamore Street Suite 222 Waterloo, Iowa 50703 www.aecom.com 319-232-6531 tel 319-232-0271 fax Attached is Pay Application No. 5 submitted by Municipal Pipe Tool Co., LLC, for the FY 2024 CIP Pipelining Phase IVB1 project. This Pay Estimate covers the release of retainage. The project is 100% complete. AECOM recommends the City of Waterloo pay Municipal Pipe Tool Co., LLC, for Pay Application No. 5 in the amount of $17,992.32 (retainage release) for the Final Contract Cost of $439,228.43. Yours sincerely, Christopher G. Oelkers, PE Enclosure: Pay Estimate Tabulation Completion Statement L:\DCS\Projects\WTR\60721823_FY_2024_CIPP\600_Construction_Support\650_Pay_Applications\PA NO 5\1102 CIPP PH IVB1 - Pay App No 5 LTR.docx Page 277 of 638 PAY APPLICATION FOR CITY CONTRACT NO. 1102 FY 2024 CIP PIPELINING PHASE IVB1 A=COM CITY OF WATERLOO WATERLOO, IOWA AECOM Project No. 60721823 Period Ending : 04/15/25 APPLICATION No.: 5 Contractor : Municipal Pipe Tool Co. LLC NO. DESCRIPTION UNIT UNIT PRICE CONTRACT PROJECT TOTAL TO DATE CURRENT PERIOD % COMP TOTAL QUANTITY AMOUNT INSTALLED QUANTITY TOTAL INSTALLED QUANTITY AMOUNT BASE BID - SA 12 i i 100.00% 1 8" Diameter CIP Pipe Lining LF $ 31.00 5,114.00 $ 158,534.00 5,114.00 $ 158,534.00 $ - 2 10" Diameter CIP Pipe Lining LF $ 41.00 878.40 $ 36,014.40 878.40 $ 36,014.40 $ - 100.00% 3 12" Diameter CIP Pipe Lining LF $ 43.60 914.40 $ 39,867.84 914.40 $ 39,867.84 $ - 100.00% 4 Lateral Reinstatement EA $ 75.00 124.00 $ 9,300.00 124.00 $ 9,300.00 $ - 100.00% 5 3-FT Lateral Grouting EA $ 475.00 97.00 $ 46,075.00 97.00 $ 46,075.00 3.00 $ 1,425.00 100.00% 6 Pipe Televising - 8" LF $ 1.00 10,613.00 $ 10,613.00 10,613.00 $ 10,613.00 $ - 100.00% 7 Pipe Televising - 10" LF $ 1.00 2,139.30 $ 2,139.30 2,139.30 $ 2,139.30 $ - 100.00% 8 Pipe Televising - 12" LF $ 1.00 1,828.80 $ 1,828.80 1,828.80 $ 1,828.80 $ - 100.00% 9 Type A Pipe Cleaning - 8" LF $ 2.80 5,499.00 $ 15,397.20 5,499.00 $ 15,397.20 $ - 100.00% 10 Type A Pipe Cleaning - 10" LF $ 2.80 1,260.90 $ 3,530.52 1,260.90 $ 3,530.52 $ - 100.00% 11 Type A Pipe Cleaning - 12" LF $ 2.80 914.40 $ 2,560.32 914.40 $ 2,560.32 $ - 100.00% 12 Type C Root Removal - 8"-10" LF $ 1.25 1,017.00 $ 1,271.25 1,017.00 $ 1,271.25 $ - 100.00% 13 Type C Root Removal - 12"-15' LF $ 1.25 0.00 $ - 0.00 $ - $ - REMOVED 14 Type D Lumberjack - 8"-10" LF $ 1.25 3,240.00 $ 4,050.00 3,240.00 $ 4,050.00 $ - 100.00% 15 Type D Lumberjack - 12"-15" LF $ 1.25 0.00 $ - 0.00 $ - $ - REMOVED 16 Protruding Taps Removal EA $ 75.00 19.00 $ 1,425.00 19.00 $ 1,425.00 - $ - 100.00% Alternate No. 1 IF 101 8" Diameter CIP Pipe Lining LF $ 31.00 2,546.00 $ 78,926.00 2,546.00 $ 78,926.00 $ - 100.00% 102 Lateral Reinstatement EA $ 75.00 29.00 $ 2,175.00 29.00 $ 2,175.00 $ - 100.00% 103 3-FT Lateral Grouting EA $ 475.00 22.00 $ 10,450.00 22.00 $ 10,450.00 $ - 100.00% 104 Pipe Televising - 8" LF $ 1.00 5,092.00 $ 5,092.00 5,092.00 $ 5,092.00 $ - 100.00% 105 Type A Pipe Cleaning - 8" LF $ 2.80 2,546.00 $ 7,128.80 2,546.00 $ 7,128.80 $ - 100.00% 106 Type C Root Removal - 8"-10" LF $ 1.25 1,243.00 $ 1,553.75 1,243.00 $ 1,553.75 $ - 100.00% 107 Type D Lumberjack-8"-10" LF $ 1.25 1,037.00 $ 1,296.25 1,037.00 $ 1,296.25 $ - 100.00% 108 Protruding Taps Removal EA $ 75.00 0.00 $ - 0.00 $ - $ - REMOVED Change Order No. 1 11 201 8" Diameter CIP Pipe Lining LF $ 31.00 0.00 $ - NOT AUTHORIZED REMOVED 202 Pipe Televising - 8" LF $ 1.00 0.00 $ - REMOVED 203 Type A Pipe Cleaning - 8" LF $ 2.80 0.00 $ - REMOVED I PROJECT TOTAL CONTRACT TOTAL SUBMITTED TO DATE CURRENT PERIOD 100.00% $ 439,228.43 I $ 439,228.43 $ 1,425.00 CHANGE ORDERS NO. DESCRIPTION Item Number PROJECT TOTAL ORIGINAL CONTRACT $ 539,992.39 CHANGE ORDER NO. 1 201-203 $ 29,355.94 CHANGE ORDER NO. 2 ALL $ (130,119.90) CONTRACT TOTAL $ 439,228.43 STORED MATERIALS MATERIAL INVOICE DATE DELIVERED UNIT COST DELIVERED QUANTITY TO DATE TOTAL QUANTITY INSTALLED QUANTITY STORED TO DATE STORED THIS PERIOD STORED BALANCE STORED COST TOTAL STORED MATERIALS LAST PERIOD TOTAL STORED MATERIALS TO DATE i $ STORED MATERIALS THIS PERIOD $ THIS PAY PERIOD Current Pay Application $ 1,425.00 Stored Materials This Period $ - SUBTOTAL I $ 1,425.00 Retainage This Period I 5.00% I $ (71.25) REQUESTED PAYMENT - PAY APPLICATION NO. 5 I $ 1,353.75 PROJECT TO DATE Pay Application No. 1 $ 41,134.37 Pay Application No. 2 $ 281,159.15 Pay Application No. 3 $ 62,635.41 Pay Application No. 4 $ 58,477.50 Pay Application No. 5 $ 1,425.00 ADJUSTMENT FOR INCORRECT UNIT PRICES $ (5,603.00) WORK COMPLETED TO DATE $ 439,228.43 TOTAL STORED MATERIALS TO DATE $ TOTAL REQUESTED PAYMENT TO DATE $ 439,228.43 Retainage to Date 0.00% $ TOTAL REQUESTED PAYMENT TO DATE LESS RETAINAGE $ 439,228.43 i PREVIOUS PAYMENTS Pay Application No. 1 $ 39,077.65 Pay Application No. 2 $ 267,101.19 Pay Application No. 3 $ 59,503.64 Pay Application No. 4 $ 55,553.63 Previous Payment Subtotal $ 421,236.11 FINAL PROJECT TOTAL REQUESTED PAYMENT - PAY APPLICATION NO. 5 $ 17,992.32 $ 439,228.43 �' C-CA u Cam% 04/15/25 Municipal Pipe Tool Co. LLC Date 04/15/25 Christopher G. Oelkers, AECOM, Project Engineer Date CITY OF WATERLOO Date L:\DCS\Projects\WTR\60721823_FY_2024_CIPP\600_Construction_Support\ 650_Pay_Applications\PA NO 541102 CIPP PH IVB1 - Pay App No 5.xlsx]Pay Estimate 05 Page 278 of 638 A=COM April 15, 2025 Mr. Jesse Gaherty Waste Management Services City of Waterloo 3505 Easton Avenue Waterloo, Iowa 50702 Subject: FY 2024 CIP Pipelining Phase IVB1 Completion Statement City of Waterloo, Iowa City Contract No. 1102 AECOM #60721823 Dear Mr. Gaherty: By this letter, we hereby state: AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com 1. A final review of the above -referenced project was held, and the project is considered complete as of October 18, 2024. 2. To the best of our knowledge and belief, based on observations of AECOM staff during construction, the contractor, Municipal Pipe Tool Co., LLC, has performed the work in accordance with the plans, specifications and contract documents in effect for the above -referenced project. 3. The total cost of the completed work is $439,228.43 „,,,intWrgi,,,,,,, ,Q OESSfQ4'4 ; �o may ' =_ S :CHRISTOPHER G.'. ui : E. OELKERS Z c>• 22053 •m . . am , =; ••• ; .• c ,. 10 W A �° ''00,,,,,,,,,,,,,,,,,,ko`' I hereby certify that this engineering document was prepared under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the state of Iowa. by me or 04/15/2025 CHRISTOPHER G. OELKERS, P.E. License No. 22053 Date My license renewal date is December 31, 2025. Pages or sheets covered by this seal: All Pages L:\DCS\Projects\WTR\60721823_FY_2024_CIPP\600_Construction_Support\650_Pay_Applications\PA NO 5\1102 Wat CIPP PH IVB1 - Completion Statement.docx Page 279 of 638 P.O. Box 14498 Address Des Moines, IA 50306-3498 MAINTENANCE BOND ALL MEN BY THESE PRESENTS: Bond No. 100309054 That, Municipal Pipe Tool Co., LLC of Hudson, IA as Principal, and the Merchants Bonding Company (Mutual) are held and firmly bound unto City of Waterloo, Iowa penal sum of Four Hundred Thirty-nine Thousand Two Hundred Twenty-eight & 43/100 as Surety, in the ($ 439,228.43 Dollars, lawful money of the United States of America, for the payment of which, well and truly to be made, the Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. Whereas the said Principal entered into a certain contract, with City of Waterloo, Iowa To furnish all the material and labor necessary for the construction of FY 2024 CIP Pipelining Phase IVB1, City Contract No. 1102, Waterloo, Iowa in Waterloo, Iowa In conformity with certain specifications; and Whereas a further condition of said contract is that the said Principal should furnish a bond in indemnity, guaranteeing to remedy any defects in workmanship or materials that may develop in said work within a period of two (2) years from date of acceptance of the work under said contract; and Whereas the said Merchants Bonding Company (Mutual) for a valuable consideration, has agreed to join with said Principal in such bond or guarantee, indemnifying said City of Waterloo, Iowa Now, therefore, the condition of this obligation is such, that if the said Principal shall, at his own cost and expense, remedy any and all defects that may develop in said work within the period of two (2) years from the date of date of acceptance of the work under said contract, by reason of bad workmanship or poor material used in the construction of said work and shall keep all work in continuous good repair during said period, and shall in all other respects, comply with all the terms and conditions of said contract with respect to maintenance and repair of said work, then this obligation to be null and void; otherwise, to be and remain in full force and virtue in law. In Witness whereof, we have hereunto set our hands and seals this 15th day of April , 2025 Municipal Pipe Tool Co., LLC rineipal By: Mercha Bonding Company (hilytMal } By: �a�vuvwr/�� - 1933 1.$ ▪ {:. Page 280 of 638 MERCHANTS BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Alissa Cahalan; Anne Crowner; Ashlea McCaughey; Austin Muehlschlegel; Ben Williams; Brian J Oestreich; Brian M Deimerly; Cameron M Burt; Colby D White; Craig E Hansen; D Gregory Stitts; Dione R Young; Donald E Appleby; Douglas Muth; Ginger Hoke; Grace Dickinson; Grace Rasmussen; Graydon Dotson; Greg Krier; Jamie Gifford; Jay D Freiermuth; Jennifer Marino; Jessie Allen; Joe Tiernan; John Cord; Joseph Cardinal; Joshua R Loftis; Kate Zanders; Keeton Welch; Kristine M Becks; Mark R DeWitt; Mark Sweigart; Mary Ashley Allen; Melinda C Blodgett; Michelle Morrison; Michelle R Gruis; Nathan Weaver; Nicole Stillings; R C Bowman; Rachel Thomas; Sandra M Engstrum; Sara Huston; Sarah C Brown; Seth D Rooker; Taylor Fogle; Ted Jorgensen; Tim McCulloh; Todd Bengford their true and lawful Attorney(s)-ire-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instn.lments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of November , 2024 .•- ■. • GORP.Rq .ate: ; 4., o P O� • '°'p •: • 2003 ; `0 a 1933 By ! y'• : Cam''• � fro ....�w President STATE OF IOWA ./14 ' �,•.\' •. • • . COUNTY OF DALLAS ss. """' On this 1st day of November 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ,..i- R'ivs. Penni Miller O q Commission Number 787952 • :��i•�. • My Commission Expires +OW/+ January 20, 2027 (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. d/b/a MERCHANTS NATIONAL INDIEMNITY COMPANY Notary Public In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 15th day of April , 2025 . ••• G $$ \q' RQ j5? 0 • 4� Z•c• POA 0018 (6/24) Secretary Page 281 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Lance Dunn, Human Resources Director Human Resources Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Communication from the Finance Department on the notice of the conclusion of employment of Shaubhik Roy, Financial Analyst, effective March 27, 2025, with recommendation of approval of payout of $1,407.84 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. ROY PAYOUT 4.21.2025 Page 282 of 638 Page 283 of 638 CITY OF %!49%TERLO O IOWA Community of Opportunity City Council Notice of Employment Severance Today's Date: 3/28/2025 Department: Finance Department Effective Date: 3/27/2025 Job Classification: Financial Analyst Employment Date: 10/22/2024 Employee Name: Shaubhik Roy The employment with the named City of Waterloo employee has been severed by reason of: ❑ Retired Disability Related ❑ No ❑ Yes ❑ Resigned ❑ Termination ❑ Other In accordance with City Policy, it is requested to allow payment which consists of the following: Benefits Vacation -Accrued Total Hours (x) Hourly Rate Payout 20 $ 29.33 $ 586.60 Vacation -Current 16 $ 29.33 $ Usable Sick Leave 32 $ 29.33 25% $ Casual Hours 4 $ 29.33 $ Comp Time Pay $ Unscheduled Leave $ 469.28 234.64 117.32 Other Pay Comments Approved by Total Payment $ 1,407.84 13,6,6ACA006, Human Resources /l9‘1 & Date 3/28/2025 Date 3/28/2025 Council Agenda Date: 4/21/2025 KMW Page 284 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Director Finance Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Motion to approve the appointment of Meagan Visser from the current Civil Service List to the position of Financial Analyst in the Finance Department, effective April 28, 2025. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. FINANCIAL_ANALYST_4.2025 Page 285 of 638 Docusign Envelope ID: AC064BE2-351D-4456-A65B-E638B489BCA1 PERSONNEL REQUISITION FORM Check as applicable: ❑ To start recruiting or civil service process and/or ® To fill a vacancy Active Civil Service List Expires: 09/20/2025 A proposed job description and questionnaire must accompany this form at time of submission to Human Resources. Position Title: Financial Analyst Department: Finance Reports To: Director of Finance Work Location: City Hall Finance Department Employment Status: ® Regular Full Time ❑ Temporary Full Time from to ❑ Regular Part Time ❑ Temporary Part Time from to ❑ Regular 7-Month ❑ Intern/Co-op Student from to Type of Position: Recommended Recruitment Sources: Civil Service Position: V Yes ❑ No n Internal Posting Only Bargaining Position: ❑ Yes ►( No ® Internal Posting and External Advertising Bargaining Group: Non -bargaining Position: ® Yes ❑ No ************************************************************************************************* Complete the following if the requisition is to fill a vacancy: ❑ New Position or /1 Replacement Position for: Shaubhik Roy, Financial Analyst (Specify name and title of former incumbent) If replacement, former incumbent: r Retired/Resigned/Terminated ❑ Transferred ❑ Promoted Date incumbent terminated employment: 03/27/2025 Date of final payout: 04/04/2025 Anticipated start date: ASAP No. of hours/week: 40 Work schedule: M-F 8:00 am to 5:00 pm Justification of need for position: This position is critical to properly completing items needed for the annual financial audit, budget preparation, Mayor and council requests and other functions. What are the likely consequences if the position is not filled? The Finance Department can't help the City grow without adequate qualified staffing. APPROVALS Annual salary requirements: 59,225-81,981 (Grade 5) Hourly Rate: 28.47-39.41 Benefits: 34,898 (Payroll taxes, pension, health ins.- assuming family) Is position budgeted for this and future FYs? ® Yes ❑ No If no, how will position be funded? Approved subject to the following conditions: S;t�LrSiigjtite partment Head 231.4;dpar Wood Chie Enancaial� � `ftcer cSigned by: Ka1 twss Human'fieeueasouia, r rooces Committee Chairperson Date Created 6/30/2017 4/10/2025 Date 4/10/2025 ,-DocuSigned by: 61,taLfitiv, Non' D0525D78AAC8449_ c'yStffned by: 4/14/2025 PI&tU , 4/10/2025 Date HumumaarTMources Director Date Page 286 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 PERSONNEL REQUISITION Financial Analyst The following questions are provided as guidelines to assist you in developing your rationale for the position of Financial Analyst in the Finance 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? Please refer to job description. (2) Can the job responsibilities of this position be assigned to other employees within the department? If no, why not? I need another employee with more advanced knowledge and skills, preferably a CPA with governmental auditing experience. There is not enough time to for our department to complete all the tasks that we have in a reasonable amount of time. (3) How is the work of this position being accomplished now? Existing staff has taken on the tasks, but we are not able to keep up with everything and get it done in a timely manner. (4) Are the filled positions in your department currently being utilized to their maximum potential? Yes. (5) How would filling this position meet the needs of your department or the City on either a short-term basis (if temporary position) or a long-term basis (if a regular position)? Again, we are not able to complete the work that needs to be done. I am concerned that we are going to start missing state deadlines, which may affect the citys ability to receive revenue. The city's ability to receive grants in the future could be impacted negatively because we aren't getting things done on time. (6) What cost savings or revenues, if any, would your department or the City realize if this position is filled? Filling the positions adequately will allow us to explore other revenue sources and ways to reduce expenses. Page 287 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 (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? It's being completed by salaried personnel, but we cannot add 40 hours per week to our already full schedules. (8) How has the work load or demands of your department changed in comparison to your staffing levels over the past three fiscal years? Provide statistics if possible. (9) When I was hired, there were 4 FTE employees in this department. The city has adopted GASB 34, which is another set of adjusting entries to present the Statement of Net Position and Statement of Activities. Additional standards have been implemented since that time that require more hours of accounting time. The time and effort required for TIF reporting has grown exponentially. The use of the State Revolving Loan Fund for sewer project financing has added many hours of work. The volume of invoices processed has grown. These are just a few examples of the increase in workload that we've experienced. If this position is not filled, what affect will it have on your department? What work will not get done? What costs will you incur? Please be as specific as possible. We may not be able to complete necessary audit preparation done in a timely manner. We will not be able to explore different ways of working on the budget. We'll continue to fall further behind. (10) How do you cover the responsibilities for this position whenever the incumbent is out on vacation? We would fill in to cover day to day processes but would not be able to complete the monthly/weekly activities this position does. (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? Yes, if you could find a firm that would do it. I believe doing that would cost the City likely 3 times as much. I don't think it's a practical solution. (12) How would you rank this position in terms of its contribution to City business in comparison with other positions reporting to you? Page 288 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 For the City to continue to receive revenue, file the budget on time (to get tax revenue), file the audit on time (to be able to get future grants), it's critical to adequately fill Finance department positions. Everything we do has hard deadlines. We don't do many projects that can just be delayed for another year or two if we don't have time to get to them. Our department needs to be able to have time offfor our health. (13) How does this position impact the Goals and Objectives for the City adopted by the City Council? 1 think it's significant that continuing to improve/maintain our financial position is no longer specifically stated in the goals and objectives. I believe that's because we have good procedures in place and it's assumed that will continue. However, if we don't maintain adequate staffing that will change. Note: Forward completed questionnaire to Human Resources Department with original copy of Personnel Requisition form. Page 289 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 CITY OF yATERLOO IOWA Community of Opportunity CIVIL SERVICE NOTICE CITY OF WATERLOO, IOWA OPEN EXAMINATION FINANCIAL ANALYST DEPARTMENT FINANCE SALARY $59,225-$81,981 ANNUALLY FLSA EXEMPT CIVIL SERVICE INCLUDED BARGAINING UNIT NON -BARGAINING GENERAL STATEMENT OF DUTIES Professional administrative staff position responsible for directing, coordinating and monitoring the City's fiscal budgeting activities, coordinating and monitoring banking activities, coordinating and monitoring the purchasing activities of all City departments according to the purchasing policy of the City Council, supervising the accounts payable function of the City, coordinating and reconciling general ledger and accounts, and completing grant administration and drafting grant applications. The work is performed under the general direction of the Director of Finance but considerable leeway is granted for the exercise of independent judgement and initiative. May direct or supervise the work of department clerks. EXAMPLES OF ESSENTIAL FUNCTIONS (Illustrative only) These functions are considered essential for successful performance in this job classification. 1. Reconciles and monitors general ledger accounting. 2. Reconciles and monitors banking activities. 3. Reviews and approves bills for payment and supervises the account coding and data entry for payment. 4. Monitors allocation of expenses and revenue among approximately 30 funds, 500 projects and tax increment financing districts. 5. Monitors and reviews expenditure pre -authorizations prior to submission to the Finance Committee for approval. 6. Monitors and reviews travel requests prior to submission to the Finance Committee for approval for requests exceeding $200 or to Department Head for requests equal to or less than $200. 7. Monitors the Line -Item Budget Control Policy and reviews requests for line -item amendments prior to submission to the Finance Committee for approval. 8. Maintains fixed asset accounting records. 9. Monitors credit card use by City employees. Page 290 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 10. Reviews and monitors billing for City services, primarily for invoices issued from the City system. 11. Provides periodic expenditure and revenue estimates and projections. 12. Completes grant administration functions. 13. May draft grant applications. 14. Compiles and analyzes financial data for annual general operating bond and revenue bond issuance. 15. Oversees capital improvements programming and use of capital funds. 16. May approve or prepare bid documents prior to bidding process. 17. Reviews and approves procedures for bid analysis and awards. 18. Monitors purchases that involve large quantity supplies on a continuous or emergency basis and blanket authorization purchases such as utilities and services under contract. 19. Conducts operations research and planning including cost analysis relating to the delivery of various municipal services. 20. Monitors all information systems and related activities for the City Clerk/Finance Office including reporting and recommendations on operational software and training for staff on new or revised programs. 21. Attends meetings such as City Council, budget review and staff meetings as required. 22. Prepares statistical tabulations, charts and graphs to illustrate financial planning objectives and fiscal situation. 23. Accesses information and conducts research as needed to analyze financial issues regarding municipal budgeting through the Internet and other financial vehicles. 24. Advises and responds to questions from elected officials, department heads, State and Federal agencies and the public regarding City budget and other financial matters. 25. Serves as back-up for duties and activities performed by Director of Finance, Assistant Director of Finance, and other Financial Analysts. 26. Communicates clearly and concisely orally and in writing. 27. Compiles reports, performs data entry and completes forms on personal computer, using the applicable software. 28. Works independently and with others with limited supervision. 29. Attends work regularly at the designated place and time. 30. Performs all work duties and activities in accordance with City, Finance Department and OSHA policies, procedures and safety rules. 31. Performs related duties as assigned. REQUIRED KNOWLEDGE, SKILLS, AND ABILITIES 1. Knowledge of principles and practices of finance, accounting and budgeting (prefer knowledge of municipal government budgeting and accounting). 2. Knowledge of the methods and techniques of preparing a fiscal year budget according to Generally Accepted Accounting Principles and State required reporting formats. 3. Ability to review complex operating and financial statements and administrative reports, communicate this information to finance staff, elected officials, department heads, auditors and the public in a concise and professional manner and respond tactfully and concisely to related questions. 4. Ability to conduct research, analyze and interpret financial data. 5. Ability to analyze Federal and State laws as they apply to grants and government expenditures. 6. Ability to enter and retrieve information on a personal computer and knowledge and skill with Microsoft applications including Word, Excel and Power Point; ability to learn specialized Page 291 of 638 Docusign Envelope ID: AC064BE2-351D-4456-A65B-E638B489BCA1 computer software, develop computer -generated reports and keep accurate, thorough and updated records. 7. Ability to work independently and with others with minimum supervision and to direct or supervise the work of other employees. 8. Ability to work with people from a broad variety of social, economic, racial, ethnic and educational backgrounds. ACCEPTABLE EXPERIENCE & TRAINING 1. Bachelor's Degree in finance, accounting, public administration or closely related field from an accredited college or university. (candidates with CPA will be given preference) and minimum three years experience in financial administration or closely related area; prefer municipal finance or accounting experience. OR Any equivalent combination of education and experience that provides the knowledge, skills and abilities necessary to perform the work. 2. If using City vehicle, must have Iowa Driver's License and good driving record based on the City of Waterloo driver performance criteria. ESSENTIAL PHYSCIAL ABILITIES The following physical abilities are required with or without accommodation. 1. Sufficient speech and hearing that permits the employee to communicate effectively with other employees, elected officials, Federal, State and other government subdivisions and agencies in person or by telephone. 2. Sufficient personal mobility that permits the employee to operate a passenger vehicle safely, attend meetings in and out of City Hall and physically move from one City department or facility to another. 3. Sufficient vision and manual dexterity that permits the employee to operate a personal computer, handle files and perform other administrative responsibilities. MISCELLANEOUS 1. The City of Waterloo will conduct a background investigation including employment, education and criminal history checks on any candidate being considered for this position. 2. Required to submit to and pass Civil Service oral examination. 3. The City of Waterloo will conduct pre -employment skills tests in Microsoft Word and Excel, proofreading and writing. WORK SCHEDULE Generally 8:00 a.m. to 5:00 p.m. Monday through Friday with one hour unpaid lunch. Must be available as needed outside these hours for department or City activities or meetings that require the attendance of the Financial Analyst. May be significant extra work hours required during yearly budget and/or audit preparation. FINANCIAL ANALYST 2024 Page 292 of 638 Docusign Envelope ID: AC064BE2-351 D-4456-A65B-E638B489BCA1 A.A./E.E.O. Minority, female & disabled individuals are encouraged to apply. Page 293 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department April 21, 2025 AGENDA ITEM TITLE Liquor Licenses a. Corks, 1956 Lafayette Street, class E w/Sunday Sales (New) Exp: 02/15/2026. b. Jim's Food, 437 Sullivan Avenue, class E w/Sunday Sales (Renewal) Exp: 04/14/2026. c. Prime Mart, 3535 Marigold Drive, Class E w/Sunday Sales (Renewal) Exp: 01/19/2026. d. Ray's Supermarket, 1975 Franklin Street, Class C w/Sunday Sales (Renewal) Exp: 03/02/2026. e. The Spot #3, 117 E. San Marnan Drive, Class C w/Sunday Sales (Renewal) Exp: 04/04/2026. f. Tokyo Japanese Steakhouse, Inc., 1931 Sears Street, Class C w/Outdoor Service and Sunday Sales (Renewal) Exp: 02/13/2026. g. Uni Mart, 1615 Bishop Avenue, Class E w/Sunday Sales (Renewal) Exp: 02/28/2026. 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 Page 294 of 638 LEGAL DESCRIPTION ATTACHMENTS None Page 295 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE City Clerk Department April 21, 2025 AGENDA ITEM TITLE Cigarette/Tobacco/Nicotine/Vapor Permits a. Pink Cloud Smoke Shop, 3026 Ansborough Avenue. B. Walmart Store #1496, 1334 Flammang Drive. 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 296 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Engineering Department April 21, 2025 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 297 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Director Finance Department AGENDA ITEM TITLE FYE 2026 Budget Hearing. RECOMMENDED COUNCIL ACTION MEETING DATE April 21, 2025 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. FY26 Proposed Budget 2. FY26 Fact Sheet 3. FY26 Differences from FY25 Page 298 of 638 Page 299 of 638 4/1/25, 1:18 PM Local Government Property Valuation System FISCAL YEAR JULY 1, 2025 - JUNE 30, 2026 ADOPTION OF BUDGET AND CERTIFICATION OF CITY TAXES The City of : WATERLOO County Name: BLACK HAWK COUNTY Adopted On: (entered upon adoption) Resolution: (entered upon adoption) The below -signed certifies that the City Council, on the date stated above, lawfully approved the named resolution adopting a budget for next fiscal year, as summarized on this and the supporting pages. Attached is Long Term Debt Schedule Form 703 which lists any and all of the debt service obligations of the City. With Gas & Electric Without Gas & Electric City Number: 07-054 Last Official Census: 67,314 Regular 2a 2,362,220,554 2b 2,285,535,170 DEBT SERVICE 3a 2,996,867,174 3b 2,920,181,790 Ag Land 4a 15,492,445 1 Consolidated General Fund Levy Calculation CGFL Rate CGFL Dollars Non-TIF Taxable w/ G&E Taxable Growth % FY 2025 Budget Data 8.91000 20,640,544 2,316,559,336 1.97 Limitation Percentage 0 CGFL Max Rate CGFL Max Dollars Revenue Growth % Max Allowed CGFL for FY 2026 8.91000 21,047,385 1.97 TAXES LEVIED Code Sec. Dollar Limit Purpose ENTER FIRE DISTRICT RATE BELOW (A) Request with Utility Replacement (B) Property Taxes Levied (C) Rate 384.1 8.91000 Consolidated General Fund 5 21,047,385 20,364,118 43 8.91000 Non -Voted Other Permissible Levies 384.12(1) 0.95000 Opr & Maint publicly owned Transit 7 1,506,466 1,457,554 45 0.63773 384.12(2) 0.27000 Aviation Authority (under sec.330A.15) 11 0 49 0.00000 384.12(3) Amt Nec Liability, property & self insurance costs 14 2,679,018 2,592,048 52 1.13411 384.12(5) Amt Nec Support of a Local Emerg.Mgmt.Comm. 462 93,284 90,256 465 0.03949 Voted Other Permissible Levies 28E.22 1.50000 Unified Law Enforcement 24 0 62 0.00000 Total General Fund Regular Levies (5 thru 24) 25 25,326,153 24,503,976 384.1 3.00375 Ag Land 26 46,535 46,535 63 3.00372 Total General Fund Tax Levies (25 + 26) 27 25,372,688 24,550,511 Do Not Add Special Revenue Levies 384.6 Amt Nec Police & Fire Retirement 29 5,253,170 5,082,642 2.22383 Amt Nec FICA & IPERS (if general fund at levy limit) 30 2,633,403 2,547,915 1.11480 Rules Amt Nec Other Employee Benefits 31 10,419,074 10,080,833 4.41071 Subtotal Employee Benefit Levy (29,30,31) 32 18,305,647 17,711,390 65 7.74934 Valuation 386 As Req With Gas & Elec Without Gas & Elec SSMID 1 (A) 0 (B) 0 34 0 66 0.00000 SSMID 2 (A) 0 (B) 0 35 0 67 0.00000 SSMID 3 (A) 0 (B) 0 36 0 68 0.00000 SSMID 4 (A) 0 (B) 0 37 0 69 0.00000 SSMID 5 (A) 0 (B) 0 555 0 565 0.00000 SSMID 6 (A) 0 (B) 0 556 0 566 0.00000 SSMID 7 (A) 0 (B) 0 1177 0 1179 0.00000 SSMID 8 (A) 0 (B) 0 1185 0 1187 0.00000 Total Special Revenue Levies 39 18,305,647 17,711,390 384.4 Amt Nec Debt Service Levy 76.10(6) 40 9,952,380 9,697,719 70 3.32093 384.7 0.67500 Capital Projects (Capital Improv. Reserve) 41 0 71 0.00000 Total Property Taxes (27+39+40+41) 42 53,630,715 51,959,620 72 21.79160 COUNTY AUDITOR - I certify the budget is in compliance with ALL the following: Budgets that DO NOT meet ALL the criteria below are not statutorily compliant & must be returned to the city for correction. ( City Representative ) ( Date) ( County Auditor ) (Date) https://dom-localgov.iowa.gov/budget-renderer?id=20758 Page 300 of1&8 https://dom-localgov.iowa.gov/budget-renderer?id=20758 FUND BALANCE City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 GENERAL SPECIAL REVENUES TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT TOTAL GOVERNMENT PROPRIETARY GRAND TOTAL Annual Report FY 2024 Beginning Fund Balance July 1 1 61,759,575 39,330,823 1,799,909 1,096,553 22,015,087 0 126,001,947 27,389,448 153,391,395 Actual Revenues Except Beg Balance 2 78,274,117 63,903,114 13,950,975 14,725,666 36,899,129 0 207,753,001 38,666,166 246,419,167 Actual Expenditures Except End Balance 3 76,963,722 61,940,508 13,808,069 14,982,749 33,141,562 0 200,836,610 34,035,060 234,871,670 Ending Fund Balance June 30 4 63,069,970 41,293,429 1,942,815 839,470 25,772,654 0 132,918,338 32,020,554 164,938,892 Re -Estimated FY 2025 Beginning Fund Balance 5 63,069,970 41,293,429 1,942,815 839,470 25,772,654 0 132,918,338 32,020,554 164,938,892 Re -Est Revenues 6 77,919,619 93,427,345 21,437,284 15,633,677 96,006,435 0 304,424,360 41,581,416 346,005,776 Re -Est Expenditures 7 98,524,371 102,608,562 19,199,585 15,992,120 106,006,435 0 342,331,073 45,030,589 387,361,662 Ending Fund Balance 8 42,465,218 32,112,212 4,180,514 481,027 15,772,654 0 95,011,625 28,571,381 123,583,006 Budget FY 2026 Beginning Fund Balance 9 42,465,218 32,112,212 4,180,514 481,027 15,772,654 0 95,011,625 28,571,381 123,583,006 Revenues 10 76,710,824 76,325,111 24,156,521 19,225,669 66,592,175 0 263,010,300 34,980,416 297,990,716 Expenditures 11 84,099,779 86,380,108 22,913,274 19,066,712 78,842,175 0 291,302,048 39,051,429 330,353,477 Ending Fund Balance 12 35,076,263 22,057,215 5,423,761 639,984 3,522,654 0 66,719,877 24,500,368 91,220,245 lNd 81•:I. '9Z/1•/b Local Government Property Valuation System Page 301 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LOCAL EMC SUPPORT City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 As provided in Iowa Code Section 384.12, subsection 22, a city may levy the amount necessary in support of a local Emergency Management Commission. In addition to this individual levy, Emergency Management Commission support may also be included as part of the General Fund Levy. Iowa Code Section 29C.17, subsection 6 states that any support from cities or counties must be separately reported on tax statements issued by the county treasurer. Input the amount of General Fund Levy request to be used for support of an Emergency Management Commission. The total below will reflect the total amount of Emergency Management Commission support provided by the City. Request with Utility Replacement Property Taxes Levied Portion of General Fund Levy Used for Emerg. Mgmt. Comm. 0 Support of a Local Emerg.Mgmt.Comm. 93,284 90,256 TOTAL FOR FY 2026 93,284 90,256 Wd 81•:1. '9Z/1•/b Local Government Property Valuation System N O Page 302 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 RE -ESTIMATED EXPENDITURES SCHEDULE PAGE 1 City Name: WATERLOO Fiscal Year July 1, 2024 - June 30, 2025 GOVERNMENT ACTIVITIES CONT. GENERAL SPECIAL REVENUE TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY RE -ESTIMATED 2025 ACTUAL 2024 PUBLIC SAFETY Police Department/Crime Prevention 1 21,154,999 2,723,573 23,878,572 22,553,996 Jail 2 0 0 Emergency Management 3 90,359 90,359 114,695 Flood Control 4 0 0 Fire Department 5 12,457,467 1,839,626 14,297,093 14,200,625 Ambulance 6 4,358,266 470,070 4,828,336 4,222,513 Building Inspections 7 1,612,997 1,612,997 1,430,019 Miscellaneous Protective Services 8 0 0 Animal Control 9 0 0 Other Public Safety 10 0 0 TOTAL (lines 1 - 10) 11 39,674,088 5,033,269 0 44,707,357 42,521,848 PUBLIC WORKS Roads, Bridges, & Sidewalks 12 500,000 27,082,988 27,582,988 19,490,023 Parking - Meter and Off -Street 13 425,000 425,000 398,016 Street Lighting 14 500,000 500,000 488,031 Traffic Control and Safety 15 2,105,887 2,105,887 1,884,196 Snow Removal 16 1,908,692 1,908,692 1,739,431 Highway Engineering 17 0 0 Street Cleaning 18 0 0 Airport (if not Enterprise) 19 1,548,462 5,594,089 7,142,551 3,594,829 Garbage (if not Enterprise) 20 0 0 Other Public Works 21 5,000,521 5,000,521 5,001,559 TOTAL (lines 12 - 21) 22 7,473,983 37,191,656 0 44,665,639 32,596,085 HEALTH & SOCIAL SERVICES Welfare Assistance 23 0 0 City Hospital 24 0 0 Payments to Private Hospitals 25 0 0 Health Regulation and Inspection 26 0 0 Water, Air, and Mosquito Control 27 0 0 Community Mental Health 28 0 0 Other Health and Social Services 29 397,202 397,202 372,010 TOTAL (lines 23 - 29) 30 397,202 0 0 397,202 372,010 CULTURE & RECREATION Library Services 31 3,049,199 3,049,199 3,128,390 Museum, Band and Theater 32 2,145,428 2,145,428 1,132,815 Parks 33 3,594,409 3,594,409 3,241,507 Recreation 34 3,721,531 3,721,531 3,697,005 Cemetery 35 70,000 70,000 70,000 Community Center, Zoo, & Marina 36 968,430 968,430 1,012,576 Other Culture and Recreation 37 0 0 TOTAL (lines 31 - 37) 38 13,548,997 0 0 13,548,997 12,282,293 Wd 8l l '9Z/l•/17 Local Government Property Valuation System Page 303 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 RE -ESTIMATED EXPENDITURES SCHEDULE PAGE 2 City Name: WATERLOO Fiscal Year July 1, 2024 - June 30, 2025 GOVERNMENT ACTIVITIES CONT. GENERAL SPECIAL REVENUE TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY RE -ESTIMATED 2025 ACTUAL 2024 COMMUNITY & ECONOMIC DEVELOPMENT Community Beautification 39 0 0 Economic Development 40 1,504,469 1,504,469 1,983,691 Housing and Urban Renewal 41 59,440 16,357,682 16,417,122 9,407,833 Planning & Zoning 42 694,359 694,359 720,029 Other Com & Econ Development 43 2,347,896 2,347,896 2,548,145 TIF Rebates 44 4,876,642 4,876,642 2,993,830 TOTAL (lines 39 - 44) 45 4,606,164 16,357,682 4,876,642 0 25,840,488 17,653,528 GENERAL GOVERNMENT Mayor, Council, & City Manager 46 1,383,946 1,383,946 1,155,109 Clerk, Treasurer, & Finance Adm. 47 1,798,476 1,798,476 1,536,854 Elections 48 60,000 60,000 57,956 Legal Services & City Attorney 49 342,478 342,478 307,429 City Hall & General Buildings 50 776,539 776,539 733,809 Tort Liability 51 3,037,675 3,037,675 2,679,914 Other General Government 52 5,424,823 17,472 5,442,295 6,990,676 TOTAL (lines 46 - 52) 53 12,823,937 17,472 0 0 12,841,409 13,461,747 DEBT SERVICE 54 15,992,120 15,992,120 14,674,659 Gov Capital Projects 55 28,431,150 96,006,435 124,437,585 33,096,290 TIF Capital Projects 56 10,000,000 10,000,000 10,481,790 TOTAL CAPITAL PROJECTS 57 0 28,431,150 0 106,006,435 0 134,437,585 43,578,080 TOTAL Governmental Activities Expenditures (lines 11+22+30+38+44+52+53+54) 58 78,524,371 87,031,229 4,876,642 15,992,120 106,006,435 0 292,430,797 177,140,250 BUSINESS TYPE ACTIVITIES Proprietary: Enterprise & Budgeted ISF Water Utility 59 0 0 Sewer Utility 60 11,727,175 11,727,175 8,821,246 Electric Utility 61 0 0 Gas Utility 62 0 0 Airport 63 0 0 Landfill/Garbage 64 7,314,731 7,314,731 5,765,190 Transit 65 0 0 Cable TV, Internet & Telephone 66 0 0 1,341,804 Housing Authority 67 0 0 Storm Water Utility 68 1,756,861 1,756,861 1,420,466 Other Business Type (city hosp., ISF, parking, etc.) 69 0 0 Enterprise DEBT SERVICE 70 3,073,000 3,073,000 2,852,838 Enterprise CAPITAL PROJECTS 71 19,200,000 19,200,000 11,754,920 Enterprise TIF CAPITAL PROJECTS 72 0 0 TOTAL BUSINESS TYPE EXPENDITURES (lines 59+72) 73 43,071,767 43,071,767 31,956,464 TOTAL ALL EXPENDITURES (lines 58+73) 74 78,524,371 87,031,229 4,876,642 15,992,120 106,006,435 0 43,071,767 335,502,564 209,096,714 Regular Transfers Out 75 20,000,000 15,577,333 1,958,822 37,536,155 15,308,467 Internal TIF Loan Transfers Out 76 14,322,943 14,322,943 10,466,489 Total ALL Transfers Out 77 20,000,000 15,577,333 14,322,943 0 0 0 1,958,822 51,859,098 25,774,956 Total Expenditures and Other Fin Uses (lines 74+77) 78 98,524,371 102,608,562 19,199,585 15,992,120 106,006,435 0 45,030,589 387,361,662 234,871,670 Ending Fund Balance June 30 79 42,465,218 32,112,212 4,180,514 481,027 15,772,654 0 28,571,381 123,583,006 164,938,892 Wd 8l l '9Z/l•/17 Local Government Property Valuation System Page 304 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 RE -ESTIMATED REVENUES DETAIL City Name: WATERLOO Fiscal Year July 1, 2024 - June 30, 2025 REVENUES & OTHER FINANCING SOURCES GENERAL SPECIAL REVENUE TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY RE -ESTIMATED 2025 ACTUAL 2024 Taxes Levied on Property 1 23,856,400 18,719,970 8,821,317 51,397,687 45,190,123 Less: Uncollected Property Taxes - Levy Year 2 0 0 Net Current Property Taxes (line 1 minus line 2) 3 23,856,400 18,719,970 8,821,317 0 51,397,687 45,190,123 Delinquent Property Taxes 4 0 115,029 TIF Revenues 5 21,144,488 21,144,488 13,684,602 Other City Taxes: Utility Tax Replacement Excise Taxes 6 817,495 642,710 237,158 1,697,363 1,577,595 Utility francise tax (Iowa Code Chapter 364.2) 7 5,070,000 5,070,000 4,972,067 Parimutuel wager tax 8 0 0 Gaming wager tax 9 1,454,000 1,454,000 1,331,875 Mobile Home Taxes 10 33,700 10,000 43,700 75,941 Hotel/Motel Taxes 11 1,520,000 1,520,000 1,648,461 Other Local Option Taxes 12 12,000,000 12,000,000 13,817,984 Subtotal - Other City Taxes (lines 6 thru 12) 13 8,895,195 12,642,710 247,158 0 21,785,063 23,423,923 Licenses & Permits 14 1,484,705 22,500 12500 1,519,705 1,677,792 Use of Money & Property 15 1,634,500 563,500 100,000 10,000 140,000 2,448,000 8,359,115 Intergovernmental: Federal Grants & Reimbursements 16 648,752 24,352,290 25,001,042 14,663,781 Road Use Taxes 17 9,250,000 9,250,000 9,507,480 Other State Grants & Reimbursements 18 1,449,455 16,367,018 192,796 353,500 2,000,000 20,362,769 8,754,811 Local Grants & Reimbursements 19 448,851 1,000,000 20,000,000 336,570 21,785,421 6,540,040 Subtotal - Intergovernmental (lines 16 thru 19) 20 2,547,058 50,969,308 192,796 353,500 20,000,000 2,336,570 76,399,232 39,466,112 Charges for Fees & Service: Water Utility 21 0 0 Sewer Utility 22 19,366,000 19,366,000 17,263,123 Electric Utility 23 0 0 Gas Utility 24 0 0 Parking 25 425,000 425,000 348,739 Airport 26 305,000 195,807 500,807 313,463 Landfill/Garbage 27 5,721,346 5,721,346 6,204,626 Hospital 28 0 0 Transit 29 0 0 Cable TV, Internet & Telephone 30 0 0 Housing Authority 31 0 0 Storm Water Utility 32 0 3,402,203 Other Fees & Charges for Service 33 13,018,178 222,800 13,240,978 13,743,968 Subtotal - Charges for Service (lines 21 thru 33) 34 13,748,178 418,607 0 0 0 25,087,346 39,254,131 41,276,122 Special Assessments 35 470,000 470,000 374,334 Miscellaneous 36 9,541,187 90,750 2,308,333 11,940,270 14,462,646 Other Financing Sources: Regular Operating Transfers In 37 15,402,927 10,000,000 2,133,228 10,000,000 37,536,155 15,308,467 Internal TIF Loan Transfers In 38 254,469 4,068,474 10,000,000 14,322,943 10,466,489 Subtotal ALL Operating Transfers In 39 15,657,396 10,000,000 0 6,201,702 20,000,000 0 0 51,859,098 25,774,956 Proceeds of Debt (Excluding TIF Internal Borrowing) 40 53,698,102 14,000,000 67,698,102 32,422,623 Proceeds of Capital Asset Sales 41 85,000 5,000 90,000 191,790 Subtotal -Other Financing Sources (lines 36 thru 38) 42 15,742,396 10,000,000 0 6,201,702 73,698,102 0 14,005,000 119,647,200 58,389,369 Total Revenues except for beginning fund balance (lines 3, 4, 5, 12, 13, 14, 19, 33, 34, 35, & 39) 43 77,919,619 93,427,345 21,437,284 15,633,677 96,006,435 0 41,581,416 346,005,776 246,419,167 Beginning Fund Balance July 1 44 63,069,970 41,293,429 1,942,815 839,470 25,772,654 0 32,020,554 164,938,892 153,391,395 TOTAL REVENUES & BEGIN BALANCE (lines 41+42) 45 140,989,589 134,720,774 23,380,099 16,473,147 121,779,089 0 73,601,970 510,944,668 399,810,562 Wd 8l l '9Z/l•/17 Local Government Property Valuation System N O Page 305 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 EXPENDITURES SCHEDULE PAGE 1 City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 GOVERNMENT ACTIVITIES GENERAL SPECIAL REVENUES TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY BUDGET 2026 RE - ESTIMATED 2025 ACTUAL 2024 PUBLIC SAFETY Police Department/Crime Prevention 1 20,757,430 2,902,016 23,659,446 23,878,572 22,553,996 Jail 2 0 0 0 Emergency Management 3 93,284 93,284 90,359 114,695 Flood Control 4 0 0 0 Fire Department 5 12,653,109 1,892,928 14,546,037 14,297,093 14,200,625 Ambulance 6 4,435,480 489,380 4,924,860 4,828,336 4,222,513 Building Inspections 7 1,609,061 1,609,061 1,612,997 1,430,019 Miscellaneous Protective Services 8 0 0 0 Animal Control 9 0 0 0 Other Public Safety 10 0 0 0 TOTAL (lines 1 - 10) 11 39,548,364 5,284,324 0 44,832,688 44,707,357 42,521,848 PUBLIC WORKS Roads, Bridges, & Sidewalks 12 275,000 27,269,866 27,544,866 27,582,988 19,490,023 Parking - Meter and Off -Street 13 471,750 471,750 425,000 398,016 Street Lighting 14 515,000 515,000 500,000 488,031 Traffic Control and Safety 15 2,134,795 2,134,795 2,105,887 1,884,196 Snow Removal 16 1,859,792 1,859,792 1,908,692 1,739,431 Highway Engineering 17 0 0 0 Street Cleaning 18 0 0 0 Airport 19 1,457,391 2,530,400 3,987,791 7,142,551 3,594,829 Garbage (if not Enterprise) 20 0 0 0 Other Public Works 21 5,055,383 5,055,383 5,000,521 5,001,559 TOTAL (lines 12 - 21) 22 7,259,524 34,309,853 0 41,569,377 44,665,639 32,596,085 HEALTH & SOCIAL SERVICES Welfare Assistance 23 0 0 0 City Hospital 24 0 0 0 Payments to Private Hospitals 25 0 0 0 Health Regulation and Inspection 26 0 0 0 Water, Air, and Mosquito Control 27 0 0 0 Community Mental Health 28 0 0 0 Other Health and Social Services 29 407,651 407,651 397,202 372,010 TOTAL (lines 23 - 29) 30 407,651 0 0 407,651 397,202 372,010 CULTURE & RECREATION Library Services 31 3,048,784 3,048,784 3,049,199 3,128,390 Museum, Band and Theater 32 2,232,496 2,232,496 2,145,428 1,132,815 Parks 33 3,621,462 3,621,462 3,594,409 3,241,507 Recreation 34 3,858,056 3,858,056 3,721,531 3,697,005 Cemetery 35 70,000 70,000 70,000 70,000 Community Center, Zoo, & Marina 36 992,066 992,066 968,430 1,012,576 Other Culture and Recreation 37 0 0 0 TOTAL (lines 31 - 37) 38 13,822,864 0 0 13,822,864 13,548,997 12,282,293 Wd 8l l '9Z/l•/17 Local Government Property Valuation System w N O Page 306 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 EXPENDITURES SCHEDULE PAGE 2 City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 GOVERNMENT ACTIVITIES GENERAL SPECIAL REVENUES TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY BUDGETRE- 2026 ESTIMATED 2025 ACTUAL 2024 COMMUNITY & ECONOMIC DEVELOPMENT Community Beautification 39 0 0 0 Economic Development 40 1,296,372 1,296,372 1,504,469 1,983,691 Housing and Urban Renewal 41 59,440 17,024,061 17,083,501 16,417,122 9,407,833 Planning & Zoning 42 702,526 702,526 694,359 720,029 Other Com & Econ Development 43 2,337,896 2,337,896 2,347,896 2,548,145 TIF Rebates 44 3,826,902 3,826,902 4,876,642 2,993,830 TOTAL (lines 39 - 44) 45 4,396,234 17,024,061 3,826,902 0 25,247,197 25,840,488 17,653,528 GENERAL GOVERNMENT Mayor, Council, & City Manager 46 1,422,250 1,422,250 1,383,946 1,155,109 Clerk, Treasurer, & Finance Adm. 47 1,774,694 1,774,694 1,798,476 1,536,854 Elections 48 65,000 65,000 60,000 57,956 Legal Services & City Attorney 49 359,451 359,451 342,478 307,429 City Hall & General Buildings 50 777,206 777,206 776,539 733,809 Tort Liability 51 3,289,226 3,289,226 3,037,675 2,679,914 Other General Government 52 5,677,315 17,472 5,694,787 5,442,295 6,990,676 TOTAL (lines 46 - 52) 53 13,365,142 17,472 0 0 13,382,614 12,841,409 13,461,747 DEBT SERVICE 54 19,066,712 19,066,712 15,992,120 14,674,659 Gov Capital Projects 55 14,540,000 66,342,175 80,882,175 124,437,585 33,096,290 TIF Capital Projects 56 12,500,000 12,500,000 10,000,000 10,481,790 TOTAL CAPITAL PROJECTS 57 0 14,540,000 0 78,842,175 0 93,382,175 134,437,585 43,578,080 TOTAL Government Activities Expenditures (lines 11+22+30+38+45+53+54+57) 58 78,799,779 71,175,710 3,826,902 19,066,712 78,842,175 0 251,711,278 292,430,797 177,140,250 BUSINESS TYPE ACTIVITIES Proprietary: Enterprise & Budgeted ISF Water Utility 59 0 0 0 Sewer Utility 60 11,065,862 11,065,862 11,727,175 8,821,246 Electric Utility 61 0 0 0 Gas Utility 62 0 0 0 Airport 63 0 0 0 Landfill/Garbage 64 7,518,913 7,518,913 7,314,731 5,765,190 Transit 65 0 0 0 Cable TV, Internet & Telephone 66 0 0 1,341,804 Housing Authority 67 0 0 0 Storm Water Utility 68 1,850,578 1,850,578 1,756,861 1,420,466 Other Business Type (city hosp., ISF, parking, etc.) 69 0 0 0 Enterprise DEBT SERVICE 70 3,600,000 3,600,000 3,073,000 2,852,838 Enterprise CAPITAL PROJECTS 71 12,900,000 12,900,000 19,200,000 11,754,920 Enterprise TIF CAPITAL PROJECTS 72 0 0 0 TOTAL Business Type Expenditures (lines 59 - 72) 73 36,935,353 36,935,353 43,071,767 31,956,464 TOTAL ALL EXPENDITURES (lines 58 + 73) 74 78,799,779 71,175,710 3,826,902 19,066,712 78,842,175 0 36,935,353 288,646,631 335,502,564 209,096,714 Regular Transfers Out 75 5,300,000 15,204,398 2,116,076 22,620,474 37,536,155 15,308,467 Internal TIF Loan / Repayment Transfers Out 76 19,086,372 19,086,372 14,322,943 10,466,489 Total ALL Transfers Out 77 5,300,000 15,204,398 19,086,372 0 0 0 2,116,076 41,706,846 51,859,098 25,774,956 Total Expenditures & Fund Transfers Out (lines 74+77) 78 84,099,779 86,380,108 22,913,274 19,066,712 78,842,175 0 39,051,429 330,353,477 387,361,662 234,871,670 Ending Fund Balance June 30 79 35,076,263 22,057,215 5,423,761 639,984 3,522,654 0 24,500,368 91,220,245 123,583,006 164,938,892 Wd 8t: `9Z/6/17 Local Government Property Valuation System Page 307 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 REVENUES DETAIL City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 GENERAL SPECIAL REVENUES TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY BUDGET 2026 RE - ESTIMATED 2025 ACTUAL 2024 REVENUES & OTHER FINANCING SOURCES Taxes Levied on Property 1 24,550,511 17,711,390 9,697,719 0 51,959,620 51,397,687 45,190,123 Less: Uncollected Property Taxes - Levy Year 2 0 0 0 Net Current Property Taxes (line 1 minus line 2) 3 24,550,511 17,711,390 9,697,719 0 51,959,620 51,397,687 45,190,123 Delinquent Property Taxes 4 0 0 115,029 TIF Revenues 5 23,902,048 23,902,048 21,144,488 13,684,602 Other City Taxes: Utility Tax Replacement Excise Taxes 6 822,177 594,257 254,661 0 1,671,095 1,697,363 1,577,595 Utility francise tax (Iowa Code Chapter 364.2) 7 5,060,000 5,060,000 5,070,000 4,972,067 Parimutuel wager tax 8 0 0 0 Gaming wager tax 9 1,275,000 1,275,000 1,454,000 1,331,875 Mobile Home Taxes 10 33,700 10,000 43,700 43,700 75,941 Hotel/Motel Taxes 11 1,600,000 1,600,000 1,520,000 1,648,461 Other Local Option Taxes 12 12,000,000 12,000,000 12,000,000 13,817,984 Subtotal - Other City Taxes (lines 6 thru 12) 13 8,790,877 12,594,257 264,661 0 21,649,795 21,785,063 23,423,923 Licenses & Permits 14 1,484,520 17,500 12500 1,514,520 1,519,705 1,677,792 Use of Money & Property 15 1,715,500 659,180 100,000 25,000 215,000 2,714,680 2,448,000 8,359,115 Intergovernmental: Federal Grants & Reimbursements 16 436,872 27,003,256 27,440,128 25,001,042 14,663,781 Road Use Taxes 17 9,500,000 9,500,000 9,250,000 9,507,480 Other State Grants & Reimbursements 18 1,107,843 2,337,878 154,473 346,605 1,400,000 5,346,799 20,362,769 8,754,811 Local Grants & Reimbursements 19 608,505 1,000,000 45,792,175 336,570 47,737,250 21,785,421 6,540,040 Subtotal - Intergovernmental (lines 16 thru 19) 20 2,153,220 39,841,134 154,473 346,605 45,792,175 1,736,570 90,024,177 76,399,232 39,466,112 Charges for Fees & Service: Water Utility 21 0 0 0 Sewer Utility 22 16,805,000 16,805,000 19,366,000 17,263,123 Electric Utility 23 0 0 0 Gas Utility 24 0 0 0 Parking 25 397,750 397,750 425,000 348,739 Airport 26 305,000 120,000 425,000 500,807 313,463 Landfill/Garbage 27 5,846,346 5,846,346 5,721,346 6,204,626 Hospital 28 0 0 0 Transit 29 0 0 0 Cable TV, Internet & Telephone 30 0 0 0 Housing Authority 31 0 0 0 Storm Water Utility 32 3,350,000 3,350,000 0 3,402,203 Other Fees & Charges for Service 33 13,174,511 279,400 13,453,911 13,240,978 13,743,968 Subtotal - Charges for Service (lines 21 thru 33) 34 13,877,261 399,400 0 0 0 26,001,346 40,278,007 39,254,131 41,276,122 Special Assessments 35 245,000 10,000 255,000 470,000 374,334 Miscellaneous 36 8,493,773 102,250 2,300,000 10,896,023 11,940,270 14,462,646 Other Financing Sources: Regular Operating Transfers In 37 15,058,790 5,000,000 2,561,684 22,620,474 37,536,155 15,308,467 Internal TIF Loan Transfers In 38 256,372 6,330,000 12,500,000 19,086,372 14,322,943 10,466,489 Subtotal ALL Operating Transfers In 39 15,315,162 5,000,000 0 8,891,684 12,500,000 0 0 41,706,846 51,859,098 25,774,956 Proceeds of Debt (Excluding TIF Internal Borrowing) 40 6,000,000 7,000,000 13,000,000 67,698,102 32,422,623 Proceeds of Capital Asset Sales 41 85,000 5,000 90,000 90,000 191,790 Subtotal -Other Financing Sources (lines 38 thru 40) 42 15,400,162 5,000,000 0 8,891,684 18,500,000 0 7,005,000 54,796,846 119,647,200 58,389,369 Total Revenues except for beginning fund balance (lines 3, 4, 15, 20, 34, 35, 36, & 41) 5, 13, 14, 43 76,710,824 76,325,111 24,156,521 19,225,669 66,592,175 0 34,980,416 297,990,716 346,005,776 246,419,167 Beginning Fund Balance July 1 44 42,465,218 32,112,212 4,180,514 481,027 15,772,654 0 28,571,381 123,583,006 164,938,892 153,391,395 TOTAL REVENUES & BEGIN BALANCE (lines 42+43) 45 119,176,042 108,437,323 28,337,035 19,706,696 82,364,829 0 63,551,797 421,573,722 510,944,668 399,810,562 lNd 8VI '9Z/6/b Local Government Property Valuation System Page 308 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 ADOPTED BUDGET SUMMARY City Name: WATERLOO Fiscal Year July 1, 2025 - June 30, 2026 GENERAL SPECIAL REVENUES TIF SPECIAL REVENUES DEBT SERVICE CAPITAL PROJECTS PERMANENT PROPRIETARY BUDGET 2026 RE -ESTIMATED 2025 ACTUAL 2024 Revenues & Other Financing Sources Taxes Levied on Property 1 24,550,511 17,711,390 9,697,719 0 51,959,620 51,397,687 45,190,123 Less: Uncollected Property Taxes -Levy Year 2 0 0 0 0 0 0 0 Net Current Property Taxes 3 24,550,511 17,711,390 9,697,719 0 51,959,620 51,397,687 45,190,123 Delinquent Property Taxes 4 0 0 0 0 0 0 115,029 TIF Revenues 5 23,902,048 23,902,048 21,144,488 13,684,602 Other City Taxes 6 8,790,877 12,594,257 264,661 0 21,649,795 21,785,063 23,423,923 Licenses & Permits 7 1,484,520 17,500 12,500 1,514,520 1,519,705 1,677,792 Use of Money and Property 8 1,715,500 659,180 100,000 25,000 0 0 215,000 2,714,680 2,448,000 8,359,115 Intergovernmental 9 2,153,220 39,841,134 154,473 346,605 45,792,175 1,736,570 90,024,177 76,399,232 39,466,112 Charges for Fees & Service 10 13,877,261 399,400 0 0 0 26,001,346 40,278,007 39,254,131 41,276,122 Special Assessments 11 245,000 0 0 0 10,000 255,000 470,000 374,334 Miscellaneous 12 8,493,773 102,250 0 2,300,000 0 0 10,896,023 11,940,270 14,462,646 Sub -Total Revenues 13 61,310,662 71,325,111 24,156,521 10,333,985 48,092,175 0 27,975,416 243,193,870 226,358,576 188,029,798 Other Financing Sources: Total Transfers In 14 15,315,162 5,000,000 0 8,891,684 12,500,000 0 0 41,706,846 51,859,098 25,774,956 Proceeds of Debt 15 0 0 0 0 6,000,000 7,000,000 13,000,000 67,698,102 32,422,623 Proceeds of Capital Asset Sales 16 85,000 0 0 0 0 0 5,000 90,000 90,000 191,790 Total Revenues and Other Sources 17 76,710,824 76,325,111 24,156,521 19,225,669 66,592,175 0 34,980,416 297,990,716 346,005,776 246,419,167 Expenditures & Other Financing Uses Public Safety 18 39,548,364 5,284,324 0 0 44,832,688 44,707,357 42,521,848 Public Works 19 7,259,524 34,309,853 0 0 41,569,377 44,665,639 32,596,085 Health and Social Services 20 407,651 0 0 0 407,651 397,202 372,010 Culture and Recreation 21 13,822,864 0 0 0 13,822,864 13,548,997 12,282,293 Community and Economic Development 22 4,396,234 17,024,061 3,826,902 0 25,247,197 25,840,488 17,653,528 General Government 23 13,365,142 17,472 0 0 13,382,614 12,841,409 13,461,747 Debt Service 24 0 0 0 19,066,712 0 19,066,712 15,992,120 14,674,659 Capital Projects 25 0 14,540,000 0 78,842,175 0 93,382,175 134,437,585 43,578,080 Total Government Activities Expenditures 26 78,799,779 71,175,710 3,826,902 19,066,712 78,842,175 0 251,711,278 292,430,797 177,140,250 Business Type Proprietray: Enterprise & ISF 27 36,935,353 36,935,353 43,071,767 31,956,464 Total Gov & Bus Type Expenditures 28 78,799,779 71,175,710 3,826,902 19,066,712 78,842,175 0 36,935,353 288,646,631 335,502,564 209,096,714 Total Transfers Out 29 5,300,000 15,204,398 19,086,372 0 0 0 2,116,076 41,706,846 51,859,098 25,774,956 Total ALL Expenditures/Fund Transfers Out 30 84,099,779 86,380,108 22,913,274 19,066,712 78,842,175 0 39,051,429 330,353,477 387,361,662 234,871,670 Excess Revenues & Other Sources Over 31 (Under) Expenditures/Transfers Out 32 -7,388,955 -10,054,997 1,243,247 158,957 -12,250,000 0 -4,071,013 -32,362,761 -41,355,886 11,547,497 Beginning Fund Balance July 1 33 42,465,218 32,112,212 4,180,514 481,027 15,772,654 0 28,571,381 123,583,006 164,938,892 153,391,395 Ending Fund Balance June 30 34 35,076,263 22,057,215 5,423,761 639,984 3,522,654 0 24,500,368 91,220,245 123,583,006 164,938,892 Wd 8l l '9Z/1•/17 Local Government Property Valuation System Page 309 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT1 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg./ Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy Corporate Purpose - 2014A 1 10,065,000 GO 2014-352 480,000 60,956 540,956 540,956 Corporate Purpose - 2014B 2 4,970,000 GO 2014-352 410,000 67,260 477,260 477,260 Corporate Purpose - 2015A 3 12,455,000 GO 2015-365 870,000 148,381 1,018,381 491,606 526,775 Corporate Purpose - 2015B 4 1,545,000 GO 2015-365 110,000 21,238 131,238 131,238 Corporate Purpose - 2016A 5 8,605,000 GO 2016-367 425,000 55,200 480,200 480,200 Corporate Purpose - 2016B 6 1,810,000 GO 2016-367 125,000 23,215 148,215 148,215 Corporate Purpose - 2016C 7 9,250,000 GO 2015-700 435,000 172,475 607,475 607,475 Corporate Purpose - 2017A 8 9,245,000 GO 2017-182 390,000 90,150 480,150 75,150 405,000 Corporate Purpose - 2017B 9 3,600,000 GO 2017-182 240,000 57,043 297,043 297,043 Corporate Purpose - 2017C 10 8,100,000 GO 2017-182 410,000 163,406 573,406 573,406 Corporate Purpose - 2018A 11 10,505,000 GO 2018-111 650,000 116,850 766,850 766,850 Corporate Purpose - 2018B 12 1,070,000 GO 2018-111 115,000 12,425 127,425 127,425 Corporate Purpose - 2019A 13 6,790,000 GO 2019-383 695,000 90,600 785,600 785,600 Corporate Purpose - 2019B 14 3,210,000 GO 2019-384 335,000 39,065 374,065 374,065 Corporate Purpose - 2019C 15 2,770,000 GO 2019-754 385,000 7,700 392,700 392,700 Corporate Purpose - 2019D 16 3,625,000 GO 2019-755 550,000 11,000 561,000 351,900 209,100 Corporate Purpose - 2020A 17 7,025,000 GO 2020-446 545,000 102,400 647,400 647,400 Corporate Purpose - 2020B 18 8,235,000 GO 2020-448 925,000 70,490 995,490 241,778 753,712 Corporate Purpose - 2021A 19 14,370,000 GO 2021-407 1,270,000 178,000 1,448,000 104,000 1,344,000 Corporate Purpose - 2021B 20 8,610,000 GO 2021-408 830,000 84,535 914,535 336,900 577,635 Corporate Purpose - 2022A 21 14,075,000 GO 2021-621 1,260,000 251,288 1,511,288 1,511,288 Corporate Purpose - 2022B 22 5,685,000 GO 2022-340 100,000 162,505 262,505 262,505 Corporate Purpose - 2022C 23 4,315,000 GO 2022-341 100,000 152,635 252,635 252,635 Corporate Purpose - 2023A 24 6,000,000 GO 2023-168/295 315,000 213,400 528,400 528,400 Corporate Purpose - 2024B 25 5,280,000 GO 2024-123 350,000 220,900 570,900 570,900 Corporate Purpose - 2024C 26 720,000 GO 2024-123 110,000 31,480 141,480 141,480 Corporate Purpose - 2024D 27 20,000,000 GO 2024-161 0 900,000 900,000 900,000 Corporate Purpose - 2024E 28 5,500,000 GO 2024-456 288,000 198,264 486,264 486,264 0 Corporate Purpose - 2025A 29 3,560,000 GO 2025-013 0 188,284 188,284 188,284 0 Corporate Purpose - 2025B 30 28,590,000 GO 2025-014 0 1,842,568 1,842,568 1,842,568 0 TOTALS 12,718,000 5,733,713 18,451,713 0 0 4,118,450 14,333,263 Wd 8l l '9Z/l•/17 Local Government Property Valuation System Page 310 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT2 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg./ Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy Planned Issues 31 6,000,000 GO 2025-167 345,000 253,265 598,265 598,265 TIF Transfer 32 NON -GO 0 4,299,148 -4,299,148 Iowa Reinvestment District Transfer 33 NON -GO 0 175,000 -175,000 Mobile Home Taxes 34 NON -GO 0 10,000 -10,000 Interest Revenue 35 NON -GO 0 25,000 -25,000 Bond Registration, Debt Service Expense 36 GO various 0 15,000 15,000 BPTC Reimb 37 NON -GO 0 100,000 -100,000 Rollback Replacement 38 NON -GO 0 85,000 -85,000 Hotel Motel Taxes 39 NON -GO 0 300,000 -300,000 40 - 0 0 41 - 0 0 42 - 0 0 43 - 0 0 44 - 0 0 45 - 0 0 46 - 0 0 47 - 0 0 48 - 0 0 49 - 0 0 50 - 0 0 51 - 0 0 52 - 0 0 53 - 0 0 54 - 0 0 55 - 0 0 56 - 0 0 57 - 0 0 58 - 0 0 59 - 0 0 60 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 81.:1. '9Z/1•/b Local Government Property Valuation System Page 311 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT3 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg' / Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy 61 - 0 0 62 - 0 0 63 - 0 0 64 - 0 0 65 - 0 0 66 - 0 0 67 - 0 0 68 - 0 0 69 - 0 0 70 - 0 0 71 - 0 0 72 - 0 0 73 - 0 0 74 - 0 0 75 - 0 0 76 - 0 0 77 - 0 0 78 - 0 0 79 - 0 0 80 - 0 0 81 - 0 0 82 - 0 0 83 - 0 0 84 - 0 0 85 - 0 0 86 - 0 0 87 - 0 0 88 - 0 0 89 - 0 0 90 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 86 6 `SZ/L/b Local Government Property Valuation System Page 312 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT4 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Re / Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy 91 - 0 0 92 - 0 0 93 - 0 0 94 - 0 0 95 - 0 0 96 - 0 0 97 - 0 0 98 - 0 0 99 - 0 0 100 - 0 0 101 - 0 0 102 - 0 0 103 - 0 0 104 - 0 0 105 - 0 0 106 - 0 0 107 - 0 0 108 - 0 0 109 - 0 0 110 - 0 0 111 - 0 0 112 - 0 0 113 - 0 0 114 - 0 0 115 - 0 0 116 - 0 0 117 - 0 0 118 - 0 0 119 - 0 0 120 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 86:6 `9Z/6/b Local Government Property Valuation System Page 313 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBTS GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg./ Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy 121 - 0 0 122 - 0 0 123 - 0 0 124 - 0 0 125 - 0 0 126 - 0 0 127 - 0 0 128 - 0 0 129 - 0 0 130 - 0 0 131 - 0 0 132 - 0 0 133 - 0 0 134 - 0 0 135 - 0 0 136 - 0 0 137 - 0 0 138 - 0 0 139 - 0 0 140 - 0 0 141 - 0 0 142 - 0 0 143 - 0 0 144 - 0 0 145 - 0 0 146 - 0 0 147 - 0 0 148 - 0 0 149 - 0 0 150 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 8l l 'gZ/l•/b Local Government Property Valuation System Page 314 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT6 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg./ Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy 151 - 0 0 152 - 0 0 153 - 0 0 154 - 0 0 155 - 0 0 156 - 0 0 157 - 0 0 158 - 0 0 159 - 0 0 160 - 0 0 161 - 0 0 162 - 0 0 163 - 0 0 164 - 0 0 165 - 0 0 166 - 0 0 167 - 0 0 168 - 0 0 169 - 0 0 170 - 0 0 171 - 0 0 172 - 0 0 173 - 0 0 174 - 0 0 175 - 0 0 176 - 0 0 177 - 0 0 178 - 0 0 179 - 0 0 180 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 8l l 'gZ/l•/b Local Government Property Valuation System Page 315 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - LT DEBT7 GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Debt Name Amount of Issue Type of Debt Obligation Debt Resolution Number Principal Due FY Interest Due FY Total Obligation Due FY Bond Reg./ Paying Agent Fees Due FY Reductions due to Refinancing or Prepayment of Certified Debt Paid from Funds OTHER THAN Current Year Debt Service Taxes Amount Paid Current Year Debt Service Levy 181 - 0 0 182 - 0 0 183 - 0 0 184 - 0 0 185 - 0 0 186 - 0 0 187 - 0 0 188 - 0 0 189 - 0 0 190 - 0 0 191 - 0 0 192 - 0 0 193 - 0 0 194 - 0 0 195 - 0 0 196 - 0 0 197 - 0 0 198 - 0 0 199 - 0 0 200 - 0 0 201 - 0 0 202 - 0 0 203 - 0 0 204 - 0 0 205 - 0 0 206 - 0 0 207 - 0 0 208 - 0 0 209 - 0 0 210 - 0 0 TOTALS 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 8l l 'gZ/l•/b Local Government Property Valuation System Page 316 of 638 https://dom-localgov.iowa.gov/budget-renderer?id=20758 LONG TERM DEBT SCHEDULE - GRAND TOTALS GENERAL OBLIGATION BONDS, TIF BONDS, REVENUE BONDS, LOANS, LEASE -PURCHASE PAYMENTS Principal Due FY 2026 Interest Due FY 2026 Total Obligation Due FY 2026 Bond Reg./ Paying Agent Fees Due FY 2026 Reductions due to Refinancing or Prepayment of Certified Debt Paid from Sources OTHER THAN Budget Year Debt Service Levy Amount Paid Budget Year Debt Service Levy GO - TOTAL 13,063,000 5,986,978 19,049,978 15,000 0 4,118,450 14,946,528 NON GO - TOTAL 0 0 0 0 0 4,994,148 -4,994,148 GRAND - TOTAL 13,063,000 5,986,978 19,049,978 15,000 0 9,112,598 9,952,380 Wd 81•:1. '9Z/1•/b Local Government Property Valuation System Page 317 of 638 Proposed Budget 4/7/25 City of Waterloo Budget Fact Sheet (or How the Work Gets Done) For the Year Ending June 30, 2026 General Fund Budget including Employee Benefits $ Other Operating Budgets Capital Budget Debt Service Budget Total Budget - All Funds City Property Tax Askings - General City Property Tax Askings - Library Levy City Property Tax Askings - Debt Service City Property Tax Askings - Total City Tax Rate Total Assessed Valuation - Excluding TIF Total Taxable Valuation - Excluding TIF Tax Increment Valuation City Taxes Impact on Property Owners Residential Commercial Industrial Full-time Equivalent Budgeted Postions General Fund Other Funds Total Percentage of Property Tax Funding Public Safety Public Works Health & Social Services Culture & Recreation Community & Economic Development General Government Total Total Expenditures FYE26 84,084,103 47,918,741 137,577,075 19,066,712 288,646,631 43,678,335 0 9,952,380 53,630,715 21.79160 4,808,565,401 2,362,220,554 652,616,148 Total Certified Expenditures FYE25 $ 83,557,640 $ 47,198,926 $ 141,055,776 $ 15,992,120 $ 287,804,462 $ 44,036,575 $ 0 $ 9,101,925 $ 53,138,500 $ 22.07438 $ 4,715,472,166 $ 2,331,516,552 $ 636,399,637 1.04 (1.28) % (1.27) % 411.49 154.25 565.74 General Levies (Excluding Debt Service Levy) 53.33% 8.63% 0.48% 16.44% 5.23% 15.89% 100.00% (5.06) (10.36) % (4.45) 411.29 154.25 565.54 General Levies (Excluding Debt Service Levy) 53.50 8.94% 0.48% 16.22% 5.51 15.35% 100.00% Percentage Amount Increase Increase (Decrease) (Decrease) 0.63 % $ 526,463 1.53 % $ 719,815 (2.47) % $ (3,478,701) 19.23 % $ 3,074,592 0.29 % $ 842,169 (0.81) % $ (358,240) #DIV/0! % $ 0 9.34 % $ 850,455 0.93 % $ 492,215 (1.28) % $ (0.28278) 1.97 % $ 93,093,235 1.32 % $ 30,704,002 2.55 % $ 16,216,511 0.05 % 0.00 0.04 % 0.20 0.00 0.20 FYE26 Budget Facts 4/3/2025 4:02 PM Page 318 of 638 GENERAL FUND Revenues FY25 Adopted Percentage FY26 Increase Increase Recommended (Decrease) (Decrease) Property Tax - General Property Tax - Ag Land Property Tax - Local EMC Property Tax - Tort Property Tax - Transit Property Tax - Grout Property Tax - Library Levy Local Option Sales Tax Other City Taxes Licenses & Permits Use of Money & Property Intergovernmental - Commercial Backfill Intergovernmental - Business Prop Tax Reimb Intergovernmental - Other Charges for Service Special Assessments Misc Revenue Sale of Assets ARPA Cash for Transfer out Transfers In - Property Tax - Employee Benefits Transfers In - Other Cash on Hand - Restricted Projects 19,823,049 44,928 90,369 2,435,468 1,462,583 8,895,195 1,484,705 1,634,500 415,429 686,026 1,445,603 13,748,178 470,000 9,541,187 85,000 10,000,000 15,402,927 254,469 20,318,492 46,535 93,284 2,679,018 1,506,466 495,444 1,608 2,915 243,550 43,883 1,200,000 1,200,000 8,790,877 (104,318) 1,484,520 1,715,500 338,499 689,344 1,125,377 13,877,261 245,000 8,493,773 85,000 5,000,000 14,522,590 256,372 (185) 81,000 (76,930) 3,318 (320,226) 129,083 (225,000) (1,047,414) (5,000,000) (880,337) 1,903 Explanation 2.50% 3.58% 3.23% 10.00% 3.00% 0.00% Discontinued 0.00% Discontinued 0.00% Will start January 1, 2026 -1.17% -0.01% 4.96% -18.52% Continues phase out - allocation based on levy 0.48% Allocation based on levy - will phase out -22.15% Airport ARPA grant is complete 0.94% -47.87% Sidewalk assessment decrease -10.98% 0.00% 0.00% Reduction in ARPA Spending -5.72% 0.75% Library Board Requested to not use Library Levy Reserve 400,866 148,871 (251,995) -62.86% towards Library Personnel for FY25 Total Revenue 88,320,482 82,616,779 (5,703,702) -6.46% Expenditures FY25 Adopted Percentage FY26 Increase Increase Recommended (Decrease) (Decrease) Police Emergency Mgmt Fire Ambulance Building Inspections Sidewalks Parking Airport Met Transit Central Garage Motor Pool Human Rights Library Cultural Arts Grout Parks/Downtown Personnel All other expenses 17,354,061 3,800,938 90,359 Personnel 11,638,814 All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses Personnel All other expenses 818,653 2,837,991 1,520,275 1,386,213 226,784 500,000 425,000 17,891,492 2,865,938 93,284 11,834,456 818,653 2,915,205 1,520,275 1,369,829 239,232 275,000 471,750 Explanation 537,431 3.10% (935,000) -24.60% Decrease in GATSO expenses from reduction in revenue 2,925 3.24% 195,642 77,214 (16,384) 12,448 (225,000) 46,750 1.68% 0.00% 2.72% 0.00% -1.18% 5.49% -45.00% 11.00% not filling a position previously budgeted to be paid for with 958,266 867,195 (91,071) -9.50% ARPA funds 590,196 590,196 0.00% 1,462,588 1,506,466 43,878 3.00% 811,386 151,718 2,574,829 328,003 69,199 2,528,072 521,127 1,282,805 237,623 625,000 822,370 151,718 2,574,829 339,851 67,800 2,527,657 521,127 1,377,873 229,623 417,000 10,984 11,848 (1,399) 1.35% 0.00% 0.00% 3.61% -2.02% Health, retirement, and longevity reductions took the salary net (415) -0.02% to a reduction 0.00% 95,068 (8,000) (208,000) 7.41% -3.37% -33.28% 12,000 of the decrease is lowered retirement payout, rest is PT 2,907,322 2,880,641 (26,681) -0.92% and health 687,087 740,821 53,734 7.82% Golf Sportsplex Personnel All other expenses Personnel 1,178,310 270,993 913,792 1,220,530 322,871 42,220 51,878 960,323 46,531 3.58% 19.14% 5.09% Page 319 of 638 All other expenses Youth Sports 666,029 656,145 (9,884) -1.48% Personnel 545,657 553,637 7,980 1.46% All other expenses 146,750 144,550 (2,200) -1.50% Cemetery 70,000 70,000 0.00% Young Arena Personnel 578,660 603,566 24,906 4.30% All other expenses 389,770 388,500 (1,270) -0.33% Hotel Motel Grants/WCVB 1,520,000 1,300,000 (220,000) -14.47% Economic Development 254,469 256,372 1,903 0.75% all personnel - TIF salaries Housing - Special Projects 59,440 59,440 0.00% This is some cash on hand that CDBG has for a project. Planning Personnel 667,945 676,112 All other expenses 26,414 26,414 INRCOG 36,350 36,350 Convention Center 1,919,646 1,919,646 City Property Management 121,900 121,900 Mayor/Council 8,167 1.22% 0.00% 0.00% 0.00% 0.00% Personnel 657,315 674,446 17,131 2.61% All other expenses 65,670 64,670 (1,000) -1.52% IT Personnel 415,944 438,117 22,173 5.33% All other expenses 234,097 234,097 0.00% Communications 10,920 10,920 0.00% Clerk/Finance Personnel 1,178,762 1,164,703 (14,059) -1.19% All other expenses 697,991 697,991 0.00% City Attorney Personnel 214,658 232,251 17,593 8.20% 11,000 of the increase is an expected retirement payout All other expenses 127,820 127,200 (620) -0.49% Facilities Maintenance Personnel 486,402 487,069 667 0.14% All other expenses 281,322 281,322 0.00% Vets Hall 8,815 8,815 0.00% Liability lnsurance 3,042,398 3,289,226 246,828 8.11% Health Insurance 2,865,000 3,100,000 235,000 8.20% HR Work Comp Public Access Studio Personnel 493,859 506,376 All other expenses 79,300 79,300 1,770,000 1,770,000 12,517 2.53% 0.00% 0.00% don't need to increase per HR Personnel 187,314 192,289 4,975 2.66% All other expenses 6,350 6,350 0.00% Transfers Out 10,000,000 5,000,000 (5,000,000) -50.00% Total Expenditure 88,524,371 83,591,779 (4,932,592) -5.57% Net Position (203,889) (975,000) Page 320 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Bridgett Wood, Finance Director Finance Department AGENDA ITEM TITLE MEETING DATE April 21, 2025 Not to Exceed $1,100,000 Sewer Revenue Capital Loan Notes (State of Iowa Revolving Fund Sponsored Project). RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION The public hearing proceedings are prepared to show as a first step the receipt of any oral or written objections from any resident or property owner to the proposed action of the City Council to authorize the financing for the Sponsored Project. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 321 of 638 1. Waterloo (177) - Hearing Proceedings 2025 Sewer SRF Sponsored Project 2. Waterloo (177) - PDF Letter of Instruction Hearing Proceedings 2025 Sewer SRF Sponsored Project Page 322 of 638 ITEMS TO INCLUDE ON AGENDA FOR THE COUNCIL MEETING ON APRIL 21, 2025 CITY OF WATERLOO, IOWA Not to Exceed $1,100,000 Sewer Revenue Capital Loan Notes (State of Iowa Revolving Fund Sponsored Project) • Public hearing on the authorization of one or more Loan and Disbursement Agreements and the issuance of Notes to evidence the obligation of the City thereunder. • Resolution instituting proceedings to take additional action. NOTICE MUST BE GIVEN PURSUANT TO IOWA CODE CHAPTER 21 AND THE LOCAL RULES OF THE CITY. Page 323 of 638 April 21, 2025 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 o'clock .M., on the above date. There were present Mayor Quentin Hart, in the chair, and the following named Council Members: Absent: 1 Page 324 of 638 The Mayor announced that this was the time and place for the public hearing and meeting on the matter of the authorization of one or more Loan and Disbursement Agreements by and between the City and the Iowa Finance Authority, and the issuance to the Iowa Finance Authority of not to exceed $1,100,000 Sewer Revenue Capital Loan Notes to evidence the obligations of the City under said Loan and Disbursement Agreements, in order to provide funds to pay costs of acquisition, construction, reconstruction, extending, remodeling, improving, repairing and equipping all or part of the Municipal Sewer System, including those costs associated with a Clean Water SRF Water Restoration Sponsored Project, including the Sunnyside Basin project, and that notice of the proposed action by the City Council to institute proceedings for the authorization of the Loan and Disbursement Agreements and the issuance of the Notes had been published pursuant to the provisions of Sections 384.24A and 384.83, as amended. The Mayor then asked the Clerk whether any written objections had been filed by any City resident or property owner to the proposal. The City Clerk advised the Mayor and the City Council that written objections had been filed. The Mayor then called for oral objections to the proposal and were made. Whereupon, the Mayor declared the time for receiving oral and written objections to be closed. (Attach here a summary of objections received or made, if any) 2 Page 325 of 638 The City Council then considered the proposed action and the extent of objections thereto. Whereupon, Council Member introduced and delivered to the Clerk the Resolution hereinafter set out entitled "RESOLUTION INSTITUTING PROCEEDINGS TO TAKE ADDITIONAL ACTION FOR THE AUTHORIZATION OF ONE OR MORE LOAN AND DISBURSEMENT AGREEMENTS AND THE ISSUANCE OF NOT TO EXCEED $1,100,000 SEWER REVENUE CAPITAL LOAN NOTES", and moved: ❑ that the Resolution be adopted. ❑ to ADJOURN and defer action on the Resolution and the proposal to institute proceedings to the meeting to be held at o'clock .M. on the day of , 2025, at this place. Council Member seconded the motion. The roll was called and the vote was, AYES: NAYS: Whereupon, the Mayor declared the measure duly adopted. RESOLUTION INSTITUTING PROCEEDINGS TO TAKE ADDITIONAL ACTION FOR THE AUTHORIZATION OF ONE OR MORE LOAN AND DISBURSEMENT AGREEMENTS AND THE ISSUANCE OF NOT TO EXCEED $1,100,000 SEWER REVENUE CAPITAL LOAN NOTES WHEREAS, pursuant to notice published as required by law, this Council has held a public meeting and hearing upon the proposal to institute proceedings for the authorization of a Loan and Disbursement Agreement by and between the City and the Iowa Finance Authority, and the issuance to the Iowa Finance Authority of not to exceed $1,100,000 Sewer Revenue Capital Loan Notes to evidence the obligations of the City under said Loan and Disbursement Agreements, for the purpose of paying costs of acquisition, construction, reconstruction, extending, remodeling, improving, repairing and equipping all or part of the Municipal Sewer System, including those costs associated with a Clean Water SRF Water Restoration Sponsored Project, including the Sunnyside Basin project, and has considered the extent of objections 3 Page 326 of 638 received from residents or property owners as to said proposal and, accordingly the following action is now considered to be in the best interests of the City and residents thereof: NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, STATE OF IOWA: Section 1. That this Council does hereby institute proceedings and takes additional action for the authorization of one or more Loan and Disbursement Agreements by and between the City and the Iowa Finance Authority, and the issuance to the Iowa Finance Authority in the manner required by law of not to exceed the aggregate amount of $1,100,000 Sewer Revenue Capital Loan Notes for the foregoing Sponsored Project. Section 2. That this Council does hereby consent to the terms and conditions of the SRF Loan Program, which terms and conditions and the disclosures provided with respect thereto are hereby acknowledged, accepted and approved. Section 3. That the Clerk, with the assistance of the City Attorney and bond counsel, is hereby authorized and directed to proceed with the preparation of such documents and proceedings as shall be necessary to authorize the City's participation in the SRF Loan Program, to select a suitable date for final Council authorization of the required Loan and Disbursement Agreements and issuance of the Notes to evidence the City's obligations thereunder, and to take such other actions as the Clerk shall deem necessary to permit the completion of one or more loans on a basis favorable to the City and acceptable to this Council. Section 4. This Resolution shall serve as a declaration of official intent under Treasury Regulation 1.150-2 and shall be maintained on file as a public record of such intent. It is reasonably expected that Sewer fund moneys may be advanced from time to time for capital expenditures which are to be paid from the proceeds of the above loan agreement. The amounts so advanced shall be reimbursed from the proceeds of the Loan Agreement not later than eighteen months after the initial payment of the capital expenditures or eighteen months after the property is placed in service. Such advancements shall not exceed the loan amount authorized in this Resolution unless the same are for preliminary expenditures or unless another declaration of intention is adopted. 4 Page 327 of 638 PASSED AND APPROVED this 21st day of April, 2025. ATTEST: City Clerk Mayor 5 Page 328 of 638 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 , 2025. City Clerk, City of Waterloo, State of Iowa (SEAL) 4918-2673-7459-1\11310-177 Page 329 of 638 AHLERS COONEY ATTORNEY S April 9, 2025 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@ahlerslaw.com Re: Waterloo, Iowa - Not to Exceed $1,100,000 Sewer Revenue Capital Loan Notes (State of Iowa Revolving Fund Sponsored Project) Dear Kelley: We have now prepared proceedings for the day of the public hearing scheduled for April 21, 2025 in connection with the Sponsored Project. The public hearing proceedings are prepared to show as a first step the receipt of any oral or written objections from any resident or property owner to the proposed action of the City Council to authorize the financing for the Sponsored Project. A summary of objections received or made, if any, should be attached to the proceedings. After all objections have been received and considered if the City Council decides to proceed, a form of resolution follows that should be introduced and adopted, entitled "Resolution Instituting Proceedings to Take Additional Action." Section 384.83 of the Code of Iowa provides that any resident or property owner of the City may appeal the decision to take additional action to the District Court of a county in which any part of the City is located, within 15 days after such additional action is taken, but that the additional action is final and conclusive unless the court finds that the City Council exceeded its authority. In the event an appeal is filed by any resident or property owner, please let us know as soon as possible. Please send us an executed copy of the proceedings via email. Should you have any questions concerning the enclosed proceedings or the SRF Program, please do not hesitate to call. Very truly yours, Ahlers & Cooney, P.C. Kristin Billingsley Cooper FOR THE FIRM 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 330 of 638 April 9, 2025 Page 2 KBC:seb Enclosures cc: LeAnn Even, Deputy City Clerk, City of Waterloo (via email w/ encl.) Nancy Higby, Administrative Secretary, City of Waterloo (via email w/encl.) Randy Bennett, Public Works Division Manager (via email w/ encl.) Kim Bahr, Financial Analyst (via email w/ encl.) Maggie Burger/Charlotte Nielsen, Speer Financial (via email w/encl.) 4922-7568-6195-1\11310-177 Page 331 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Passenger Boarding Bridge Project, FAA AIP Grant No. 3-19-0094-057-2025. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 332 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Rehabilitate Runway 18-36 Inside Runway 12-30 Safety Area, FAA AIP Grant No. 3-19-0094-0XX- 2025. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Recommendation of Award - KJ041825.Itr 2. BID TABULATION (Rwy 18-36 Inside RSA) Page 333 of 638 Page 334 of 638 A ECOM Imagine it. AECOM Delivered. 500 SW 7th Street Des Moines IA, 50309 USA aecom.com April 18, 2025 Mr. Steven Kjergaard Director of Aviation Waterloo Regional Airport 2790 Livingston Lane Waterloo, IA 50703 SUBJECT: Runway 18/36 Rehabilitation Within Runway 12/30 Safety Area Waterloo Regional Airport Waterloo, Iowa FAA AIP No. 3-19-0094-XX-2025 AECOM Project No. 60747512 Dear Mr. Kjergaard: We have reviewed the bid received by the City of Waterloo on April 17, 2025, for the above - mentioned project. A copy of the bid tabulation is attached. One (1) bid was received. The bid received from ASPRO Inc. in the amount of $1,651,832.50 was below the Engineer's Estimate of Probable Construction Cost by $371,392.50. ASPRO Inc. showed good faith efforts to obtain DBE participation. They were able to obtain 5.3% DBE participation while the DBE Goal for the project was 8.4%. We recommend that the bid be accepted and awarded to ASPRO Inc. in the amount of $1,651,832.50 contingent upon receipt of FAA Funding. If you have any questions or require additional information, please feel free to contact our office at your convenience. Yours sincerely, 1 David B. Hughes, P.E. Project Manager aecom.com 1/1 Page 335 of 638 TABULATION OF BIDS RUNWAY 18/36 REHABILITATION WITHIN RUNWAY 12/30 RUNWAY SAFETY AREA FAAAIP PROJECT NO. 3-19-94-0xx-2025 AECOM PROJECT NO. 60747512 April 17, 2025 Engineer's Estimate ASPRO INC. Waterloo, IA ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL COST UNIT COST TOTAL COST 1 MOBILIZATION AND DEMOBILIZATION LS 1 $ 159,000.001 $ 159,000.00 $ 165,000.00 $ 165,000.00 2 CONSTRUCTION SURVEY LS 1 $ 48,000.00 $ 48,000.00 $ 35,000.00 $ 35,000.00 3 BARRICADES LS 1 $ 20,000.00 $ 20,000.00 $ 34,900.00 $ 34,900.00 4 JOINT AND CRACK REPAIR SYD 450 $ 120.00 $ 54,000.00 $ 53.00 $ 23,850.00 5 COLD PROFILE MILLING SYD 24,700 $ 6.50 $ 160,550.00 $ 8.95 $ 221,065.00 6 SAMI MEMBRANE SYD 1,200 $ 45.00 $ 54,000.00 $ 25.50 $ 30,600.00 7 ASPHALT BASE COURSE TONS 4,055 $ 155.00 $ 628,525.00 $ 128.50 $ 521,067.50 8 ASPHALT SURFACE COURSE TONS 3,245 $ 165.00 $ 535,425.00 $ 130.00 $ 421,850.00 9 EMULSIFIED ASPHALT TACK COAT GAL 4,450 $ 7.00 $ 31,150.00 $ 6.00 $ 26,700.00 10 CRACK SEALING FILLER LFT 7,500 $ 5.00 $ 37,500.00 $ 2.10 $ 15,750.00 11 PAVEMENT MARKING SF 26,000 $ 4.25 $ 110,500.00 $ 3.00 $ 78,000.00 12 REFLECTIVE MEDIA LBS 650 $ 4.00 $ 2,600.00 $ 1.00 $ 650.00 13 GROOVING SYD 21,500 $ 8.00 $ 172,000.00 $ 2.85 $ 61,275.00 14 SEEDING AC 1 $ 1,800.00 $ 1,350.00 $ 1,750.00 $ 1,312.50 15 TOPSOILING (FURNISHED FROM OFF THE SITE) CY 150 $ 45.00 $ 6,750.00 $ 83.00 $ 12,450.00 16 MULCHING, HYDRO -APPLIED AC 0.75 $ 2,500.00 $ 1,875.00 $ 3,150.00 $ 2,362.50 BASE BID TOTAL $ 2,023,225.00 $ 1,651,832.50 Tabulated by: AECOM Page 336 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Request by Gregory H. Steffen, for a Site Plan Amendment in the "R-2" One and Two Family Residence District at 4192 Logan Avenue. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant requests to remove a condition from the Conditions of Zoning, which was part of the property's rezoning in 2020. As a condition of approval, the applicant agreed that if they would only build the one house, which was constructed in 2021, and that land would be sold in addition to the existing home, which was constructed in 1930, and if the applicant wanted to build additional homes, they would need to do this Site Plan Amendment. Because this will result in the third and fourth split of the lot, the applicant will have to submit a Preliminary and Final Plat before the two homes can be constructed. The proposed new home lots do meet the requirements of the "R-2" One and Two Family Residence District and they would be keeping with the Future Land Use Map which designates this area as Low Density Residential. The Planning, Programming and Zoning Commission voted 7-0 to recommend approval of the request at their February 11, 2025 meeting. NEIGHBORHOOD IMPACT The proposal would not appear to have a negative impact on the surrounding area. The area is currently made up of a storage business at the corner of Big Rock Road and Logan Avenue, residences and agricultural. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Page 337 of 638 The Planning, Programming and Zoning Commission held a Public Hearing at their February 11, 2025 meeting in which they recommended approval of the request unanimously and notices were sent to property owners within 250 feet of the property in question. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION Parcel A located in the Southwest Quarter of the Southwest Quarter of Section 36, Township 90 North, Range 13 West of the 5th P.M., in the City of Waterloo, Black Hawk County, Iowa, pursuant to Plat of Survey filed June 23, 2021, as Doc. No. 2021-00027284. ATTACHMENTS 1. Staff Report - SE of 4192 Logan 2. Overview Map - SE of 4192 Logan 3. Aerial Map - SE of 4192 Logan Avenue 4. Proposed survey change 5. Survey Page 1 6. Survey Page 2 7. Applicant Statement 8. Current Conditions of Zoning 9. Proposed Conditions of Zoning - updated 10. Legal Description 11. Application Page 338 of 638 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: January 27, 2025 Request by Gregory H. Steffen for a Site Plan Amendment to remove a Condition of Zoning to allow for two additional homes in the "R-2" One and Two Family Residence District located southeast of 4192 Logan Avenue. Greg Steffen, 4192 Logan Avenue, Waterloo, Iowa 50703 The applicant is requesting to the removal of the condition 2 from the Conditions of Zoning that was signed by the applicant on July 14, 2020 that states "The property shall be limited to the existing single family home and one additional single family home for this approval and any additional homes would have to come back for amendment to this condition." The proposal would not appear to have a negative impact on the surrounding area. The area is currently made up of a storage business at the corner of Big Rock Road and Logan Avenue, residences and agricultural. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area as the home will be served by Logan Avenue/US Highway 63 which is classified as a Principal Arterial. There is currently no sidewalks or trails in the area. There is long term plans for a trail along US Highway 63/Logan Avenue but it is not currently budgeted. The area is zoned "R-2" One and Two Family Residence District and has been zoned as such since the adoption of Ordinance 5569 which rezoned the property from "A-1" Agricultural District to "R-2". Surrounding land uses and their zoning are as follows: North — Residential and Agricultural zoned "R-2" One and Two Family Residence District and "A-1" Agricultural District. South — Residential and Commercial zoned "A-1" Agricultural District and "C-2" Commercial District. East — Agricultural zoned "A-1" Agricultural District. West — Residential, Logan Avenue, and Agricultural zoned "C-2" Commercial District and "A-1" Agricultural District. Homes in the area were built between 1879 and 2021 and commercial properties built in 2006. No buffers would be required for this request. Rezoning the land would not appear to have a negative impact on drainage in the area. East of 4192 Logan Avenue —A1 to R2 Page 1 of 6 Page 339 of 638 January 27, 2025 Picture 1: New home that was built in 2021. Picture 2: Original home on site. East of 4192 Logan Avenue —A1 to R2 Page 2 of 6 Page 340 of 638 January 27, 2025 Picture 3: Area where the two homes are proposed to be built. Picture 4: Former business building East of 4192 Logan Avenue —A1 to R2 Page 3 of 6 Page 341 of 638 January 27, 2025 FLOODPLAIN: The property is not located in a special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0187G, dated May 8, 2024. PUBLIC /OPEN There are no schools or open spaces located in the area. SPACES/ SCHOOLS: UTILITIES: WATER, There are no utilities currently in the area. The nearest utilities are SANITARY SEWER, located in Big Rock Road. The new house would have to utilize a STORM SEWER, ETC: well and septic system but would be required to hook onto public sewer and water if it would become available in the future. RELATIONSHIP TO The Future Land Use Map designates this area as Low Density COMPREHENSIVE Residential. LAND USE PLAN: STAFF ANALYSIS — The applicant requests to remove a condition from the Conditions ZONING of Zoning, which was part of the property's rezoning in 2020. As a ORDINANCE: condition of approval, the applicant agreed that if they would only build the one house, which was constructed in 2021, and that land would be sold in addition to the existing home, which was constructed in 1930, and if the applicant wanted to build additional homes, they would need to do this Site Plan Amendment. Because this will result in the third and fourth split of the lot, the applicant will have to submit a Preliminary and Final Plat before the two homes can be constructed. The proposed new home lots do meet the requirements of the "R- 2" One and Two Family Residence District and they would be keeping with the Future Land Use Map which designates this area as Low Density Residential. During Tech Review, Engineering stated they would like to see a MUTCD approved sign installed on Logan Avenue to help emergencies services find the homes. The Planning, Programming and Zoning Commission voted 7-0 to recommend approval of the request at their February 11, 2025 meeting. East of 4192 Logan Avenue —Al to R2 Page 4 of 6 Page 342 of 638 January 27, 2025 Picture 5: Sign Example. STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: If this request is approved, the applicant plans to submit a Preliminary and Final Plat. Therefore, staff recommends that the request by Gregory H. Steffen for a Site Plan Amendment to remove a condition of the Conditions of Zoning to allow for two additional homes in the "R-2" One and Two Family Residence District located southeast of 4192 Logan Avenue be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area. 2. The request would not appear to have a negative impact upon the surrounding area with the conditions being met below. 3. Homes to the north are zoned "R-2" One and Two Family Residence District and the zoning to the south is "C-2" Commercial District. 4. The request will allow for two new single-family homes. East of 4192 Logan Avenue —Al to R2 Page 5 of 6 Page 343 of 638 January 27, 2025 With the following conditions: 1. That the homes be hooked up to sewer and water if they are extended to the area in the future. 2. That a MUTCD approved direction sign be installed along Logan Avenue. East of 4192 Logan Avenue —Al to R2 Page 6 of 6 Page 344 of 638 City of Waterloo Planning, Programming and Zoning Commission February il, 2025 P R-2 1I A-1 R-2 ■ 63 E BIG ROCK RD W BIG ROCK RD C-2 , C1 R-1 R-1 Southeast of 4192 Logan Avenue Site Plan Amendment Gregory H. Steffen Prim- Z4S of R.Z J W fr City of Waterloo Planning, Programming and Zoning Commission February il, 2025 [4192 Logan Avenue W BIG ROCK• RD E BIG. ROCK RD Esri Community Maps Contributors, Iowa DNR, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/ NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Southeast of 4192 Logan Avenue Site Plan Amendment Gregory H. Steffen Pnnr ZAR of FZ w :'� ` ,. • • '• Deesi Description Am Doc #3!ti0-21411 31L10' 140.001 POI Parcel 266.62' 353.20' M 89.41115" E 397.70' -r o - i !1 8941`05" E 353.26' 44 • r ih ;-I 303.29' ...▪ .▪ • ex. : r. in S 89°41`05" W ... t. in o ;..: Z POD .•:. 0 •••'i. w' ry ::..• •r ,...• !' Z • •• • • :: I Parcel 0 Total Areas 2.60 Acres w w s 1 tiI eGs tl 89°40'21" E 240.35' Webb; iti44 lit mad itareas if 115.OtY �' 188.44' f 290.30' 5 89°40421' W •\ 6 .34' L-� -r 1 L o T 2 115.S kAlL I,(3A MIL ea* 9496- 910c- • 0 Parcel A Tots, Area: 6.16 Acres 'z161. 1:161. S 89°32'33" W 109.841 gr b ar C N 1/4-1/4 Sectloi S 890321331'W i / 360.06' 179.92' 80.14 9.63' . 6#f.14 •� `•• 11 ( c0 120.00' . `Y20.43'' „49t-ri:.161Z rft 0 2 347 on38 'PAW 1 by el' Index Legend -4' Prepared by & Returned to: Isaiah M. Relcks, PLS 22468 HRS, LLC - 2206 East Bremer Avenue, Waverly IA 50677 Proprietor: Gregory H. Steffen Requested By: Gregory 11. Steffen County: Black Hawk City: Waterloo Sectton(5)-Townshrp•Range: 36-T9ON-R13W Aliquot Part(s): SW 1/4 - SW 1/4 Deo 10: 010192790005 Type: OEN .Reoorded: 08/23/2021 at 04:13:18 PH Fee Ant: 127.00 Pape 1 of 5 elaok Hawk county Iowa SANDIE L. SMITH RECORDER Fne2021-00021284 This PI has b n awed the City of Waterloo. (1a 3/1 Zoning Administrator for the City of waterloo Da e Plat ofsuryey Parcel A & Parcel B In the SW 1/4 - SW 1/4 of Section 36 - T90N - R13W, City of Waterloo, Black Hawk County, Iowa. Map Not to Scale Map Courtesy of the Iowa Department of Transportation http://www. owador:gov/maps/ pasts or &aortae: The Coordinate Basis for this survey and the subsequent Basis of Bearing Is the Iowa State Plane Coordinate System North Zone (1401) Horizontal Control NAD 83 (1996), Vertical Control NAV088 (Geoid 63). Control was acquired by localizing Into the Bieck Hawk County GPS Control System utilizing Points 110, 119, 123, 124, 127, 132, 133 and projected from the crass 01118.133 A 119-132. Scale factor 1.0000930317 0pP000.. Projection Point: Northing = 3675756.110' fasting = 5242057.101' Notes: See Sheet l forLoce1ion Map. See Sheet 2 for Section Control & Survey Details. See Sheers 3-5 for Legal Descriptions. 9N R13W T9ON LEGEND ` = Section Comer Found t;J = Set 5/0"0 Rebar w/YPC PLS 22468 •m Fd. 5/8`0 Rebar w/YPC PLS 22468 Fd. 1'0 Iron Pipe Fd. 1'0 Pinched Iron Pipe Fd. 1'0 Iron Pipe w/YPC PLS 3682 = Ed. 1/2'0 Rebar w/YPC PLS 9961 Fd. 1/2'0 Rebar Fd. 3/4'0 Pinched Iron Pfpe n Ed.1/2'0 Rebar w/YPC PLS 6505 e- Survey Boundary tine RPC,YPC,OPC,BPC= Red, Yellow, Orange, Blue Plastic Cap (0.00') = Recorded Dimension 0 0 • 32 Survey was completed on June 6, 2021. FB: Black Hawk 10, Pgs. 44-46 " .407 Hero%d-Re,ck Surveyfn[r New Hampton Waverly Clear Lake 641-394-2725 319-493-5167 641-231.8092 www.hrsurveying.com 11) lIMRJ [Project Number: 2020-526 11 Sheet: 1 I I hereby Certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly Ifcensed Land Surve r under the laws of t e S of Iowa. Isaiah M. Relcks License number 22468 My license renewal date Is December 31, 2021. Sheets covered by this seal: 1-5 File Number: 2021-00027284 ��e 348 of 638 Date: NW Comer SW 1/4-SW 1/4 Section 36-90-13 Pd. 1'0 Bronze Survey Marker PLS 22468 Rec. Doc. #2020-21446_ PO8 P#,c N B9°41'OS i8 31___. i .. 327.22' I Deed Description f o I Rec. DOC. 12004-21411 v311.10' N• Plat of Survey Parcel A & Parcel B in the SW 1/4 - SW 1/4 of Section 38 - T90N - R23W, City of Waterloo, Black Hawk County, fowa. Norma: PO8 = PolM of eegk ning 2658.66' bp, om 140 00' Pal rip P48 Parcel A 44.51 .r 266.62' 186.58'•. . o, 353.20' ~ � n '1 1 . N 89°41'05• E 397.70' ui irmm 4'' Nit S89°4 `205"W "2 fi 1n Z i-,trl n NW a IS xry l 348.04' 303.44' 115.00' S 40'21" W 0136 do�so�''6 Ae� °oG .442L, SW Comer • Section 36-90-13 Fd. NAG Spike w/Stainless Steel Washer PLS 22293 ReC. Doc. #2020.20854 Parcel B Total Areal 2.60 Acr'6t w 1 Ng d 30 � 0 11 89°40'21" E ` 1 1 1 240.35Ef m 2020.32' - 1/4-1/4 Section Line 290.30' 638.34' i Parcel A Total Areal 6.16 Acres mt, �61 �, e'1 ro ch z 5° ;161.q 11 A c..ticP 4e 589°32'33' W 109.84' Section Line 7•...._ - -- ^— - - - - - - ' 11A 5`1/11k. I'w lid' ] S 89°32'33' W ! 360.06' 179.92 1 �180.14' le v l 119.63' i 10,79 60.11 120.00' i 1 &, m 120.43" o to m aa*'�gtiwe t163� rl N M m o Q Ccoep "�' o 1i i. ^ fn 1 r� .{ o v to m • rm�l 9 W o u $ frt. Monument d '0 , o pc?, 1.63' North of a n z N '0 ur Right -of -Way Line N 33.00' ROW N 89°40'21' E 4699 1 - 109.90. t —;ilae' �. 119.76: ` 120.00' 33 00'- 1 33.00' --j 33 00' fff �/ 33.00' / 33.00.-- 1 'CCC oo, 417- --1 qv NE Comer SE 1/4-SW 1/4 Section 36-90-13 Fd. 5/8"13 Reber 0 w/2'Alum. Cap PLS 22468 ReC. Doc. #2020-21442 5 B9040'21' W East Blg Rock Road 51/4 - Corner Section 36.90.13 FQ 5/8 0 Reber w/211Ahom. Cap PL5 22468 R6C. 00C. 75' 75' 150' 310' 82020-21443 Scale - 1 Inch m 150 ft. 2651.18' Hera/d - Rarcks Surveying, dd05 East- Stremarr• Rvpnuai /1/aver{y, /R 513677, Ph. 3/51-'1S3 5Jbt7 sheet: 2 File Number: 2021-00027284 eq: 2 SPage 349 of 638 Planning and Zoning Commission City Hall (Second Floor) 715 Mulberry Street Waterloo, IA 50703 4192 Logan Ave. Waterloo, IA 50703 January 20, 2025 Planning and Zoning Commission, I am requesting that item 2 (limiting property to existing home and one additional home) of the Condition of Zoning (copy attached) dated July 14, 2020 be removed. Also submitting preliminary plat application with plat map to divide the South East portion of Parcel A into two (2) lots. Lot 1 will be 1.55 A mll and Lot 2 will be 1.6 A mll. Respectfully Submitted, —0-Atr-6br .(1) Gregory H. Steffen Page 350 of 638 Prepared By and Return To: Aric A. Schroeder. City of _Waterloo. 715 Mulberry Street. Waterloo, IA 50703 CONDITIONS OF ZONING WHEREAS Iowa Code Section 414,5 provides for zoning with conditions provided the conditions are agreed to in writing by the property owner prior to adjournment of the hearing by the City Council, AND WHEREAS, the owners of property in the City of Waterloo currently zoned "A-1" Agricultural District and requested to be zoned "R-2" One and Two Family Residence District, commonly known as 4192 Logan Avenue and legally described as: The West 638,3 feet of the South One-half of the Southwest Quarter of Section 36, Township 90 North, Range 13 West of the 5'h P.M., Black Hawk County, Iowa except the West 311.1 feet of the North I40 feet thereof and further except that part lying within the following describe tract: Commencing at the Southwest corner of said Southwest Quarter; thence East 819 feet; thence North 363 feet; thence West 360 feet; thence North 33 feet; thence West 110 feet; thence North 462 feet; thence West 349 feet; thence South 858 feet to the place of beginning. Also except that part condemned for Highway t863 right-of-way in 548 LD90. HEREBY agree to the following conditions on the above -described property: 1. The homes must be hooked up to sewer and water if such public utility is extended to the property or right-of- way adjoining the property in the future, and 2. The property shall be limited to the existing single family home and one additional single family home for this approval and any additional homes would have to come back for amendment to this condition NOW THEREFORE, it is agreed by the owners that any proposed change in the use or conditions of the property other than as detailed in this agreement shall first be submitted to the Planning and Zoning Commission, for its recommendation to the City Council who will review and approve the proposed change to the above -described property. These conditions have been placed on the above -described property for the purpose of complying with the regulations and policies of the City of Waterloo. As a result ofsaid covenant, I (we) herein declare that the following conditions shall govern the entire property as described above, which restrictions shall run with the land and be binding on the successors, heirs and assigns, and herein agree: 1) that these conditions shall not prohibit the division or subdivision ofsaid property in compliance with the City of Waterloo Zoning Ordinance No. 5079 and the City of Waterloo Subdivision Ordinance No. 2997, however each subdivided part thereof shall be subject to the terms of these conditions, 2) that none of these conditions shall be rescinded or altered without the approval of the City Council of the City of Waterloo as outlined above, and. On this 1day Iowa, personally appeared executed the foregoing instrum .f Agreed to this / t( day of 1!G> , 2020 2020, before me, the undersigned, allotary Public in and for the State of to me known to be the identical person(s) named herein and who t and acknowledged that they executed the same as their voluntary act and deed. SEAL ,30 / 0 Notary Public in and for the to oflowa Page I of 1 Conditions of Zoning — 4192 Logan Avenue Page 351 of 638 Prepared fiy Return To: Aric A. Schroeder Cites of Waterloo, 715 Mulberry Street, Waterloo, IA 50703 CONDITIONS OF ZONING WHEREAS Iowa Code Section 414.5 provides for zoning with conditions provided the conditions are agreed to in writing by the property owner prior to adjournment of the hearing by the City Council, AND WHEREAS, the owners of property in the City of Waterloo currently zoned "R-2" One and Two Family Residence District, commonly known as 4192 Logan Avenue and legally described as: Parcel A located in the Southwest Quarter of the Southwest Quarter of Section 36, Township 90 North, Range 13 West of the 5th P.M., in the City of Waterloo, Black Hawk County, Iowa, pursuant to Plat of Survey filed June 23, 2021, as Doc. No. 2021-00027284. Hereby agrees to the following conditions on the above -described property. 1. The homes must be hooked up to sewer and water if such public utility is extended to the property or right-of- way adjoining the property in the future, and 2. That a MUTCD approved direction sign be installed along Logan Avenue. NOW THEREFORE, it is agreed by the owners that any proposed change in the use or conditions of the property other than as detailed in this agreement shall first be submitted to the Planning and Zoning Commission, for its recommendation to the City Council who will review and approve the proposed change to the above -described property. These conditions have been placed on the above -described property for the purpose of complying with the regulations and policies of the City of Waterloo. As a result of said covenant, I (we) herein declare that the following conditions shall govern the entire property as described above, which restrictions shall run with the land and be binding on the successors, heirs and assigns, and herein agree: 1) that these conditions shall not prohibit the division or subdivision of said property in compliance with the City of Waterloo Zoning Ordinance No. 5079 and the City of Waterloo Subdivision Ordinance No. 2997, however each subdivided part thereof shall be subject to the terms of these conditions, 2) that none of these conditions shall be rescinded or altered without the approval of the City Council of the City of Waterloo as outlined above. These conditions supersede the Conditions of Zoning approved by the City Council on August 17, 2020, with Ordinance 5569. Agreed to this 4 day of /44,fY , 2025 On this (o day of jI 4 , 2025, before me, the undersigned, a Notary Public in and for the State of Iowa, personally appeared (lrec}i 91-tqlrer, to me known to be the identical person(s) named herein and who executed the foregoing instrument and acknowledged that they executed the same as their voluntary act and deed. SEAL row► TRACIA S ROSS COMMISSION NO. 811963 MY COMMISSION EXPIRES PS t -el — Notary Public in an l'for the State of Iowa Page 1 of 1 Conditions of Zoning — 4192 Logan Avenue Page 352 of 638 EXHIBIT "A" The West 638.3 feet of.the South One-half of the Southwest Quarter of Section 36, Township 90 North, Range 13 West of the 5th P.L., Black Hawk County, Iowa, except the West 311.1 feet of the North 140 feet thereof and further except that part lying within the following described tract: Commencing at the Southwest corner of said Southwest Quarter; thence East 819 feet; thence North 363 feet; thence West 360 feet; thence North 33 feet; thence West 110 feet; thence North 462 feet; thence West 349 feet; thence South 858 feet to the place of beginning. Also except that part condemned for Highway #63 right--of-way in 548 IUD 90. Page 353 of 638 WA , _ APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M -P", "C_P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment Individual Building X Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name --- Business Na e if Applicable (pleaseep��rint): Y N , -ems Address Z 40C�-fj�t( /1i/ Phone: ;5%� o'�(pl'' a`y5a Fax: City: Jac/ State: g- Zip: 5 '70-3 Email: b. Status of applicant: (a) Owner X (b) Other (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): Address: Phone: Fax: City: State: Zip: Email: 2. PROPERTY INFORMATION: a. General location of site plan to be,� d: - � C7F q% q2 /pay971/ 9Er r7 )) L b. Legal description of property or portion to be amended: eon/ D)'nPO( or= Zone Ira, c. Dimensions of proposed site plan amendment: ,g go y 95 •F'r d. Area of proposed site plan amendment: 3, ( 5 ? e. Current zoning: ' ''?i f. Reason(s) for site plan amendment and proposed use(s) of property: /4Mf ti P O �'�>r 01// z ktoJ 5E g. Conditions (if any) agreed to (does not affect existing conditions unless specified): h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of peijuiy that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to ent t e property in questio s n re : a •ds to the request. I/do //z / '5 Signa'ire o p cant Date Signature of 'wrier Date Page 354 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Request by Panther Builders for a Site Plan Amendment in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicants are requesting a Site Plan Amendment in addition to a Preliminary Plat for 18 new homes on the site formally known as Baltimore Field. The former location of Baltimore Field was rezoned from "R-2" One and Two Family Residence District to "R-1, R-P" Planned Residence District on April 4, 2011 by Ordinance 5039. There were previous Site Plan Amendments that the City Council approved on July 1, 2013 (south) and October 7, 2013 (north) for a previous developer; however, that project was not started, and the current developer has created a different site plan; therefore it needs to return through the Site Plan Amendment process. Lots will be between 57' and 70' feet wide and between 129 and 141' long. While these lots will be smaller than the recently built lots to the west, they are comparable in size to other surrounding lots. The site plan and preliminary plats show sidewalks on all street frontages. The Planning, Programming, and Zoning Commission voted 8-0 to recommend approval of the request at their April 8, 2025 meeting. NEIGHBORHOOD IMPACT The request to construct 18 new homes would not appear to have a negative impact on the neighborhood as the area is surrounded by similar residential development. DATA, ANALYSIS, AND STRATEGIES N/A IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION N/A COMMUNITY ENGAGEMENT METHODS The Planning, Programming, and Zoning Commission held a public hearing at their April 8, 2025 Page 355 of 638 meeting voting 8-0 to recommend approval of the request and notices were sent to property owners within 250 feet. SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION N/A LEGAL DESCRIPTION A PARCEL OF LAND BEING A PART OF LOT 5 IN AUDITOR FRANCIS' REITZEL PLAT, A PART OF VACATED BYRON AVENUE, A PART OF VACATED DENVER STREET AND PARTS OF LOT 1 AND 2 ORLO C. MILLER ADDITION, WATERLOO, BLACKHAWK COUNTY, IOWA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 BALTIMORE FIELD FIRST ADDITION; THENCE ALONG THE WEST LINE OF SAID BALTIMORE FIELD FIRST ADDITION AND THE WEST LINE OF HAWTHORNE ESTATES FIRST ADDITION N00°59'43"W, 602.07 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID HAWTHORNE ESTATES FIRST ADDITION ALSO BEING A POINT ON THE SOUTHERLY RIGHT OF WAY OF HAWTHORNE AVENUE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY S89°47'33"E, 330.99 FEET TO THE NORTHWEST CORNER OF THE EAST 156 FEET OF SAID LOT 5 AUDITOR FRANCIS REITZEL PLAT; THENCE ALONG THE WEST LINE OF SAID EAST 156 FEET S00°58'45"E, 301.38 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF THE EAST 156 FEET AND THE EAST LINE OF SAID LOT 2 ORLO C. MILLER ADDITION S01°03'14"E, 301.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2 ORLO C. MILLER ADDITION AND A POINT ON THE NORTH RIGHT OF WAY OF EUREKA STREET; THENCE ALONG SAID NORTH RIGHT OF WAY AND THE SOUTH LINE OF SAID LOTS 1 AND 2 OF ORLO C. MILLER ADDITION N89°42'18"W, 331.22 FEET TO THE POINT OF BEGINNING. THE DESCRIBED AREA CONTAINS 4.58 ACRES AND IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. ATTACHMENTS 1. Baltimore Field - 04.08.25 2. Overview Map - Baltimore Field 3. Aerial Map - Baltimore Field 4. 2025.04.07_Baltimore Fields Site Development 5. Site Plan Amend AppFill20 (SIGNED) Page 356 of 638 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: April 8, 2025 Request by Panther Builders for a Site Plan Amendment to allow for residential development with 18 lots and 1 stormwater tract in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. Panther Builders, 616 Clay Street, Cedar Falls, Iowa 50613 The applicants are requesting a site plan amendment to construct 18 new homes. The request to construct 18 new homes would not appear to have a negative impact on the neighborhood as the area is surrounded by similar residential development. The proposed site plan amendment would not appear to negatively impact vehicular or pedestrian traffic conditions in the area. The site is served by Hawthorne Avenue and Eureka Street, which are local streets. There are sidewalks on the east side of Vermont Street from Hawthorne Avenue to Eureka Street and on the north side of Eureka Street from Vermont Street to the area proposed for development. A sidewalk should have been installed on the southside of Hawthorne from Vermont Street to the development area but was not installed. Sidewalks will need to be required along all streets within and abutting the development. The area in question has been zoned "R-1, R-P" Planned Residence District since the adoption of the Zoning Ordinance 5039 on April 4, 2011 when it was rezoned from "R-2" One and Two Family Residence District. Surrounding land uses and their zoning designations are as follows: North — Hawthorne Avenue and residential zoned "R-2" One and Two Family Residence District South — Residential zoned "R-2" One and Two Family Residence District. East — Residential zoned "R-2" One and Two Family Residence District. West — Residential, Vermont Street and Commercial zoned "R-1,R-P" Planned Residence District, "R-2" One and Two Family Residence District, "C-1" Commercial District, and "R- 3" Multiple Residence District. No screening is required in relation to this request. SPA -Retail Center Page 1 of 5 Page 357 of 638 July 11, 2023 DRAINAGE: It will be necessary that a SWPPP plan and storm water detention plan be 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 as the applicants do show a storm water management area on their site plan. DEVELOPMENT Residential development between 1900 and 2019. HISTORY: FLOODPLAIN: 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 0301F, dated May 8, 2024. PUBLIC /OPEN St. Edwards School is located 0.284 miles to the southwest, SPACES/ SCHOOLS: Kingsley Elementary School is located 0.55 miles to the west, Hoover Middle School is located 1.21 miles to the southwest, and West High School is located 0.628 miles to the south. UTILITIES: WATER, There is an 8" sanitary sewer line on Vermont Street, an 8" SANITARY SEWER, sanitary sewer line in Denver Street south of Eureka Street, STORM SEWER, ETC. and a 15" sanitary sewer line in Denver Street north of Hawthorne Avenue. There is a 33" storm sewer in Vermont Street. A 15" sanitary sewer is proposed to be extended through the property to the serve the development. RELATIONSHIP TO The Future Land Use Map designates this area as Mixed COMPREHENSIVE Residential: Low, Medium, High Density Residential; LAND USE PLAN: Professional Offices. The proposed site plan amendment would be in conformance with the Comprehensive Plan and Future Land Use Map for this area. STAFF ANALYSIS — The applicants are requesting a Site Plan Amendment in ZONING addition to a Preliminary Plat for 18 new homes on the site ORDINANCE: formally known as Baltimore Field. The former location of Baltimore Field was rezoned from "R-2" One and Two Family Residence District to "R-1, R-P" Planned Residence District on April 4, 2011 by Ordinance 5039. There were previous Site Plan Amendments that the City Council approved on July 1, 2013 (south) and October 7, 2013 (north) for a previous developer; however, that project was not started, and the current developer has created a different site plan; therefore it needs to return through the Site Plan Amendment process. Lots will be between 57' and 70' feet wide and between 129 and 141' long. While these lots will be smaller than the recently built lots to the west, they are comparable in size to other surrounding lots. The site plan and preliminary plats show sidewalks on all street frontages. SPA -South of 4121 Alexandra Drive. Page 2 of 5 Page 358 of 638 July 11, 2023 Picture 1: Homes built in Baltimore Field 1st Addition. Picture 2: Former Baltimore Field and homes along Baltimore Street. SPA -South of 4121 Alexandra Drive. Page 3 of 5 Page 359 of 638 July 11, 2023 Picture 3: Looking north from Eureka Street toward Hawthorne Avenue. Picture 4: Looking south from Hawthorne Avenue to Eureka Street. SPA -South of 4121 Alexandra Drive. Page 4 of 5 Page 360 of 638 STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: July 11, 2023 The Planning, Programming, and Zoning Commission voted 8-0 to recommend approval of the request at their April 8, 2025 meeting. The applicants have also submitted a Preliminary Plat to create 18 lots for the construction of new single-family homes. Therefore, staff recommends that the request by Panther Builders for a Site Plan Amendment to allow for residential development with 18 lots and 1 stormwater tract in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street 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. 3. The request would not appear to have a negative impact upon the surrounding area. And with the following conditions(s): 1. The final site plan must meet all applicable city codes and regulations, including but not limited to parking, landscaping, screening, drainage, setbacks, etc. SPA -South of 4121 Alexandra Drive. Page 5 of 5 Page 361 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 LH L-o- I�W121111.1 TI TI,REBEti I111H ILL R=2— W 3RD ST 111111 11II4 14 1 111111111111 HOME PARK BLVD 11 1, 1I SH PAVE CAMPI B1 ELL AVI E 111111111_LH ARDEN ST 1 (III III ARE DERIC AVE Q=Jw 1 1iij11 w —o —m- - w — O 17) ZjJ 1 ¢uiI l l 1111111 - BERTCH AVER g IIIIIIIIIIIIIII H BYRON AVE I I r FRANCES DR uJ -411111111 R 3 I 1 MIRIAMI DR > II11111II11lI1IIII11 I• CI I I LINA AVE W MITCHELL=AVIE_Y 111111 • -JULIECT 111 IVANHOE RD 0 C-2 i JOHNS6A i1 /1 PLEASANS TT R-3;C-Z A,- - .4 WILLISTONAVE ' l R-2,.CZ R_2:C Z co i• x mBYRON AVE IJr 1 RIM EORESTAVE W 111111111 TT HAWTHORNE AVE IIIIIII'�1L11 11 EUREKA"STI HOLM ST - BOURLAND AVE- EMMEN II R`,C=Z MIDLOTHIAN -" 11 II 0 1 E MITCHELL AVE 111111 CORNWALL AVE 1 TERRACE MORGAN RD LIAHMI 111 R-3 ,I I 4EASTON AVE' T �I R-2: T II II I LOCKE AVE— 71I I 0f?ANT AVE LEAVITT-ST 11111111111 111 BERTCH AVEII 1111111 IIIII I� 1-(5111 O 1= 0E11 IIIIII1IU BYRONAVE IIIIIIIIHI11II I GLE IIIIINNII1111 11111111111_ LIBERTY AVE 111111111111 II PIIII ATTIIONAVIIIIIIII E 1111I 1111I IIIIIIIIIIIIII C ,Z R=27C=Z c-1, uIIII11�lLHI1J BOURLAND AVE— nI1111111111I1In 111 �I1111RRAI11111111 U LONE AVE — �IIIIIIIIIIIII Ifl 11111111% „LORETTA-AVE .m Baltimore Field between Hawthorne Avenue and Eureka Street Site Plan Amendment Panther Builders Pnnr 2R7 of R2S2. City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 HAWTHORNE AVE Area of Site Plan Amendment BYRON AVE Sours-e.-&-E.S 44;),MT.am ar-rmiArPAQrNOA , 45C 0per r tf EUREKA ST contributors, and the GIS User Community Baltimore Field end Addition Site Plan Amendment Panther Homes Pnnr 4RZ of RZ W fr SP ST APPLICANT: PANTHER BUILDERS CONTACT: KEVIN FITTRO (319)-493-0919 ADDRESS: 616 CLAY ST. CEDAR FALLS, IA 50613 OWNER: BALTIMORE FIELDS LLC CONTACT: KEVIN FITTRO (319)-493-0919 ADDRESS: 616 CLAY ST. CEDAR FALLS, IA 50613 DEVELOPMENT TOTALS: TOTAL AREA (ACRES): TOTAL LOTS: UNIT DENSITY (U/A): ZONING: 4.58 19 1.5 EXISTING: PROPOSED: BASE ZONING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MINIMUM LOT WIDTH: MINIMUM LOT AREA: R-1, R-P R-1, R-P R-1 30 FT 10 FT 30 FT 75 FT 9,000 SQ FT PROPOSED VARIANCE TO BASE DISTRICT SETBACKS: FRONT YARD: 20 FT SIDE YARD: 5 FT REAR YARD: 20 FT MINIMUM LOT WIDTH: 60 FT MINIMUM LOT AREA: 7,000 SQ FT *PROPOSED VARIANCE CONSISTENT WITH R-2 ZONING REQUIREMENTS STORM SEWER • BEEHIVE INTAKE (SIZE VARIES) DOUBLE CURB INTAKE DOUBLE CURB INTAKE W/MANHOLE LEFT HMI CIVIL ENGINEER: McCLURE ENGINEERING COMPANY 2229 E. GRANTVIEW LANE, SUITE 2 CORALVILLE, IOWA 52241 BRYCE ACHEN 319.626.9090 BACHEN@MCCLUREVISION.COM LEGAL DESCRIPTION: BALTIMORE FIELDS 2ND ADDITION SITE DEVELOPMENT PLAN A PARCEL OF LAND BEING A PART OF LOT 5 IN AUDITOR FRANCIS' REITZEL PLAT, A PART OF VACATED BYRON AVENUE, A PART OF VACATED DENVER STREET AND PARTS OF LOT 1 AND 2 ORLO C. MILLER ADDITION, WATERLOO, BLACKHAWK COUNTY, IOWA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 BALTIMORE FIELD FIRST ADDITION; THENCE ALONG THE WEST LINE OF SAID BALTIMORE FIELD FIRST ADDITION AND THE WEST LINE OF HAWTHORNE ESTATES FIRST ADDITION NOO°59'43"W, 602.07 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID HAWTHORNE ESTATES FIRST ADDITION ALSO BEING A POINT ON THE SOUTHERLY RIGHT OF WAY OF HAWTHORNE AVENUE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY S89°47'33"E, 330.99 FEET TO THE NORTHWEST CORNER OF THE EAST 156 FEET OF SAID LOT 5 AUDITOR FRANCIS REITZEL PLAT; THENCE ALONG THE WEST LINE OF SAID EAST 156 FEET S00°58'45"E, 301.38 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF THE EAST 156 FEET AND THE EAST LINE OF SAID LOT 2 ORLO C. MILLER ADDITION S01°03'14"E, 301.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2 ORLO C. MILLER ADDITION AND A POINT ON THE NORTH RIGHT OF WAY OF EUREKA STREET; THENCE ALONG SAID NORTH RIGHT OF WAY AND THE SOUTH LINE OF SAID LOTS 1 AND 2 OF ORLO C. MILLER ADDITION N89°42'18"W, 331.22 FEET TO THE POINT OF BEGINNING. THE DESCRIBED AREA CONTAINS 4.58 ACRES AND IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NOTES: 1. ALL EASEMENTS ARE 15' PUBLIC UTILITY EASEMENTS UNLESS NOTED OTHERWISE 2. DEVELOPER SHALL BE RESPONSIBLE FOR EXPLORATORY DIGGING ALONG PERIMETER OF THE SUBDIVISION TO LOCATE EXISTING FIELD TILES, DESIGN, AND CONNECT EXISTING TILES TO THE PROPOSED STORM SEWER SYSTEM TO ENSURE THAT EXISTING FIELD TILES REMAIN IN SERVICE 3. OUTLOT A TO BE DEDICATED TO THE CITY OF WATERLOO AS RIGHT-OF-WAY UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. EXISTING SURVEY LEGEND ELECTRIC BB BREAKER BOX OE ELECTRIC MANHOLE EM ELECTRIC METER DOUBLE CURB INTAKE W/MANHOLE RIGHT / E ` ELECTRIC PEDESTAL DRAINAGE INTAKE FLARED END SECTION (SIZE VARIES) SINGLE CURB INTAKE III SINGLE CURB INTAKE W/MANHOLE STAND PIPE STORM SEWER CLEANOUT STORM SEWER MANHOLE 0 OPEN SIDED AREA INTAKE (SIZE VARIES) 1.0 0 GAS 3M GV GAS MARKER GAS METER GAS VALVE SANITARY SEWER O SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE 30' RIG 15 5' RIGHT OF WAY A MONUMENTS BENCHMARK BENCHMARK (TEMPORARY) CONTROL POINT CUT X FOUND CUT X SET • MONUMENT FOUND (FIRST TYPE) ▪ MONUMENT FOUND (SECOND TYPE) O MONUMENT SET (FIRST TYPE) ❑ MONUMENT SET (SECOND TYPE) SECTION CORNER FOUND SECTION CORNER SET Q T POST • WOODEN POST TELECOMMUNICATIONS TH FO Nz TELECOM HANDHOLE FIBER OPTIC MARKER ▪ TELECOM MANHOLE TELEPHONE PEDESTAL TV/CABLE PEDESTAL VEGETATION CONIFEROUS TREE (SIZE VARIES) DECIDUOUS TREE (SIZE VARIES) SHRUB (SIZE VARIES) TREE STUMP (SIZE VARIES) TREE (DEAD) LOCATED IN WATERLOO, BLACK HAWK COUNTY, IOWA WATER Oo t wv 1 YH CURB STOP FIRE HYDRANT IRRIGATION VALVE POST INDICATOR VALVE WATER MANHOLE WATER MARKER WATER SPIGOT WATER VALVE WATER VALVE MANHOLE YARD HYDRANT T OF WAY 30' RIGHT OF WAY 14.5' BACK OF CURB 14.5' BACK OF CURB IOWA STATE MAP NO SCALE LEGEND FM - ST - W E OH E C OH C T OH T FO OH FO CA OH CA G - ---949-- - ---950-- 15.5' RIGHT OR WAY 15"ST 8"W NEW WATER SERVICE LINE 8"SS NEW SANITARY SEWER LINE 949 PROPOSED MINOR CONTOUR 950 PROPOSED MAJOR CONTOUR 5' SIDEWALK 1.5 TARGET (2.0 MAX) 1 9.50' 9.00' 11 30' 9.00' 9.50' 5' SIDEWALK EXISTING SANITARY SEWER EXISTING SANITARY SEWER FORCE MAIN EXISTING STORM SEWER EXISTING WATER LINE EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND COMMUNICATIONS EXISTING OVERHEAD COMMUNICATIONS EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING UNDERGROUND FIBER OPTIC EXISTING OVERHEAD FIBER OPTIC EXISTING UNDERGROUND CABLE EXISTING OVERHEAD CABLE EXISTING GAS EXISTING SUBDRAIN EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPERTY LINE SECTION LINE EASEMENT EXISTING FENCE EXISTING EDGE OF TREES NEW STORM SEWER LINE 0 EK 3.0 2.0' P.C.C. PAVEMENT 76" STANDARD CURB AND GUTTER --2.0 % 2.0 da 2.0 d 2.0' --3.0 1.5 TARGET (2.0 MAX) 1.0' II�Ia��%:��%.-jam%:��I ��i ��i ��i ��r� �/Y� � YM ;1Y�, �1Y� �1r� �1Y1� ���i �; i.� i.�,,i.� ia�,, •:��i: �.. �. ip • fir'• rair �;rrdr1�`L1��VIZI ���, ��. ` �r�>. L��L1�/•�Y0 �� •����%.1!'y%�,�11�/• i,�1 i_ ` �� �� � ���`�`� v� .ice iv ; �� , .i,Y �d• n, s �%'�///�///�///�%�//'�/fir". ,►IS741., ..x .s. -, .. _ . - - 7001:0477: C P.C.C. PAVEMENT W/ CD JOINTS) 6" MODIFIED SUBBASE) 1 SPECIAL SUBGRADE COMPACTION) ENGINEERING FABRIC (4" P.C.C. PAVEMENT) 6" SUBDRAIN TYD CAL AVE 29' BAC < TO BAC NO SCALE V 2 E\ D T SECT 0\ CC DAVEVE\T VICINITY MAP SCALE = 1:500 IOWA ONE CALL 1-800-292-8989 www.iowaonecall.com ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE 2025 EDITION OF THE WATERLOO STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE 2025 VERSION OF SUDAS. SHEET LIST TABLE SHEET NUMBER SHEET TITLE C101 COVER SHEET C102 SITE & UTILITY PLAN C103 GRADING PLAN SUBMITTAL & REVISION TABLE SUBMITTAL DATE DESCRIPTION 1 3/7/2025 CITY SUBMITTAL #1 2 3/28/2025 CITY SUBMITTAL #2 3 4/7/2025 CITY SUBMITTAL #3 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. BRYCE ACHEN, PE NO. P29498 DATE: MY LICENSE RENEWAL DATE IS DECEMBER 31, 2026 PAGES OR SHEETS COVERED BY THIS SEAL: ALL SHEETS 11110-% MCC L U RETM 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA Carroll,IA 1 Clive,IA Cedar Rapids,IA 1 Fort Dodge,IA North Liberty,IA 1 Sioux City,IA Macon,MO 1 Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 REVISIONS PROJECT INFO 2025000029-000 ENGINEER DRAWN BY CHECKED BY BA KW BA COVER SHEET P:\2025000029-000 - PANTHER BUILDERS - BALTIMORE FIELDS\04-DRAWINGS\CIVIL\SITE DEVELOPMENT\2025000029-000 SDCOVER.DWG DRAWING NO. C101 Page 364 of 638 SANITARY MANHOLE RIM ELEV: 877.97' 8" VCP FL S IN: 870.17' 8" VCP FL N OUT: 870.07' STORM MANHOLE RIM ELEV: 877.97' 12" (VERIFY) RCP FL W IN: 872.97' 42" RCP FL S IN: 871.47' 42" RCP FL N OUT: 871.37' VERMONT ST. SAYMEH TEH 1003 VERMONT ST WATERLOO, IA 50702 20.0' DRAINAGE EASEMENT BRANDON S. MCCONNELL 1011 VERMONT ST WATERLOO, IA 50702 ALAN DIAZ 1019 VERMONT ST WATERLOO, IA 50702 WILLIAM SIMO 1025 VERMONT ST WATERLOO, IA 50702 DARRIN L. HAGEDORN 1105 VERMONT ST WATERLOO, IA 50702 TU K. MAUNG 1111 VERMONT AVE WATERLOO, IA 50701 ERIC P. HYDE 1201 VERMONT ST WATERLOO, IA 50702 JIMMY INYANI 401 EUREKA ST WATERLOO, IA 50702 W(D) HAWTHORNE AVE. OHJ -_ 10.0' SIDE SETBACK TRACT A 7,460 SF 0.17 AC STORM WATER MANAGEMENT TRRF,CT cn cn cn 300' HYDRANT RADIUS (TYP.) SANITARY MANHOLE RIM ELEV: 87 02' 12" PVC FL S I 864.07' (STUB) .12" PVC FL N O : 864.02' 1 7,911 SF I0.18AC 2 7,988 SF 0.18 AC 3 8,064 SF 0.19 AC 4 8,140 SF 0.19 AC 5 3,216 SF 0.19 AC 15"ST co vi 10.0' PUBLIC JTILITY EASEMENT ■' STORM MANHOLE RIM ELEV: 871.57' 2" RCP FL S IN: 868.37' 12' RCP FL N IN: 868.45' 12" RC FL E OUT: 868.31:. OHE 0 ROCK STAR REAL ESTATE LLC 7,992 SF I�r 20�' DRAINAGE PO BOX 538 0.18 AC ASEMENT WATERLOO, IA 50704 S11RM WATER MANAGEMENT TRAC o 10.0' SIDE SETBACK TRACT i" I� i I III M.9li:!XSi 18 8,335 SF 0.19 AC 1111 IIIN 20.0' FRONT SETBACK co vi III171 DENVER ST. 17 8,261 SF 0.19 AC 1 16 8,187 SFI 0.19 AC 1 TLOT 6,152 SF 0.83 AC 11 AI Afi, BUILDING SETBACK (TYP.) 6 L8,293 SF 0.19 AC 7 8,369 SF 0.19 AC vi 20.0' FRONT SETBACK If 8 8,440 SF 0.19 AC 5.0SI JE E 1 13 15 8,115SFI 0.19 AC 14 8,045 SP 0.18 AC 13 7,975 SP 0.18 AC II 10.0' PUBLIC UTILITY EASEMENT 12 7,902 SI4 0.18 AC II BUILDING SETBACK(TYP) 9 9,150 SF 0.21 AC 20.0' DRAINAGE EASEMENT r 10.0' SIDE SETBACK SANITARY MANHOLE RIM LEV: 886.65' 8" VC FL S IN: 877.55' 8" VC FL N OUT: 877.55' \ Mk�I 300' HYDRANT RADIUS (TYP.) oyF EUREKA AVE. - SS Oy SANITARY MANHOLE RIM ELEV: 885.70' 8" VCP FL E OUT: 875.41' w 0 11 7,829 SP 0.18 AC 10.0' SIDE SETBACK 5' SIDEWALK (TYP.) 10 8,477 SF 0.19 AC P E 20.0' DRAINAGE EASEMENT S 5s SANITARY MANHOLE RIM ELEV: 884.49' 8" PVC FL W IN: 874.59' 8" PVC FL S IN: 874.64' 8" PVC FL E OUT: 874.59' TRAVIS CARTER 1104 BALTIMORE ST WATERLOO, IA 50702 CHAD J. MANNION 1112 BALTIMORE ST WATERLOO, IA 50702 RONALD J. MANNION 1122 BALTIMORE ST WATERLOO, IA 50702 RENAE E. TERRY 1128 BALTIMORE ST WATERLOO, IA 50702 BYRON AVE. TERRY L. KEZAR 1200 BALTIMORE ST WATERLOO, IA 50702 CHARLES L. LANE 1204 BALTIMORE ST WATERLOO, IA 50702 MICHAEL E. ORTMAN 1208 BALTIMORE ST WATERLOO, IA 50702 LEONARD L. RUMPZA 1218 BALTIMORE ST WATERLOO, IA 50702 STORM INTAKE TOP OF GRATE ELEV: 871.10' rf 12" +CP FL S OUT: 868.C' STORM MANHOLE RIM ELEV: 871.68' 12" RCP FL W IN: 867.98' 12" RCP FL S IN: 867.98' S 12" RCP FL E OUT: 867.88' SANITARY MANHOLE RIM ELEV: 872.02' 12" PVC FL S IN: 862.77' 12" PVC FL N OUT: 862.72' STORM INTAKE TOP OF GRATE ELEV: 871.48' 12" RCP FL N OUT: 868.66' COOLEY & COOLEY REAL ESTATE LC 812 WASHINGTON ST WATERLOO, IA 50702 (E C ELEV '0 2" R _ .-L W IN: .64 12" RCP FL E OUT: 876.51 HE � OHE SS STORM INTAKE TOP OF GRATE ELEV: 882.58' 6" CMP FL W IN: 879.87' 12" RCP FL S IN: 879.58' 12" RCP FL E OUT: 879.53' STORM INTAKE TOP OF GRATE ELEV: 882.77' 6" CMP FL W IN: 880.20' 12" RCP FL N OUT: 879.92' �I SANITARY MANHOLE RIM ELEV: 879.79' 8" PVC FL W IN: 870.94' t12" PVC FL S IN: 870.69' 12" PVC FL N OUT: 870.59' STORM MANHOLE RIM ELEV: 879.77' III0-: MCC LU RETM 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA I Carroll,IA I Clive,IA Cedar Rapids,IA I Fort Dodge,IA North Liberty,IA I Sioux City,IA Macon,MO I Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering Intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 50 A 25 0 REVISIONS PROJECT INFO 2025000029-000 50 ENGINEER DRAWN BY CHECKED BY BA KW BA 06 W V ) P:\2025000029-000 - PANTHER BUILDERS - BALTIMORE FIELDS\04-DRAWINGS\CIVIL\SITE DEVELOPMENT\2025000029-000 SDSITE.DWG DRAWING NO. PJIA in% Page 365 of 638 SANITARY MANHOLE RIM ELEV: 877.97' 8" VCP FL S IN: 870.17' 8" VCP FL N OUT: 870.07' STORM MANHOLE RIM ELEV: 877.97' 12" (VERIFY) RCP FL W IN: 872.97' 42" RCP FL S IN: 871.47' 42" RCP FL N OUT: 871.37' SANITARY MANHOLE RIM ELEV: 886.65' 8" VCP FL S IN: 877.55' 8" VCP FL N OUT: 877.55' HAWTHORNE AVE. yE EUREKA SANITARY MANHOLE RIM ELEV: 885.70' 8" VCP FL E OUT: 875.41' OH SANITARY MANHOLE RIM ELEV: 87. 02' 12" PVC FL S I 864.07' (STUB) 12" PVC FL N 0 ` : 864.02' 0.00% k--+ss SS *HE OHE SANITARY MANHOLE RIM ELEV: 884.49' 8" PVC FL W IN: 874.59' 8" PVC FL S IN: 874.64' 8" PVC FL E OUT: 874.59' STORM INTAKE TOP OF GRATE ELEV: 882.58' 6" CMP FL W IN: 879.87' 12" RCP FL S IN: 879.58' 12" RCP FL E OUT: 879.53' STORM INTAKE TOP OF GRATE ELEV: 882.77' 6" CMP FL W IN: 880.20' 12" RCP FL N OUT: 879.92' STORM MANHOLE RIM ELEV: 871.57' 12" RCP FL S IN: 868.37' 12"R PFLNIN:868.45, 12" RCP FL EQLJT: 868.318' BYRON AVE. STORM INTAKE _TOP OF GRATE ELEV: 879.70' 12" RCP FL W IN: 876.64' 12" RCP FL E OUT: 876.51' J I STORM INTAKE TOP OF GRATE ELEV: 871.10' 12" RCP FL S OUT: 868.FSTORM MANHOLE RIM ELEV: 871.68' 12" RCP FL W IN: 867.98' 12" RCP FL S IN: 867.98' S 12" RCP FL E OUT: 867.88' SANITARY MANHOLE RIM ELEV: 872.02' 12" PVC FL S IN: 862.77' 12" PVC FL N OUT: 862.72' STORM INTAKE TOP OF GRATE ELEV: 871.48' 12" RCP FL N OUT: 868.66' SANITARY MANHOLE RIM ELEV: 879.79' 8" PVC FL W IN: 870.94' t12" PVC FL S IN: 870.69' 12" PVC FL N OUT: 870.59' STORM MANHOLE RIM ELEV: 879.77' 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA I Carroll,IA I Clive,IA Cedar Rapids,IA I Fort Dodge,IA North Liberty,IA I Sioux City,IA Macon,MO I Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 REVISIONS PROJECT INFO 2025000029-000 ENGINEER DRAWN BY CHECKED BY DRAWING NO. Page 366 of 638 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment 0 Individual Building 0 Minor change 0 (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name (please print): Panther Builders, Kevin Fittro Address: 616 Clay St. Phone: 319-493-0919 Fax: City: Cedar Falls State: IA zip:50613 Email: kevin.fittro(apantherhomebuilders b. Status of applicant: (a) Owner 0 (b) Other 0 (SELECT ONE): If other explain: c. Property owner's name if different than above (please print): Baltimore Fields LLC, Kevin Fittro Address:616 Clay St. Phone: 319-493-0919 Fax: City: Cedar Falls State: IA Zip:50613 Email: kevin.fittroftpantherhomebuilderE 2. PROPERTY INFORMATION: a. General location of site plan to be amended: South of Hawthorne Ave, North of Eureka Ave, East of Vermont Street b. Legal description of property or portion to be amended: See attached legal description. c. Dimensions of proposed site plan amendment: 330'x602' Property d. Area of proposed site plan amendment: 4.58 Acres e. Current zoning: R-1, R-P f. Reason(s) for site plan amendment and proposed use(s) of property: Variance to R-1 zoning requirements per R-1, R-P zoning requirements g. Conditions (if any) agreed to (does not affect existing conditions unless specified): None h. Other pertinent information (use reverse side if necessary): None Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to e}iter the property in question in regards to the request. ignature of Applicant Date Sign ture of Owner — Date Page 367 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Request by International Paper for a Site Plan Amendment to the M-2,P Planned Industrial District to construct a 969,000 square foot manufacturing facility, located north of 3040 Leversee Road. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a request by International Paper for a site plan amendment in the M-2,P Planned Industrial District, to construct a 969,000 square foot manufacturing facility, located north of 3040 Leversee Road, and 24,000 square feet of that area will be office space. Attached to this transmittal is a staff report, aerial map, site plan and building plans. The city has been actively promoting this area for industrial development and seeing good activity. Since 2022 approximately 252,000 square feet of new buildings have been constructed in this area, and with the addition of this project, that number will go to almost 1.231 million square feet. This new building will contribute property taxes to the East Waterloo Unified TIF District, and this will allow generated revenue to be used for infrastructure improvements rather than bonding. The City Council unanimously approved a development agreement with International Paper on January 6, 2025. NEIGHBORHOOD IMPACT This will have a positive impact upon the city and create 90 new jobs. DATA, ANALYSIS, AND STRATEGIES Economic Development and Job Growth. IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS The Planning and Zoning Commission unanimously recommended approval of the Site Plan Amendment at their April 8, 2025 meeting. Page 368 of 638 SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION A parcel of land situated in part of the Southwest 1/4 of Section 5, Township 89 North, Range 13 West of the 5th Principal Meridian, City of Waterloo, Black Hawk County, State of Iowa, more particularly described as follows: Commencing at the Southwest Corner of said Section 5; thence North 00° (degrees) 36' (minutes) 39" (seconds) East (assumed bearing for the purpose of this description) on the west line of the Southwest 1/4 of said Section 5, a distance of 795.59 feet; thence South 89°23'21" East, 33.00 feet to the intersection of the present northerly right-of-way line of the Canadian National Railroad and the present easterly right-of-way line of Leversee Road, being the point of beginning; thence North 00°36'39" East on said easterly right-of-way line, 1,189.64 feet; thence South 89°08'13" East, 2,368.20 feet to a line that is 684.00 feet northwesterly of and parallel with the centerline of runway 18/36 and its extension southwesterly; thence South 07°02'11" West on said line, 1,258.31 feet to the present northerly right-of-way line of the Canadian National Railroad; thence North 89°12'44" West on said northerly right-of-way line, 1,535.05 feet; thence westerly on said northerly right- of-way line being a 2,370.51-foot radius curve concave northerly and having a 423.99-foot long chord bearing North 86°21'44" West, a distance of 424.56 feet (arc length); thence westerly on said northerly right-of-way line being a 2,557.26-foot radius curve concave northerly and having a 272.51-foot long chord bearing North 80°04'57" West, a distance of 272.63 feet (arc length) to the point of beginning. Containing 2,865,228 square feet or 65.78 acres. and A parcel of land located in the Southwest Quarter of Section 5, Township 89 North, Range 13 West of the 5th Principal Meridian, City of Waterloo, Black Hawk County, State of Iowa, and being more particularly described as follows: Commencing at the southwest corner of said Section 5; thence North 00°36'49" East (North 00°36'39" East per Releases of Federal Encumbrances at the Waterloo, Iowa Regional Airport survey prepared by EarthTech dated January 26, 2006) along the west line of said section 795.25 feet; thence South 89°23'11" East (South 89°23'21" East per EarthTech survey) 33.00 feet to the intersection of the present northerly right-of-way line of the Canadian National Railroad and the east right-of-way line of Leversee Road and also being the southwest corner of Airport Release Parcel D per EarthTech survey; thence North 00°36'49" East (North 00°36'39" East per EarthTech survey) along the east right-of-way line Leversee Road 1189.64 feet to the northwest corner of said Release Parcel D and the point of beginning of this description; thence continuing North 00°36'49" East along the said east Leversee Road right-of-way 545.00 feet; thence South 89°08'07" East 2429.64 feet along a line parallel with and 545.00 feet normally distant from the north line of said Release Parcel D to a line that is 684.00 feet northwesterly of and parallel with the centerline of runway 18/36 and its southwesterly extension; thence South 07°02'54" West along said runway centerline parallel 548.19 feet to the northeast corner of said Release Parcel D; thence North 89°08'07" West (North 89°08'13" West per EarthTech survey) along the north line of Release Parcel D 2368.20 feet to the point of beginning containing 1,307,411 square feet (30.01 acres). ATTACHMENTS 1. Council Information Packet Page 369 of 638 April 8, 2025 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: Request by International Paper for a site plan amendment in the "M-2,P" Planned Industrial, for construction of a 969,000 square foot industrial/manufacturing building, with related employee/visitor parking, truck areas and semi -trailer storage, located north of 3040 Leversee Road. International Paper, 6400 Poplar Avenue, Memphis, TN 38197 This new facility will be for the manufacturing boxes for the ecommerce and food protein industries. The request would not appear to negatively affect the surrounding neighborhood or land use, which primarily consists of light industrial uses. The new building will be a precast concrete panel system and is similar in appearance and layout to other nearby industrial buildings. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. The new building will be addressed from Leversee Road, which is classified as a Collector Street, and Leversee Road was upgraded and repaved in 2010 and is suitable for industrial development. The far southwest corner of the property is 800' north of West Airline Highway, which is classified as a Minor Arterial, and from the most northerly point of the property, it is approximately 1.25 miles to Highway 218, which is classified as a Principal Arterial. Highway 218 connects in the local and regional highway network system. The company provided numbers with an average of 100 to 110 trucks per day evenly spread across seven days a week. After three years and the facility is at full production, it is estimated that there could be 130 to 140 trucks per day Monday through Friday and 60 to 70 per day on Saturday and Sunday. Staff will explore the possibility of road improvements that could include turn -lanes if deemed necessary. There will also be 22 rail cars inbound and outbound on a regular basis. The request would not appear to negatively impact pedestrian conditions in the area. There are no recreational trails within the immediate area and no sidewalk is planned along Leversee Road. The nearest recreational trails are in George Wyth State Park a '/z of a mile to the south in Waterloo, and approximately % of a mile to the west at Big Woods Lake in Cedar Falls. ZONING HISTORY The property was rezoned to "M-2,P" Planned Industrial District on FOR SITE AND March 3, 1995, and this zoning action was put in place to allow for IMMEDIATE VICINITY: the buildout of an industrial park. The city has been opening SPA N of 3040 Leversee Rd — International Paper 28 Page 370 of 638 DEVELOPMENT HISTORY: BUFFERS/ SCREENING/ LANDSCAPING REQUIRED: DRAINAGE: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, EASEMENTS, ETC. April 8, 2025 phases of the Waterloo Air and Rail Park (WARP), and WARP 4th Addition is under construction to the north. Surrounding land uses and their zoning designations are as follows: North — Waterloo Regional Airport and vacant development ground, zoned "M-2,P" Planned Industrial District. South — Canadian National Railroad (CN) and Light Industrial uses, zoned "M-1" Light Industrial District. East — Waterloo Regional Airport and vacant development ground, zoned "M-2,P" Planned Industrial District. West — Low density residential uses and light industrial uses within the Cedar Falls city limits, zoned "M-1" Light Industrial District. The Waterloo Air and Rail Park has been actively developing since 2022 with the construction of Warp and Hyper Drives, creating shovel ready lots. Since that time, over 250,000 square feet of new buildings have been constructed, and with the construction of this new manufacturing facility, that new square footage will be closer to 1.231 million square feet. There is no buffering or screening as noted by Chapter 27, P, Buffers Required of the Waterloo Zoning Ordinance. No landscaping plan has been turned in at this time and one is required for the building permit issuance process, which will be under the Alternative Compliance regulations. A storm water detention plan has been created by the consulting engineer and the outlet is shown draining southwest from the detention basin in a 24" pipe to a 60' wide easement that is located at 3470 West Airline Highway. No portion of the property 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 0166G, dated May 8, 2024. George Wyth State Park is located approximately a 1/2 mile to the south, just south side of Highway 218. No schools or other public opens are within the immediate area of the site. The following public utilities are available to serve the site: • 12" sanitary sewer is in a 40' easement along the frontage of Leversee Road and the south side of the property north of CN. • 12" water main is in Leversee Road right-of-way. The site is served by private utilities that include gas, electric, internet, etc. SPA N of 3040 Leversee Rd — International Paper 29 Page 371 of 638 April 8, 2025 Picture 1: Looking north along Leversee Road from the Canadian National Railroad. Picture 2: Looking east from Leversee Road. SPA N of 3040 Leversee Rd — International Paper 30 Page 372 of 638 April 8, 2025 Picture 3: Looking southwest toward the Canadian National Railroad. RELATIONSHIP TO The Future Land Use Map designates this area as Industrial. The COMPREHENSIVE Comprehensive Plan notes the general description of Industrial as LAND USE PLAN: the following: "Intensive uses classified by the fact that they produce, manufacture, or assemble product." The proposed site plan amendment is in conformance with the Comprehensive Plan and Future Land Use Map for this area. STAFF ANALYSIS — The "M-2,P" Planned Industrial District is meant to permit the ZONING establishment of industrial parks and to provide for the orderly ORDINANCE: planned growth of industries in large tracts of land, 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. Specific things that are looked at in this section of the Zoning Ordinance is orderly growth and development, traffic patterns and compatible design and use be preserved. The new building will be 969,000 square feet, which 24,000 square feet of that area will be office space. Industrial and manufacturing plants require one parking space for each two employees on the maximum work shift. The first shift will have 84 employees, which requires 42 parking stalls and the employee parking lot will have 150 SPA N of 3040 Leversee Rd — International Paper 31 Page 373 of 638 STAFF ANALYSIS — SUBDIVISION ORDINANCE: April 8, 2025 parking stalls. Overall, there will be 219 employees working at the facility, and it will operate 24 hours, seven days a week. To the east behind the building, there are 200 parking spaces for semi -trailer storage, and that parking area is 10" Portland Cement Concrete. The building setback lines in the "M-2,P" shall generally not be less than 100', however, through the site plan amendment process, there is flexibility to deviate less than 100' if deemed there no significant impacts to the surrounding area and overall development of the Planned Industrial District. The setbacks of the building are the following: • North — 600' • South — 119.75' • East — 1,083' • West (Leversee Road) — 151' Parking areas can be extended into any required yard but shall not generally extend closer than 40' from the public right-of-way and Residential and Agricultural Districts. The employee parking and the south truck areas have a setback of 75' from the right-of-way line of Leversee Road. The Bulk Regulations of the "M-1" Light Industrial District shall be used as general guide in reviewing development plans in the "M- 2,P", which include height. The maximum height in the "M-1" is four stories or 48', with the height of the building at 46', two feet less than the maximum. Three ingress/egress points to and from the site are all shown from Leversee Road, two of which are for truck traffic on the north and south ends of the property, and the other for employee and visitor traffic in between the truck areas. This site was chosen by International Paper due to the ability for rail connectivity with the CN rail line to the south. The city is working with the Waterloo Regional Airport and Federal Aviation Administration to release land parcels for a another connection for the rail spur, and for future growth at the site. No platting is requested as part of this request. STAFF Therefore, staff recommends that the request for a site plan RECOMMENDATION: amendment to the "M-2,P" Planned Industrial District for the construction of a 969,000 square foot industrial/manufacturing building, located north of 3040 Leversee Road, be approved for the following reasons: SPA N of 3040 Leversee Rd — International Paper 32 Page 374 of 638 April 8, 2025 1. The new building and use are compatible with other uses in the area, which is primarily comprised of light industrial uses. 2. The request would not appear to have a negative impact upon the surrounding area. 3. The request would not appear to have a negative impact upon vehicular and pedestrian traffic in the area. 4. The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area, which designates it as Industrial. 5. The request helps with the expansion of WARP with more development, allowing the city to further develop the overall drainage system. This type of use, utilizing rail connectivity, is exactly what was planned for the site. Subject to the following condition(s): 1 That the final site plan meets all applicable city codes, including but not limited to parking, landscaping, drainage, etc., except as specifically altered by approval of the site plan amendment. SPA N of 3040 Leversee Rd — International Paper 33 Page 375 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 HYPER DR= 1 1 M-2,P LEVERSEE RD 10G�o z .n7.1 R-rN°R/ SUPERIOR WAYS X rm-1 N �a HAC=I OC°LN �a- �� °�A Cz_ACL LAKES0orRE DR (0.7.*--j C ' i M-1 GZ .W AIRLINE HWY M-t o SINE RD 0 WYTH RD M-1 C-Z O� North of 304o Leversee Road Site Plan Amendment International Paper 34 o., ')7a . F COO W 4 J City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 ce co w J Area of Site Plan Amendment SUPERIOR WAY O J cn' 1 ICI = i CO O Cr ----�— BUTw=R�nTLN=r-�� r- - HAZWC=.DLN—M O CC 0 Sources: Esri, Tu nh W AIRLINE HWY FAO, NOAA, USGS, © OpenStree:Map con`ributors, and the GIS Uscr Community North of 304o Leversee Road Site Plan Amendment International Paper 35 Pnnn Z77 of AZ W :'�` �,. E 1 RAIL 12 i 13 EXISTING MH (SAS-8) SW-301 (48in) I4 /\ 15 16 17 863 MOM/862 -411Pilililit0KRi i 1-° i i i i= vii it 1 1 1 I 4 4 witaiti lm 18 \ 19 co r \\ \cs �II' 110 112 I \ FUTURE STREET 113 ,861= 860 114 l 115 DETENTION TOP OF POND = 860.0' BOTTOM OF POND = 855.00' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/11 1 1 1 1 1 1 1 1 1 1 1 �1 �\1, 1 Ili! f 1 1 I I I Ii I I 1 1 1 1 1 1 867 116 J 7 1 862 0 1 1 1 51 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 S R Q P N M L K J H F E D c B A 859 - 860 , 8617 862 = 863 863g63 864 865 866 ---- 867 -- '868 -- / 869 870 I17 / I 11 11 1 11 111 — 118 119 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 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. © 2022 COMPANY NAME 4. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5. GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0% PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GRAPHIC SCALE 0 80' 160' 240' STAMP 5109 Nordic Drive Cedar Falls, Iowa 50613 Ph 319-266-0258 .cgaconsultants.com R P N L K J O I-< J Lv L�LW UJ 0 0 < Ce W CL c0 LEVERSEE ROAD WATERLOO, IOWA 50613 0 w 7N ow w u ooce O z 44. 44. N H F E D B C.3OO SHEET XX OF XX A 1 I2 13 I4 15 16 I7 18 19 110 112 113 114 115 116 117 118 119 Page 378 of 638 S © 2022 COMPANY NAME R P N L K J H F E D B A 12 13 WJ---i- —, ,-W----- �° `t, ++'+++++++++++++++++++++++17 <,-ten =r+ 14 15 16 17 18 i 11 I I 11 11 1 1I 1 - PLANT SCHEDULE: KEY BOTANICAL NAME 19 .',1,I 1 1 1 1. L -I -1 -1 1 1 -,1,1� 1: r r 1 1 1 1 1 -1=1-1*1,1+j,!,I',1',N,r,r,1,1,1,'1,'1,*1,'4'i'# t+r,1',r,t-t,1,1,'I.�1,+w+A'r*1'1't+r+t'1� ,,i, i, i, i, i, NL I 1 1 'I,'I,''' 4'L+1+1+1+1+1+,I+,t,t,�,1,1+I,+w+1,44 1+1+1+ , '1 Y++1+1+1,1,', 1+,1,,F ,, r,1,1 1 1 ,1++ 4'4+1+#+1+1+J+,t,t,t.t,1,l,7,+I++L+1'4+1+1+1+,1++1++1++1, COMMON NAME W— ,San W- W WW Sart—W = FO-----FO — QTY. SIZE Deciduous Overstory Trees OV AR GT Ostrya virginiana Acer rubrum 'JFS-KW78' Gleditsia triacanthos inermis ' Draves' 12 13 Autumn Treasure Hophornbeam Armstrong Gold Maple Street Keeper Honey Locust 9 (38' H & 20' W)4" B&B 10 (40' H & 12' W)4" B&B 8 (45' H & 20' W)4" B&B 15 I6 STREET LANDSCAPING REQUIREMENTS: # ZONING DESCRIPTION REQUIRED 110 112 113 114 115 w1I W t IWWW W W W W W W WW W WW W WW W IW W W W WW W W 1 6 W1 WW WI l W1 W1-I 1 WW 1WI IWWI r IWW t W1 WWWW rWWW WI WI 1 WW1W 1WWI WWrI IW I WIW WW WlWW WL IW11W1WIWIWwYWIWWWWIWIWIWIWWIWW�WIWIWI I!WIWIWIW LIJIWIWIWwrIVWYIWWIWIWQ11WIW1W1W1W J 1+I WWIWWIWr 14I4 14 IWIWl t lwIWIIW1� IWi J WIWIWIWwi11WIWIWI IW IWIIWI Y11 W WW WWWWWWWWWWWWWW W WIW1 1W 1 WI IW w11 WI I WI W I t l WI I. I W I IWI WW W W W W W W W W W W W W W W W WI w IA IV W W W W W WWW W W W W W W W WW W W WWWWWWWWWWWWWWWWWWW I WW W W W W W W W W W W W W W W W W —WSanw W-W-W W San WW W PROPOSED Chapter 5(10-5-1 (S)(2)) A minimum of 1.5 points per linear foot of street frontage must be met through the provision of treesm and plantings shall 1 comply with the Vegetation Ordinance as set forth in Section 7-5-3 of the Code of Ordinances. If circumstances do not allow plantings on the city parking, street tree points shall be placed in the street yard setback area. 17 18 19 2,602 Points (27 4" caliper trees) or (29 3" caliper trees) or (33 2" caliper trees) Ilo 2,700 Points (27 4" caliper trees) INLET FL, E.A" AECON"ECTION BY CITY 112 PARKING LOT LANDSCAPING REQUIREMENTS: # ZONING DESCRIPTION REQUIRED 116 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSED 117 11 ,11I 1 I I 1 1 1 , 1 Chapter 5(10-5-1 (S)(1)) The points required per square foot of vehicular use area shall be placed within islands in the vehicular use area and/or within five feet(5') of the perimeter. There shall be .04 points per square foot of vehicular use area. 113 114 WAIVED 115 116 WAIVED 118 119 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 SPECIFIED PLANTING BEDS (SEE LANDSCAPE CONSTRUCTION NOTES) 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. STAKE 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. REMOVE STAKING AT END OF WARRANTY PERIOD. 9. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SEEDED WITH TYPE 1 GRASS OR OTHER SURFACING MATERIAL AS APPROVED BY THE OWNER. 10. CONTRACTOR SHALL PLACE TOPSOIL FROM THE SITE OR SOIL CONDITIONED OR TILLED INTO THE TOP 6 INCHES WITH AT LEAST A 5% ORGANIC CONTENT, INTO REQUIRED PLANTING AREAS (YARD AREAS, BUFFER YARDS, OR PLANTERS). 11. STOCKPILED TOPSOIL SHOULD BE PLIABLE LOAM, SECURE FROM NATURALLY WELL -DRAINED AREAS, FREE OF ADMIXTURE OF SUBSOIL, FREE FROM CLAY LUMPS + STONE AND OTHER DEBRIS OVER 1 INCH IN DIAMETER. (PER IOWA DOT SPEC. SP-155079) 12. TOPSOIL SHALL HAVE A PH VALUE OF MINIMUM 5.5 AND MAXIMUM OF 7.0. (PER IOWA DOT SPEC. SP-155079) 13. CONTRACTOR IS RESPONSIBLE FOR TESTING TOPSOIL AND SUBMITTING TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO USE AND PLACEMENT. (PER IOWA DOT SPEC. SP-155079) LANDSCAPE CONSTRUCTION NOTES: TYPE 1 (PERMANENT LAWN MIXTURE) TYPE 2 (PERMANENT COOL -SEASON SLOPE AND DITCH MIXTURE) C• TYPE 3 (PERMANENT WARM -SEASON SLOPE AND DITCH MIXTURE) SITE INFORMATION: COMPLIANCE: OVERALL TOTAL SITE AREA: = 4,169,369.28 SF (95.71 AC) TOTAL SITE FRONTAGE: = 1,734.65 LF ON -SITE TOTAL BUILDING AREA: = 971,160 TOTAL SIDEWALK/STOOP AREA: = 10,377 SF TOTAL VEHICULAR AREA: = 746,805 SF TOTAL GRAVEL AREA: = 990 SF TOTAL TYPE 1 SEEDING AREA: = 2,028,502 SF (48.65%) TOTAL TYPE 2 SEEDING AREA: = 231,819 SF (5.56%) TOTAL TYPE 3 SEEDING AREA: = 179,752 SF (4.31%) OFF -SITE TOTAL VEHICULAR AREA: = 4,596 SF TOTAL TYPE 1 SEEDING AREA: = 2,268 SF OVERSTORY TREES 4" CALIPER OR GREATER 3" CALIPER OR GREATER 2" CALIPER OR GREATER 4" OR GREATER CALIPER POINTS/INCH UNDERSTORY TREES = 100 POINTS = 90 POINTS = 80 POINTS = 25 2" CALIPER OR GREATER = 40 POINTS 1 2 " CALIPER OR GREATER = 30 POINTS 1" CALIPER OR GREATER = 20 POINTS SHRUBS 5 GALLON OR GREATER = 10 POINTS 2 GALLON OR GREATER = 5 POINTS CONIFERS 10' HEIGHT OR GREATER = 100 POINTS 8' HEIGHT OR GREATER = 90 POINTS 6' HEIGHT OR GREATER = 80 POINTS 5' HEIGHT OR GREATER = 40 POINTS 4' HEIGHT OR GREATER = 30 POINTS 3' HEIGHT OR GREATER = 20 POINTS GRAPHIC SCALE 0 80' 160' 117 118 119 240' STAMP ____ R P N M Clapsaddle-Garber Associates, Inc (/s 5109 Nordic Drive 1 Cedar Falls, Iowa 50613 Ph 319-266-0258 www.cgaconsultants.com L K J • • A NEW 30' CLEAR FACILITY FOR: PROJECT BLACKHAWK LEVERSEE ROAD WATERLOO, IOWA 50613 H G F E D c B OVERALL SITE I PLAN a o LOGGED ISSUED DATE 2025-03-14 REVIEW SET JRA NO. 24479 0 0 > >- >- 0 V) w • 400 SHEET XX OF XX A 4 37 Page 379 of 638 �11 i (12 i 113 i (14 (15 (16 i 117 i 118 i I19 © 2025 ANDREW CHURCHILL ARCHITECT, P.C. EXTERIOR COLOR SCHEDULE ITEM MFG. COLOR CONCRETE WALL PANELS COLOR A - - COLOR B - - COLOR C - - COLOR D - - ALUM. WINDOW & DOOR FR. MANUFACTURERS STANDARD CLEAR ANODIZED GLASS VITRO ARCHITECTURAL GLASS (PPG) SOLARGRAY + SOLARBAN 60 (3) CLEAR CANOPY FASCIA PANELS - - CANOPY SOFFIT PANELS - - CANOPY COPING - - HOLLOW METAL DOORS - MATCH ADJACENT FIELD COLOR HOLLOW METAL FRAMES - MATCH ADJACENT FIELD COLOR OVERHEAD DOORS MANUFACTURERS STANDARD WHITE BUILDING COPING - - STEEL BOLLARDS MANUFACTURERS STANDARD SAFETY YELLOW STEEL STAIRS & GUARDRAILS MANUFACTURERS STANDARD GUTTERS - - DOWNSPOUTS - - EXTERIOR WALL MTD. LIGHTS MANUFACTURERS STANDARD WALL LOUVERS MANUFACTURERS STANDARD CLEAR ANODIZED 00000 �0❑ WINDOW ELEVATIONS z0.<0 H200 Z 0 N w � 0 0 N O Z a U O _ W„._~ V aowwo z> 0 ¢ p Z_ZCJw� W 0 r� N Ce n w = Z ��>30UCM, R y = i= Z 0 0 - V UM Ca Et Z Qp p p U. Z r=5 o W y Q W o o cci U P °° °° c W r- r` CefCJI Et a U < 1 a p . u z o , o N it N ai c • O U Q m co , o P u (0 U m U Z s - -t o Q o a7 z c7 N a N 52 I` c L20 1 /4" = 1 '-0" A301 4 4 4 I I I MATCH LINE MATCH LINE SEE EAST SEE EAST ELEVATION 'G' 1 ELEVATION 'B' I I I O c B I 0 0 0 0 o L EAST ELEVATION w Z ce � 0 uj Z v J W F� J J z >o H2O 1" = 30'-0" A301 Q Q Q O MATCH LINE SEE WEST ELEVATION 'A' MATCH LINE SEE WEST ELEVATION 'F' 4 Y Y O e ■■ ■■ o-- ■■ ■■ ------ ■■ ----- ■■ ■■ o ■■ ■■ ■■ a ----- ■■ —I--I--- 1 I I ■■ o ■■ ■■ ■■ ■■ M 0 ❑❑ I l� J m J a a a a cM 11.1 WEST ELEVATION F20 ' = 30'-0" A301 18 17 16 15 14 13 12 11 MATCH LINE SEE NORTH ELEVATION 'A' MATCH LINE SEE NORTH ELEVATION 'B' 9 8 7 b 5 4 3 2 I ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ —. I��/�` I IL^�I ' IF)/�` I IL^�I IF)/�` I IL^�I IF �` I IL��I ' ExA71 71 71 71 71 71 71 71 71 71 ��/� 1 r r r r r F - - - o 0 0 0 o o - 0 0 0 0 0 0 T ' I��v/�` I I��v/�` I I��v/�` I I��v/�` I I��v/�` I ' I��v/�` I I��v/�` I I��v/�` I I��v/�` I I��v/�` I I��/�` I I��/�` I I��/�` I 1 ' IV�/A ' Ir ILX ILX I ILX I ILX I ILX I ILX I ILX I ILX I ILX I ILX I ILX I ILX I ILX I L^� �X� �X� �X� A LAVA IL^�I IL^�I ILXI IL^I IL^I IL^I IL^I IL^I IL^I T NORTH ELEVATION t LL i -1 aW LL U J O 0 04 CL CO 3230 LEVERSEE ROAD WATERLOO, IOWA 50613 Z _ 0 U K F N — 0 U 0 C20 1 " = 30'-0" A301 ??? Cm Cm-11 �Cmfi OD-11 OD MATCH LINE SEE SOUTH ELEVATION 'F' MATCH LINE SEE SOUTH ELEVATION 'G' 11 12 13 14 15 16 Ifs Ifs m m m m m m m m SOUTH ELEVATION w 0 N9999 >(c�l C'1 Lcq w o 0 0 0 N N N N 0 0 0 0 0 z A20 ' = 30'-0" A301 A3O1 SHEET X OF XX 2 3 4 5 6 7 8 9 (10 113 114 115 116 117 118 119 F E y B W J W firt 0 38 Page 380 of 638 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 110 111 112 113 114 115 116 1 117 1 118 1 119 1 © 2025 ANDREW CHURCHILL ARCHITECT, P.C. P N — _ M Y Y 16 15 1 13 12 11 10 MATCH LINE MATCH LINE DRAWINGS ARE SUBJECT TO NUT FOR REVISION. CONTRACTOR SHALL VERIFY CURRENT DRAWING DATE WITH THE ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION Z 0 U 0 Ce R 4 Z 0 -V Et Q0 13 W AND1 EW CH171';CHILL A I', CHITECT, RC. 7222 North Shadeland Avenue, #200 317.806.1060 Indianapolis, Indiana 46250 FAX 317.806.1061 www.JRA-ARCH.com JRA@JRA-ARCH.com - (/) W et Illm 0 - N - M I I I 6' 9" W8 6-0' 47' 3" )fr6' I W8 0" W8 48' 0" i 6' 0" 1 I ,, 48' 0" W8 6' 0" 5' 3" I 42' 9" W8 b' 0" 1 1 3" I 36' 9" W8 6' 0" 17 3" I 30' 9" WS b' 0" SEE NORTH ELEVATION 'A' 23' 3" SEE NORTH I ELEVATION 'B' 4. 24'-9"4 PRE MTL. Y ALUM.STOREFRONT oil - -FINISHED COPING (TYPO) EL. 141' b" GLAZINGPkW (TYP.) — — ------------------------------------------- EL.136'0" EL.138'9 _ T.O. CONC. PANEL --------- _ ��_ _ T.T.O. CONC. PANE_ T I.O. CONC. PANEL I _I I _ EL. 133'-0" C.L. REVEAL EL.126'-0" ® I rI C.L. REVEAll_ EL.123'-0" C.L. REVEAL EL.116'-0" C.L. REVEAL HORIZ. REVEAL (TYP.) INSUL. CONC. WALL IV - PANEL (TYP.) — I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I\X/I I \X/I I\X/I — I\X/I I\X/I I\X/I PANEL JT. (TYPO) o o o 0 0 o o 0 0 0 /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ /K.O\ 1 /K.O\ I /K.O\ I /K.O\ /K.O\ /K.O\ /K.O\ EL.100'-0" IL �I IL �I IL �I IL �I IL �I IL �I I� �I IL �I IL �I IL �I IL �I I� �I I� �I I� IL �I IL �I IL �I - FIN. FLOOR — — — — — — — — — — — — — I 1� 1 I� D a ��� — — — 0 0 a 1 D q W W n �, W L � HML. DOOR (TYP.) DOCK SHELTER STL. STAIR (TYPO)DOCK BUMPERS (TYP.) (TYP.) STL. DOCK DOOR (TYP.) DOCK LEVELER (TYP.) DOCK RESTRAINT (TYP.) NORTH ELEVATION 'B' L20 1 / 16°=1 '-0" A302 - 10 MATCH LINE MATCH LINE Y 8 7 6 © 4 3 2 1 L 0 > 0" SEE NORTHSEE ELEVATION 'A' 23' 3" NORTH 1 ELEVATION 'B' 24' 9" W8 6' 0" 1 29'-3" 18'-9" W8 6' 0" 35' 3" 1 12' 9" W8 6' 0" 41' 3" 1 6' 9" W8 b' 0" 47 3" I W8 6' 0" 48' 0" ®1 b' 0" I , 59' 3" 1 1 1 I EL.144'-0" / di, — — I T.O. CONC. PANEL EL. 141'-6" ALUM. STOREFRONT l I - — — — — — — — — — — — — — — — — — — — -- T.O.CONC.PANEL GLAZING (TYPO) --- ---- L T.O.CONC.PANEL K 0 et ---- H — — — — — — — I— — — — — — — —I T.O.CONC.PANEL D ® 1 1 EL. 126'-0" EL. 126'-0" �.L. REVEAL �O. CONC. PANE_ .w 0 Z - 0 U J li - EL. 124' 0' T.O. CONC. PANE EL.119'-0' C.L. REVEAL is 1 EL.116'-0" to C.L. REVEAL — — — — — — — — — — — — I \ / I I \ / I \ / I I \ / I I \ / I I \ / I I \ / I I \ / I I \ / I I \ / I I \ / I I \ / I — — EL.103'-0" o o o X o 0 0 0 0 o X X o 0 0 0 o X X X X X X X X X I I I I I I I I I I I I I I I I I I I I I I I — �.L. REVEAL /K.O\ IL—�I /K.O\ IL—� /K.O\ IL—� /K.O\ IL—� /K.O\ IL—� /K.O\ IL—�I /K.O\ IL—� /K.O\ IL—� /K.O\ IL—� /K.O\ IL—� /K.O\ IL—� /K.O\ IL EL.10o'0" A NEW 30' CLEAR FACILITY FOR: PROJECT BLACKHAWK 3230 LEVERSEE ROAD WATERLOO, IOWA 50613 0 Q W y 4 H 11.1 J W Et Imi 0 Z G - F - E D �Q 0 �� i� FIN. FLOOR w n r niCI DOCK SHELTER DOCK BUMPERS (TYP.) (TYP.) STL. DOCK DOOR (TYP.) DOCK LEVELER (TYP.) DOCK RESTRAINT (TYP.) NORTH ELEVATION 'A' H2O 1 / 16"=1 '-0" A302 G - F _ E Y 2 3 4 5 6 Y 8 9 MATCH LINE MATCH LINE I 1 1 1 b" 5' 0" 6' b" O 6' 0" 39' 0" 1 5' 0" O 6' 0" 39' 0" I 6/5' 0"� 6' b" W8W8 O 6' 0" 39' 0" I 15' 0" O 6' 0" 39' 0" 1 b�5' 0"� 6' b" W8 O 6' 0" 39'-0" 1 27'-0" W8 O 6'-0" ELEVATION 27'-0" SEE SOUTH 'F' X SEE 1 ELEVATION 6>5-0"/ SOUTH 'G' 18'-6" PANEL JT. (TYP.) EL. 146' 0" SSCUCU OW PER (TYPO) ALUM. STOREFRONT GLAZING (TYP.) 43'- T.O.CONC.PANEL L- 1---�--- -------------- — 1 1 — ---+---+---+---+---� TI I — ---+---+---+---- — l 1 lol ---1 ---- EL. 142'- I I I I I I I I T C.L. REVEAL HORIZ. REVEAL (TYPO) EL.133'-0_� C.L. REVEAL HED MTL. PRECOPING (TYP.) EL. 126'-0" ® lug ® lug lug C.L. REVEA� � EL.124'-0" T.O. CONC. PANEL EL.119'-0" - 0 C.L. REVEAL EL.116'-0" r 0 C.L. REVEAL INSUL. CONC. WALL PANEL (TYPO) EL. 103'-0" — — C.L. REVEATL EL. 100'-0" -- N. �� 0 FIN. FLOOR T ALUM. STOREFRONT �N' - l 1 - I GLAZING (TYP.) HML. DOOR (TYP.) STL. STAIR (TYP.) _ — — — - SOUTH ELEVATION 'F' D20 0 D Q /�/ Et - 1/16"=1'-0" A302 p C B A 10 MATCH LINE 11 MATCH LINE 12 13 Y 15 Y 17 8 SEE SOUTH ELEVATION 'F' U' 0" J3' SEE 1 ELEVATION 6" SOUTH 5' 0" 'G' 18' b" W8 6' 0" 2T 0" 1 2T 0" W8 6' 0" 18' b" 0"�' b I 39' 0" W8 6' 0" 15' 0" I 27' 6" 0"� 6' 6" W8 6' 0" 5' 0" I 39' 0" W8 6' 0" 15' 0" J�3' I 6�5' 0"� 30' b" W8 6' 0" 15' 0" I 39'-0" W8 6' 0" b' b" 5' 0" 6 1 �5' �5' 1 4' ALUM. STOREFRONT GLAZING (TYP.) OVERFLOW SCUPPER I PRE FINISHED MTL. COPING (TYPO) (TYP.) EL. 146' 0" 1— J T.O.CONC.PANEL ELEVATIONS & DETAILS 0a 0 LOGGED ISSUED 0 I I — — — — ---------------- I I -- I I — — — — — — - — — — — — --- — — — - — — — — — — — — — — ---------- 1 EL. 142'-3" C.L. REVEAL EL. 133'-0" DATE (YYYY-MM-DD) 2025-02-13 REVIEW JRA NO. 24479 C Q Et 0 C.L. REVEAL ® ® ® ® ® EL. 126' 0" J.L._ REVEAL EL. 123' 0" C.L. REVEAL 116' 0" a Q r3333 >-w w w w Nwcew� Z N (V N (h M N 0 0 0 0 w CD 0 LU © 0 N N © N Q W �/� 0 B 4 111 -Et . C. C.L. REVEAL HORIZ. REVEAL (TYP.) INSUL. CONC. WALL PANEL (TYP.) PANEL JT. (TYPO) i� EL.100'0" h FIN. FLOOR HML. DOOR (TYPO) STL. STAIR (TYP.) A302 SHEET X OF XX 0 A Z SOUTH ELEVATION 'G' A20 1/16"=1'-0" A302 1 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 110 1 I11 1 112 1 113 1 114 1 115 1 116 1 117 1 118 1 119 1 39 Page 381 of 638 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 110 111 112 113 114 115 116 1 117 1 118 i 119 i 1 © 2025 ANDREW CHURCHILL ARCHITECT, P.C. - N - M 0 V U Y S OR 0 N M MATCH LINE OL MATCH LINE DRAWINGS ARE SUBJECT TO NOT FOR REVISION. CONTRACTOR SHALL VERIFY CURRENT DRAWING DATE WITH THE ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION Z 0 U 0 Ce R - 0 Z 0 -V Et 40 LL CI l AND1'EW CHU1CHILL ARCHITECT, RC. 7222 North Shadeland Avenue, #200 317.806.1060 Indianapolis, Indiana 46250 FAX 317.806.1061 www.JRA-ARCH.com JRA@JRA-ARCH.com - /1 ` W Ce - 0 N - M 24'-6" 6'-0" 63'-0" W8 6'-0" 1 50'-0" 1 ' 6� W8 6'-0" / 1 40'-b" 4. 20'-3" W8 6'-0" 23'-9" 1 4. 46'-8" 5' (�" I W8 6'-6" i 6'-0" i 35'-10' I W8 18'-2" i 6'-0" 25'-10" 1 ' 8' ,5' 0" W8 30'-6" i 6' 0" )'-104. 1 38'-8" I 6'-4" W8 12'-2" i 6' 0" SEE EAST �{ ELEVATION 'G 31'-10" SEE EAST ELEVATION 'B' , 22'-2'4 PRE -FINISHED MTL. / / EL.147'-b" / EL.149'-0" / / �T /5'-0"/ COPING (TYP.) _ T.O. CONC. PANE T.O. CONC. PANES - EL. 146'-0" di T.O. CONC. PANEL L - - - - EL. 142' 3" r ALUM. STOREFRONT C.L. REVEAL `GLAZING (TYP.) OVERFLOW SCUPPER (TYP.) ----�- - --- EL.133'-0" --- , L 1 1 lotJ C.L. REVEAL _1- ll- EL.126'-0" ® ® ® I I I ® ® ® 4— C.L. REVEA� EL.123'-0" C.L. REVEAL EL.116'-0" C.L. REVEAL HORIZ. REVEAL (TYP.) INSUL. CONC. WALL PANEL (TYP.) PANEL JT. o 0 0 0 0 0 0 (TYP.) EL. 100'-0_ o o ^'� FIN. FLOOR ��%, jj n n n n p ❑ p ❑ - Ilr II W m hl � I IL.II STL. STAIR (TYP.) HML. DOOR (TYP.) DOCK SHELTER DOCK BUMPERS (TYP.) (TYP.) STL. DOCK DOCK DOCK DOOR (TYP.) LEVELER (TYP.) RESTRAINT (TYP.) - EAST ELEVATION 'G' L20 1 / 16°=1 '-o" A303 K------- H MATCH LINE MATCH LINE G Y 0 D Y B A L - 0 31'-10" SEE EAST ELEVATION 'G' SEE EAST I ELEVATION 'B' 22' 2" W8 60" 21' 10" IZ 8' 8" 0"/ 30' 6" W8 I 6' 0" I 49' 10" ' 8"/5' 0' 6' b" W8 6' 0" 27 10" 1 26' 2" b' W8 0" 6' b" 5' 0'/ 6' 4" 1 48' 2" I® '-0" 30' 6" 5' 0"/ 10' 4" I 20' 2" W8 6' 0" 23' 10" 1 30' 2" W8 b' 0" 3' 10" 1 ' 8"/5' 0" 40' 4" I 4. 011 / /5' / / / / [ALUM. STOREFRONT OVERFLOW PRE -FINISHED MTL. COPING (TYP.) EL. 136' 0" l I K Ce , w yj Z 0 U GLAZING (TYP.) SCUPPER (TYP.) - �O.CONC.PANEL --- ---- - - ---- --- - - - - - - -- -------------------------------------------------�-� -� I - - ------ O l ---- 1 ----------------------11� EL.133'-0" ---------------------- -L ---------------------- -------� ---+-------- C.L. REVEAL EL. 126' 0" J.L. REVEAL—ek EL. 123' 0" C.L. REVEAL EL. 116'-0" C.L. REVEAL HORIZ. REVEAL (TYP.) INSUL. CONC. WALL PANEL (TYP.) PANEL JT. (TYP.) EL. 100'-0" J w/ A NEW 30' CLEAR FACILITY FOR: PROJECT BLACKHAWK 3230 LEVERSEE ROAD WATERLOO, IOWA 50613 0 IL CI tin 4 H W W Et — Et 0 Z G - F — E 11 FIN. FLOOR EAST ELEVATION 'B' H2O 1 / 16°=1 '-o" A303 G - F- E A B C OD E F G H J K OL MATCH LINE MATCH LINE I 43'-0" W8 6'-0" 1 1 jI"5'-6" 5'-0" I 39'-6" c'-0' W8 6'-0" 30'-6" 5'-0" 5'-6' I 13'-0" W8 6'-0 I 31'-0" 23'-0" W8 6'-0" 6'-6" 5'-0" I 9'-6" 33'-0" W8 6'-0" 11'-0' I 43'-0" W8 6'-0" 1 I ""5'-6" 5'-0" 1 39'-6" 15'-0" W8 6'-0" 18'-6" 5'-0" 1 5'-6" 25'-0" W8SEE 6'-0" ELEVATIONSTION ' 1 19'-0" WEST ELEVATION'F' 39'-0' PRE -FINISHED COPING MTL. (TYP.) EL. 136'-0" OVERFLOW ALUM. STOREFRONT T.O.- CONC. PANE_ SCUPPER (TYP.) GLAZING (TYP.) EL. 133'-0" - - - - - I - - I C.L. REVEAL - - - EL. 126-0" ICU ICU I I I I I C.L. REVEAll_ EL.123'-0" i - - - C.L. REVEAL •' EL.116'-0" - - - - - - - - - C.L. REVEAL HORIZ. REVEAL (TYP.) INSUL. C WALL PANEL (TYP.) PANELEL JT JT. (TYP.) EL.100'-0" o --_—� -- o - FIN. FLOOR C — — — — — — — — WEST ELEVATION 'A' D20 - Z D Et ��/� \/ ZL.REVEAL 1/16°=1'-o" A303 p C B A MATCH LINE OL MATCH LINE M N P 0 R i T Y V W X SEE WEST ELEVATION 'A' 19' 0" x SEE WEST I ELEVATION 'F' 39'-0" W8 6'-0" 5'-0"1 1 -6"5'-0" 43'-6" I 11'-0" W8 b' 0" 33'-0" I 9'-6' 5' 0" 18'-6" W8 6'-0" 11'-0" 1, I 43'-0" W8 I 6'-0" 1' 5'-6" 5'-0" 39'-6' 1 15'-0" W8 6'-0" 29'-0' I 25'-0" W8 6'-0" 19'-0"le 1 35' 0" W8 6' 0" 9' 0" I 1, I 7'0" W8 6' 0" 37'0" I EL. 149'-0" EL. 147'-6" PRE -FINISHED MTL. —T0. COPING (TYP.) - CONC. PANE _ rTO. CONC. PANE - EL. 146'-0" — J T.O. CONC. PANE ELEVATIONS & DETAILS aw O O J ISSUED 0 ' ` r ALUM. STOREFRONT GLAZING (TYP.) OVERFLOW SCUPPER (TYP.) C.EL.142'-3" 1 r— — -- -- JI lol EL. 133' 0" --L I I C.L. REVEAL DATE (YYYY-MM-DD) 2025-02-13 REVIEW JRA NO. 24479 C V Et Et 0 - ® 1I ® 1 1 EL. 126' 0" _I.L. REVEAL EL.123'-0" C.L. REVEAL EL. 116' 0" C.L. REVEAL a Q }u,u,u,u, >- ,uu, ummmm N - N O N N c6 M 0 0 0 0 wo0 w N N N 0 o Q Ill v ) B 4 W W _ Ct HORIZ. REVEAL (TYP.) INSUL. CONC. WALL (TYP.) PANEL JT. (TYP.) 0 0 EL.100'-0" + + '— �� _—_ �\I FIN FLOOR �'■►�1 L----- L - OUTLINE OF SILO (TYP.)DOCK BUMPERS (TYP.)STL. DOCK DOOR (TYP.)DOCK DOCK SHELTER BUMPERS (TYP.)STL. (TYP.) DOCK DOCK LEVELER DOCK RESTRAINT DOOR (TYP.)HML. (TYP.) (TYP.) DOOR (TYP.)N STL. STAIR (TYP.) A303 SHEET X OF XX 0 A Z WEST ELEVATION 'F' A20 1,, 6"=1 '-o" A303 1 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 -I 9 1 110 1 111 1 112 1 113 1 114 1 115 1 116 1 117 1 118 1 119 1 40 Page 382 of 638 MILLER VALENTINE CONSTRUCTION Project Blackhawk 3230 LEVERSEE ROAD -WATERLOO, IOWA 50613 ANDREW CHURCHILL A r c h i t ect P.C. I 18 MARCH 2025 7222 North Shadeland Avenue, #200 Indianapolis, Indiana 46250 317.806.1060 FAX 317.806.1061 © 2024 JRA ARCHITECTURE #24479-Y 41 Page 383 of 638 APPLICATION SITE PLAN AMENDMENT loe TO A "R-P", "M-P", "C_P", `B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMIIVENG, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment x Individual Building Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name — Business Name if Applicable (please print): International Paper Address: 6400 Poplar Avenue Phone: (901) 417-3126 City: Memphis Fax: State: TN Zip: 35197 Email: Iames.baumer@ipaper.com b. Status of applicant: (a) Owner (b) Other x (CHECK ONE): If other explain: Jim Gilbert - Miller Valentine Construction, applying on behalf of International Paper c. Property owner's name if different than above (please print): 2c %me at, Address:1S`jYVIIALogfeetiT City: 6Uc 5 State: Phone: 341 ' 211` `E34hz, Fax: Zip: '-CDT b 3 Email: 2. PROPERTY INFORMATION: a. General location of site plan to be amended: 3230 Leversee Rd, across from Rail Way, North of W. Airline HWY, 50703 b. Legal description of property or portion to be amended: c. Dimensions of proposed site plan amendment: Irregular, see attached Site Plan d. Area of proposed site plan amendment: 96 Acres e. Current zoning: M-2, P f. Reason(s) for site plan amendment and proposed use(s) of property: Combination of Parcels required to accomodate new 969,000 SF manufacturing building g. Conditions (if any) agreed to (does not affect existing conditions unless specified): h. Other pertinent information (use reverse side if necessary): PIease Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of$200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties ofpeijury that all information on this request and submitted along with it is true and correct. Al 'fort :lion suhr ` Commission and the Water to ent Signature of pw hletZ nitted will be used by the Waterloo Planning, Programming, and Zoning oil in making their decision. The undersigned authorize City Zoning Officials ds to the request. 3/26/2026 Date Signaure of (34A4erL1- Date Page 384 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Sale and conveyance of city -owned property located north of 2119 West 8th Street. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a request to authorize the sale and conveyance of city -owned property located north of 2119 West 8th Street in the amount of $5,000.00 to Arch Homes, LLC., and a development agreement for the construction of a twin -home with an approximate value of $360,000.00. Attached are details of the new dwellings, including a rendering of what it will look like, a plat of survey showing the land the city would convey through the development agreement and an aerial map. The sale of the property will be $5,000.00, and this development qualifies for the infill housing incentive, and upon substantial completion, the developer would receive an incentive of $5,000.00 per unit, plus a refund of the purchase price. The City is going to retain the 20' parallel to the top of the concrete channel along Dry Run Creek to have a means of access for maintenance, construction, etc. NEIGHBORHOOD IMPACT This will have a positive impact upon the surrounding neighborhood, as the new dwellings will help with further stabilization of the area by adding new construction and higher assessed value and this meets the goals of more housing in the City. DATA, ANALYSIS, AND STRATEGIES Housing and Economic Development IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES Page 385 of 638 Nuisance Bonds ALTERNATIVE ACTION LEGAL DESCRIPTION Parcel "A" as set forth in Plat of Survey filed March 20, 2025 as Doc. No. 2025-3720 and more particularly described as: That part of Lots 1 and 2, in Block 3, "Liberty Addition" in the City of Waterloo, Black Hawk County, Iowa, is described as follows: Beginning at the Southwest corner of said Lot 2, point being a found 1 "o.d. steel pinched pipe, being the point of beginning; thence along the West line of said Lots 1 and 2 Due North a distance of 149.95' feet to the Northwest corner of said Lot 1, point being set'/2" rebar with license #23212; thence South 43°24' East a distance of 111.15 feet to a set'/2" rebar with license #23212; thence South 31 °11' East a distance of 47.85 feet to a set'/2" rebar with license #23212; thence South 00°03'/2' East a distance of 29.55 feet to the South line of said Lot 2 and a point 60.0 feet Westerly of the Southeast corner of said Lot 2, point being a set'/2" rebar with license #23212; thence along said South line North 89°151/2' West a distance of 101.2 feet to the point of beginning. Containing 9,640 sq. ft. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The West lines of said Lots 1 & 2 is assumed to bear Due North for this description. Parcel letter approved by County Auditor's Office ATTACHMENTS 1 Development Agreement 2. Exhibit B - Housing Plans and Description 3. Plat of Survey 4. Aerial Map Page 386 of 638 Preparer: Tim Andera, City of Waterloo, 715 Mulberry St., Waterloo, Iowa 50703 (319) 291-4366 After recording, return to Community Planning & Development, 715 Mulberry Street, Waterloo, !A 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of , 2025 by and between Arc Homes, LLC ("Company"), and the City of Waterloo, Iowa ("City"). RECITALS A. Company is willing and able to finance and construct a duplex dwelling and related improvements on property located in the City of Waterloo as an infill lot in an established residential neighborhood, as described on Exhibit "A" attached hereto (the "Property"). B. City considers infill residential development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives to encourage that goal. City believes that such development is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the Project (defined below) is being undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms of this Agreement, City shall convey the Property to Company for the sum of $5,000.00 (the "Purchase Price"). Conveyance by City shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. 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 1 Page 387 of 638 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. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Company. Company shall construct at its own expense on the Property one (1) twin home as further described and depicted in Exhibit "B" attached hereto, consisting of no less than 1,464 square feet on each side with an attached garage for each of 414 to 484 square feet and having an estimated value of $360,000.00 for the entire structure upon completion. The Improvements shall be completed to a finished state, including installation of paved driveway, removal of all construction debris, proper leveling or shaping of groundscape and grassing andior landscaping (construction and finishing as so described are referred to as the "Improvements"). The Improvements shall be constructed in accordance with the terms of this Agreement, all applicable City, state, and federal building codes and shall comply with ail applicable City ordinances and other applicable law. Company shall submit specific building designs and site plans for City review and approval before the commencement of construction and shall not substantially deviate from such plans, specifications or designs. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. The Property, the Improvements, and all site preparation and development -related work to be undertaken and completed by Company under this Agreement are collectively referred to as the "Project". 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to cause the Project to be undertaken and to construct the improvements in a timely manner constitutes a material inducement for the City to extend the incentives provided for in this Agreement, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), Company must commence construction of the Improvements within six (6) months after the date of this Agreement and must Substantially Complete construction no later than fourteen (14) months after the date of this Agreement (the "Completion Deadline"). For purposes of this Agreement, "Substantially Complete" means the date on which the Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto and the City has verified that any Project element for which no permit was necessary has been Substantially Completed. If Company has not constructed the Improvements within the required period or any extended period, then City may terminate this Agreement as set forth in Section 14, title to the Property shall revert to the City, and City shall have no further obligation hereunder, 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 construction has 2 Page 388 of 638 commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Completion Deadlines by a number of days equal to the number of days lost as a result of Unavoidable Delays, and thereafter if construction is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 14, title to the Property shall revert to City, and City shall have no further obligation hereunder with respect thereto. If City terminates this Agreement, Company shall not be entitled to a refund of the Purchase Price, whether in whole or in part. 4. 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 the Property that is free and dear of any lien, claim, charge, security interest, mortgage, encumbrance or past -due or currently due property taxes (collectively, "Liens") arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Property. 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 after 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 irrevocably 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, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Company's failure to carry on or complete same, or any Lien or Liens on or against the Property of any type or nature whatsoever that attach to the 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. The company's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 5. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services from street right of way to any location on the Property and for payment of any associated connection fees. 6. Incentives. To aid in the Project, City will provide the following incentives: 3 Page 389 of 638 A. Infill Housing Grant. As provided in the City's infill housing policy, City will pay Company a grant of $10,000.00 (the "Infill Grant") within ninety (90) days after Improvements have been verified by City as Substantially Completed. B. Refund of Purchase Price. City will refund the Purchase Price to Company in full on the same terms as its payment of the Infill Grant, C. Partial Tax Exemption. Because the Property is located in a designated City Limits Urban Revitalization Area (CLURA), the Property is eligible for tax exemption consistent with and to the extent provided for in Iowa law and City ordinance, provided that Company or its successor in title meets all requirements to qualify for such exemption. 7. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows: A. Until the Improvements have been 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. B. 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 where the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Company. 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. 8. No Encumbrances; Limited Exception. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any Liens on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City before Company executes any such mortgage. Company may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. 9. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project thereon, 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 4 Page 390 of 638 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. 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. 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 5 Page 391 of 638 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 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 employees, contractors or agents, or any other person who may be about any of the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever, by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the construction, installation, ownership, and operation of the Improvements, or (3) otherwise as a result of or in connection with the Project or Company's failure to carry on or complete same. C. The indemnification obligations under this Section shall include attorneys' fees and expenses incurred by any indemnified part. The provisions of this Section shall survive the expiration or termination of this Agreement. 13. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements on the Property to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Company of any interest (either directly or indirectly) in the Improvements or this Agreement, without the prior written consent of City; 6 Page 392 of 638 C. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; D. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to the Property. E. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 14. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement, in whole or in part. Before exercising such remedy, City shall give 30 days' written notice to 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. 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. 7 Page 393 of 638 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. 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. 16. 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. 17. 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. 18. 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, fax number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at PO Box 102, Cedar Palls, Iowa 50613, Attention: Matthew Hein, Member. 8 Page 394 of 638 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. 19. 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. 20. 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. 21. 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 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. 22. 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. 23. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 24. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 25. Entire Agreement. This Agreement, together with the exhibits attached hereto, if any, constitutes the entire agreement of the parties and supersedes all prior or 9 Page 395 of 638 contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 26. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA ARC HOMES, LLC By: By: Quentin M. Hart, Mayor Matthew Hein, 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. Matthew Hein 10 Page 396 of 638 EXHIBIT "A" Description of Property Parcel "A" as set forth in Plat of Survey filed March 20, 2025 as Doc. No. 2025-3720 and more particularly described as: That part of Lots 1 and 2, in Block 3, "Liberty Addition" in the City of Waterloo, Black Hawk County, Iowa, described as follows; Beginning at the Southwest corner of said Lot 2, point being a found 1"o.d. steel pinched pipe, being the point of beginning;thence along the West line of said Lots 1 and 2 Due North a distance of 149.95' feet to the Northwest corner of said Lot 1, point being set'/z ` rebar with license #23212; thence South 43°24' East a distance of 111.15 feet to a set'/2" rebar with license #23212; thence South 31 ° 11' East a distance of 47.85 feet to a set'/" rebar with license #23212; thence South 00°031/2' East a distance of 29.55 feet to the South line of said Lot 2 and a point 60.0 feet Westerly of the Southeast corner of said Lot 2, point being a set'/2' rebar with license #23212; thence along said South line North 89°15/2 West a distance of 101,2 feet to the point of beginning. Containing 9,640 sq. ft. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The West lines of said Lots 1 & 2 is assumed to bear Due North for this description. Parcel letter approved by County Auditor's Office Page 397 of 638 See attached. EXHIBIT "B" House Plans i Page 398 of 638 Infill Development Proposal Arc Homes LLC is working with the City of Waterloo and local construction professionals to "Elevate Housing" in Waterloo and contribute to the 800 new homes being added to the community. We are excited about this collaboration with the professionals in the Planning & Zoning department as we create a new twin home on an infill lot on 8th St along Dry Run Creek. This gives two families the opportunity to grow in Waterloo and turn a City expense into a source of revenue. The following pages recap discussion to date that have led to replatting the two City lots on 8th St that are along Dry Run Creek. Sincerely, Arc Homes, LLC PO Box 102 Cedar Falls, IA 50613 archomesxyz@gmail.com 319-505-0532 Page 399 of 638 Photos of Lot(s) As -is Page 400 of 638 Massing Concept & Offset Assessment Two story twinhome 60' X 42' footprint ✓ 2-hour firewall for shared wall — specified ✓ 8,000 sqft minimum lot area - once two lots combined ✓ 20' minimum front yard ✓ 5' minimum side yard ✓ 35% Maximum lot coverage (60'x42' / 8,000 = 31.5%) • 20' minimum rear yard: Approx. 18' from the NE corner (back -left) of the structure. City P&Z indicate acceptable given lot's skewed property line. "R-2" ONE AND TWO FAMILY RESIDENCE DISTRICT USE MINIMUM LOT AREA MINIMUM LOT WIDTH MINIMUM LOT AREA PER FAMILY MINIMUM FRONT YARD I.) MINIMUM SIDE YARD MINIMUM REAR YARD{%)N MAXIMUM LOT COVERAGEN Single Family Dwelling 6,000 sq. ft. 50 ft. 6,000 sq. ft. 20 ft. 5 ft. 20 ft. 35% Two Family Dwell- wigs 8,000 sq. ft. 70 ft. 4,000 sq. ft. 20 ft. 5 ft. 20 ft. 35% Page 401 of 638 Preliminary Design The following twinhome design is the preliminary concept for this development. • 2,928 sqft (1,464 sqft per unit) • 60' X 42' footprint (consistent with initial concept) • 3 bedroom & 2.5 bathroom per unit • 2-stall attached garage per unit Likely modifications: • Adjusting the garage and front entrances so garages are along shared wall and entrances are on outer corners for increased privacy. • Simplified rooflines for energy efficiency and reduced construction time. Page 402 of 638 Neighborhood Characteristics The neighborhood surrounding the proposed construction site is a mixture of construction styles and vintages. The following images represent homes within a couple blocks of the site that show the variety of rooflines, stories, garage styles, and exterior finishes. The proposed homes will be consistent with the overall construction methods, materials, and esthetic of the neighborhood. The project is expected to increase the value of the surrounding homes. Page 403 of 638 INDEX LEGEND General Description: Surveyor: Surveying Company/ Return To: Survey Requested By: Proprietor: Lots 1 & 2, Block 3, Liberty Addition, Waterloo Kyle J. Helland Helland Engineering & Surveying, Ltd. 6109 Chancellor Drive Cedar Falls, Iowa 50613-6916 (319)-266-0161 Tim Andera/City of Waterloo City of Waterloo Reserved for County Recorder's use. 0EE SHEET 2 FOR DESCRIPTION AND LOCATION MAP Hi1JON 3f14 FOUND 3/4"o.d. STEEL PINCHED PIPE (2.9'± DEEP) SET NO, 4 REBAR w10PC #23212 ABOVE (ASSUMED BEARING) (161,2) S 89°143/' E 161.05' 7(5 LOT 1 PARCEL "A"I 9,640 SQ. FT. FOUND 1'o.d. STEEL PINCHED PIPE (0.6'± DEEP) 101.2' ----WEST 8th STREET (60'R.O.W,) (161.2) (161.2) N 89°15'/' W 180.25' BLOCK 3 "LIBERTY ADDITION" WATERLOO LEGEND (0,01)* APPROXIMATE UPPER EDGE OF P.C.C. PAVEMENT BANK LOT 3 This Plat or 7 bdivision has been reviewed by (City/County). Signature of (City/County) Date Ordinance Administrator tf'mlider FOUND NO. 4 REBAR S 00°17' E (15.0) FOUND 1"o.d. STEEL PINCHED PIPE (1.0'± DEEP) SET CUT "X" IN P.C.C. PAVEMENT THIS SURVEY MEETS/OR EXCEEDS CURRENT "MINIMUM STANDARDS FOR PROPERTY SURVEYS" 1.7'± LOT 24 1.4'± LOT23 (19.06) 19.05, FOUND NO. 4 REBAR (BEARINGS ARE ASSUMED) 0'� 15' 30' 60J HELLAND ENGINEERING & SURVEYING, LTD. 6109 Chancellor Drive Cedar Falls, Iowa 50613-6916 (319)-266-0161 SHEET 1 OF 2: Cr - Lq�Q w ° KYLE J. ° • HELLAND rr, my ^ 23212 /OW P 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 ' . licensed Profess'.nal and Surv• nder the la -. he State of lowa. Kyle J. ellan Licens Numier23212 My license renewal date is December 31, 2025. All pages or sheets are covered by this seal except: • SET NO. 4 REBAR X 24" LONG w/ORANGE PLASTIC CAP #2321 (00)RECORDED AS FILE NAME: 25-116.DWG SCALE: 1" = 30' PROJECT # 25-116 DRAWN BY: CDR LOPCPLASTIC CAP (O=ORANGE, R=RED, Y=YELLOW) PLAT OF SURVEY OF LOTS 1 & 2, BLOCK 3 "LIBERTY ADDITION" WATERLOO, BLACK HAWK COUNTY, IOWA FOR CITY OF WATERLOO Page 404 of 638 i THIS PLAT REPRESENTS A SURVEY OF PARCEL "A" That part of Lots 1 and 2, in Block 3, "Liberty Addition" in the City of Waterloo, Black Hawk County, Iowa, described as follows; Beginning at the Southwest corner of said Lot 2, point being a found 1"o.d. steel pinched pipe, being the point of beginning; thence along the West line of said Lots 1 and 2 Due North a distance of 149.95' feet to the Northwest corner of said Lot 1, point being set'/z" rebar with license #23212; thence South 43°24' East a distance of 111.15 feet to a set'/" rebar with license #23212; thence South 31°11' East a distance of 47.85 feet to a set'/" rebar with license #23212; thence South 00°03W East a distance of 29.55 feet to the South line of said Lot 2 and a point 60.0 feet Westerly of the Southeast corner of said Lot 2, point being a set Y2" rebar with license #23212; thence along said South line North 89°151/' West a distance of 101.2 feet to the point of beginning. Containing 9,640 sq. ft. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The West lines of said Lots 1 & 2 is assumed to bear Due North for this description. Parcel letter approved by County Auditor's Office THIS PLAT REPRESENTS A SURVEY OF Lots 1 and 2, in Block 3, "Liberty Addition" in the City of Waterloo, Black Hawk County, Iowa; Except: Parcel "A" as described above on this Plat of Survey. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Date of Survey: 03/12/2025 REMAINDER LOTS 1, 2 PARCEL "A" VICINITY MAP E. M!TCBELi.L AVE. CORNWALL y AVE. LORRAINE AVE. co BOURLAND_ AVE. CORNWALL AVE. LORRAINE AVE. HELLAND ENGINEERING 6109 Chancellor Drive Cedar Falls, Iowa 50613-6916 {319)-266-0161 & SURVEYING, LTD. O SET NO. 4 REBAR X 24" LONG w!ORANGE PLASTIC CAP #23212 (002RECORDED AS FILE NAME: 25-116.DWG SCALE: N/A PROJECT # 25-116 DRAWN BY: CDR jSHEET 2 OF 2 OPCPLASTIC CAP (0=ORANGE, R=RED, Y=YELLOW) A PLAT OF SURVEY OF LOTS 1 & 2, BLOCK 3 "LIBERTY ADDITION" WATERLOO, BLACK HAWK COUNTY, IOWA FOR CITY OF WATERLOO Page 405 of 638 Page 406 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department AGENDA ITEM TITLE MEETING DATE April 21, 2025 Sale and conveyance of ten city -owned lots in the Church Row Neighborhood to Iowa Heartland Habitat for Humanity. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The City acquired these properties, some through the 657A process. Three of the lots will have single-family homes constructed upon them. Four of the lots will be combined for the construction of a new 6-unit residential building. The final 3 lots will be combined to have a 4-unit residential structure built on the combined lots. The city will provide a $5,000 infill housing grant per unit for a total of $65,000 for 13 units. NEIGHBORHOOD IMPACT Redevelopment of the lots would have a positive impact on the neighborhood. DATA, ANALYSIS, AND STRATEGIES Infill Development IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Sale of the City owned Tots would be considered by Council through the public hearing process which requies public notice of the hearing. SOURCE OF EXPENDITURES Bonds ALTERNATIVE ACTION LEGAL DESCRIPTION Single family home - parcel 8913-26-481-001: Lot 25, Block 17, in Leavitt Johnson and Miller Page 407 of 638 Addition to the City of Waterloo, Black Hawk County, Iowa. Single family home - parcel 8913-26-476-006: Lot 1, Block 1, in Miller's Second Addition to the City of Waterloo, Black Hawk County, Iowa. Single family home - parcel 8913-26-177-011: The Northeasterly One-half of Lot 1, Block 2, Eaton's Addition to Waterloo, Black Hawk County, Iowa. Four Properties to be combined for the construction of a 6-plex Parcel 8913-26-129-026: Lot No. 4 in Block No. 2 in "Leland Park" in Waterloo, Iowa, except the Northerly 4 feet thereof. Parcel 8913-26-129-028: The West 25 feet of Lot No. 6, except the North 4 feet thereof, in Block No. 2 in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-129-029: The East 25 feet of Lot No. 6, except the North 4 feet thereof, in Block No. 2 in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-129-034: The Southerly 93 feet of the Northerly 97 feet of Lot 5, Block 2, Leland Park Addition to the City of Waterloo, Black Hawk County, Iowa. Three Properties to be combined for the construction of a 4-plex Parcel 8913-26-128-004: The West Four (4) feet of the South Fifty-six (56) feet of Lot No. Seven (7); and Lot No. Six (6), except that part thereof conveyed to the State of Iowa in 508 Deeds 174 and except that part thereof condemned for road purposes in 610 CLD 617; all in Block No. One (1) in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-128-019: A parcel of land located in part of Lot 7, Block 1, Leland Park Addition to the City of Waterloo, Black Hawk County, Iowa, as shown on Excess Plat recorded at 622 CLD 942, and by reference made a part hereof, more particularly described as follows: Commencing at the Northeasterly corner of said Lot 7; thence S09°42 1/2'W, 3.7 feet, along the Easterly line of said Lot 7, to the Point of Beginning; thence continuing along said easterly line S09° 42 1/2'W, 75.3 feet; thence N80° 17 1/2' W, 52 feet; thence N09° 42 1/2' E, 74.5 feet, along the Westerly line of said Lot 7, to a point on the existing Southerly ROW line of relocated University Avenue; thence Easterly along said existing ROW line 32.0 feet, along a 689.2 foot radius curve, concave Southerly, which a chord bearing S81 °47' E, 32.0 feet; thence continuing along said ROW line S80°27' E, 20 feet, to the Point of Beginning, containing 3,906.0 square feet, more or less. Parcel 8913-26-128-021: A parcel of land located in part of Lot 8, Block 1, Leland Park, City of Waterloo, Iowa, as shown on Excess Plat recorded at 622 CLD 959, and by reference made a part hereof, and more particularly described as follows: Commencing at the NW corner of said Lot 8; thence S09° 42 1/2' W, 3.7 feet, along the West line of said Lot 8, to the Point of Beginning; thence continuing along said West line S09°42'/2'W, 46.3 feet to a point on the North line of the South 85 feet of said Lot 8; thence S80°27' E, 52.0 feet, along said North line to a point on the East line of said Lot 8; thence N09°42 1/2' E, 46.3 feet, along the East line of said Lot 8, thence N80°27' W, 52.0 feet, to the Point of Beginning, containing 2,407.0 square feet, more or less. ATTACHMENTS 1. Habitat 8 of 10 Lots Aerial Page 408 of 638 2. Habitat 1 of 10 Lots Aerial 8913-26-481-001 3. Habitat 1 of 10 Lots Aerial 8913-26-476-006 (1) 4. Habitat DA for 13 units 3-26-25 (1) Page 409 of 638 UNIVERSITY AVE 8913-26-128-019 �� _ 8913-26-129-034 � UN/VERB/TygVE 8913-26-128-021 8913-26-129-029 8913-26-128-00� �r, a � 8913-26-129-026 IN891- 3-26-129-028 LELAND AVE 1111 PP RANDALL-ST W WELLINGTON SJ\ LEL'ANDAVE 8913-26-177-011 4, Ns Note: Base map data source Is Black Hawk County. This map doe represent a survey, no liability eimesmed for the accuracy of the data delineated herein, expreseed or implied by Black Hawk County, the The Haok Cuero maesor,orTheiremployees. The City as Waterloo a males ft e information express or Implied, to and accuracy of the Informbtion shown on this y th, and expressly disclaims refer liability forme Baccuracy thereof. re rded should etc. to led all lack survHawkyC, County sods, Office coats Black Hawk County Assessor's DRce for complete and accurate information. Habitat 8 of 10 Lots in Development A reement Page /1 10 of 638 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 forme platsracy thereof. users should refer to official , surveys. recorded deeds, etc. located at the Black Hawk County Assessor's Office for complete and accurate information. 0 10 20 30 ICCE Feet Habitat 1 of 10 Lots in Development A reement Pa 411 of 638 ( 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 forme platsracy thereof. users should refer to official , surveys. recorded deeds, etc. located at the Black Hawk County Assessor's Office for complete and accurate information. Habitat 1 of 10 Lots in Development A reement Paae 412 of 638 Preparer: Christopher S. Wendland, P.O. Box 596, Waterloo, Iowa 50704 (319) 234-5701 After recording, return to Community Planning & Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of , 2025 by and between Iowa Heartland Habitat for Humanity ("Company"), and the City of Waterloo, Iowa ("City"). RECITALS A. Company is willing and able to finance and construct single-family dwellings or a multi -unit dwelling and related improvements on various properties located in the City of Waterloo, including infill lots in established residential neighborhoods as identified on Exhibit "A" attached hereto (the "Properties"). Each separate property on which Improvements (defined below) will be constructed is referred to as a "Project Site." B. City considers infill residential development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives to encourage that goal. City believes that such development is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the Project (defined below) is being undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Properties in their "AS IS" condition to Company for the sum of $1.00 (the "Purchase Price"). Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving Page 413 of 638 the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. 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 without further obligation. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Company. Company acknowledges that it has had a reasonable opportunity to inspect each of the Properties and to conduct other due diligence related to the Project. Company agrees to accept each of the Properties in its "AS IS" condition, without any warranty from City, expressed or implied, as to the condition of each Property, its marketability, or its fitness for any particular purpose. At its own expense, Company shall construct the following residential structures upon each Project Site, as further described and depicted in plans to be submitted to City as provided in Section 3: (a) one (1) single-family home shall be constructed on parcel 8913-26- 481-001; (b) one (1) single-family home shall be constructed on parcel 8913-26- 476-006; (c) one (1) single-family home shall be constructed on parcel 8913-26- 177-011; (d) parcels 8913-26-129-026, 8913-26-129-028, 8913-26-129-029 and 8913-26-129-034 shall be combined and one (1) multi -unit building containing six (6) units shall be constructed thereon; and (e) parcels 8913-26-128-004, 8913-26-128-021 and 8913-26-128-019 shall be combined and one (1) multi -unit building containing four (4) units shall be constructed thereon. Except as stated above, no more than one home shall be constructed on each Project Site, and each Project Site upon which a home or multi -unit building will be constructed shall be completed to a finished state, including installation of sidewalks, driveways and garages, removal of all construction debris, proper leveling or shaping of groundscape, and grassing and/or landscaping (construction and finishing as so described are referred to collectively as the "Improvements"). The Improvements shall be constructed in accordance with the terms of this Agreement, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Company shall submit specific plans, building designs and site plans for City review and approval before the commencement of construction and shall not substantially deviate from such plans, specifications or designs. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, Page 414 of 638 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 Properties, the Improvements, and all site preparation and development -related work to be undertaken and completed by Company under this Agreement are collectively referred to as the "Project." 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to cause the Project to be undertaken and to construct the Improvements in a timely manner constitutes a material inducement for the City to convey the Properties to Company and to extend the incentives provided for in this Agreement, and that without said commitment City would not do so. A. Deadlines to commence and complete. Subject to Unavoidable Delays (defined below), Company must obtain a building permit and Substantially Complete construction on each Project Site within three (3) years from the date that the Properties are conveyed to Company (the "Completion Deadline"). For purposes of this Agreement, "Substantially Complete" means the date on which the Improvements on a Project Site have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto and the City has verified that Project elements for which no permit was necessary have been completed to City's reasonable satisfaction. All deadlines are subject to Unavoidable Delays as defined in paragraph B below. The City's Community Planning and Development Director may, but shall not be required to, consent to an extension of the Completion Deadline with respect to any Project Site. Any additional or longer time extensions will require consent of the City Council. The provisions of this Section 3 shall apply separately to each Project Site. B. Events triggering termination and/or reverter of title. If Company does not begin or Substantially Complete construction of the Improvements at a Project Site on the schedule stated above, subject to Unavoidable Delays, then City may terminate this Agreement with respect to such Project Site as set forth in Section 13, and City shall then have no further obligation to Company under this Agreement with respect to such Project Site. If development has commenced within the required period, as the same may be extended, and is subsequently stopped or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each an "Unavoidable Delay"), the requirement that construction be completed by the Completion Deadline shall be tolled for a period of time equal to the period of Unavoidable Delay. As promptly as possible, Company shall notify City in writing of the occurrence of any Unavoidable Delay and shall again notify City in writing when the Unavoidable Delay has ended. If City terminates this Agreement with respect to a Project Site as provided in Section 13, City shall have no further obligations to Company under this Agreement, including but not limited to any legal or equitable obligation to reimburse Company for any costs expended by Company with Page 415 of 638 respect to the Project Site or to compensate Company for any value added to the Project Site by any Improvements. In connection with termination of the Agreement as set forth herein, City may demand reconveyance of any Project Site on which Improvements have not been Substantially Completed, in addition to exercising any other available remedies. 4. Reverter of Title; Indemnity. In the event of any reverter of title pursuant to Section 3, 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 the Project Site free and clear of any lien, claim, charge, security interest, mortgage or encumbrance (collectively, "Liens") arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Project Site. In connection with any reverter of title, Company shall not be entitled to a refund of the Purchase Price. 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 after 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 or other documents 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, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Company's failure to carry on or complete same, or any Lien or Liens on or against the Project Site of any type or nature whatsoever that attaches to the Project Site 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. 5. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services from street right of way to any location on a Project Site and for payment of any associated connection fees. 6. City Incentives. To aid the Project, City agrees to provide the following assistance: A. Infill Housing Grant. As provided in the City's infill housing policy, with respect to each Project Site City will pay Company a grant of $5,000.00 per dwelling unit within thirty (30) days after Company has Substantially Completed the Improvements on the Project Site and has obtained final inspection on all permits obtained for Improvements on that Project Site. The maximum incentive payable to Company under this Agreement is $65,000.00. Page 416 of 638 7. No Encumbrances; Limited Exception. Until the Improvements are Substantially Completed, Company agrees that it shall not create, incur, or suffer to exist any Liens on any of the Properties, 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 a Project Site or any part thereof for any purpose except in connection with financing of the Improvements upon such Project Site. Any other mortgage shall be void. 8. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer, in whole or in part, its interest in any Project Site prior to completion of the Project thereon, 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. 9. 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: A. Until the Improvements have been 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. B. 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 where the sanctions and penalties resulting therefrom, would not have a material adverse effect on the business, property, operations, or condition, financial or otherwise, of Company. 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 agrees during construction of the Improvements 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 companies engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. Page 417 of 638 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. 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. Page 418 of 638 12. 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 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 Properties, or this Agreement, without the prior written consent of City, except as expressly authorized by this Agreement; C. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; D. 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; or E. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 13. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement, in whole or as to any particular Project Site. 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 Page 419 of 638 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 Project Sites as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of City occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 14. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Properties arising 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 on or about the Properties 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, Page 420 of 638 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 Properties and the construction, installation, ownership, and operation of the Improvements, or (3) otherwise as a result of or in connection with the Project or Company's failure to carry on or complete same. C. The indemnification obligations under this Section shall include attorneys' fees and expenses incurred by any indemnified party. The provisions of this Section shall survive the expiration or termination of this Agreement. 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. 16. 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. 17. 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. 18. 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, Attention: Mayor, with copies to the Community Planning and Development Director. (b) if to Company, at 803 W. 5th Street, Waterloo, Iowa 50702, Attention: Executive Director. Page 421 of 638 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, or (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid. A party may change the address for giving notice by any method set forth in this Section. 19. 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. 20. 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. 21. 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. 22. 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. 23. 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. 24. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. Page 422 of 638 25. Counterparts. This Agreement may be executed in one or more counterparts, each of which, including signed counterparts delivered by facsimile or other electronic means, shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 26. 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. 27. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA IOWA HEARTLAND HABITAT FOR HUMANITY By: By: Quentin Hart, Mayor Ali Parrish, Executive Director Attest: Kelley Felchle, City Clerk Page 423 of 638 EXHIBIT "A" Description of Properties Single family home - parcel 8913-26-481-001: Lot 25, Block 17, in Leavitt Johnson and Miller Addition to the City of Waterloo, Black Hawk County, Iowa. Single family home - parcel 8913-26-476-006: Lot 1, Block 1, in Miller's Second Addition to the City of Waterloo, Black Hawk County, Iowa. Single family home - parcel 8913-26-177-011: The Northeasterly One-half of Lot 1, Block 2, Eaton's Addition to Waterloo, Black Hawk County, Iowa. Four Properties to be combined for the construction of a 6-plex Parcel 8913-26-129-026: Lot No. 4 in Block No. 2 in "Leland Park" in Waterloo, Iowa, except the Northerly 4 feet thereof. Parcel 8913-26-129-028: The West 25 feet of Lot No. 6, except the North 4 feet thereof, in Block No. 2 in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-129-029: The East 25 feet of Lot No. 6, except the North 4 feet thereof, in Block No. 2 in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-129-034: The Southerly 93 feet of the Northerly 97 feet of Lot 5, Block 2, Leland Park Addition to the City of Waterloo, Black Hawk County, Iowa. Three Properties to be combined for the construction of a 4-plex Parcel 8913-26-128-004: The West Four (4) feet of the South Fifty-six (56) feet of Lot No. Seven (7); and Lot No. Six (6), except that part thereof conveyed to the State of Iowa in 508 Deeds 174 and except that part thereof condemned for road purposes in 610 CLD 617; all in Block No. One (1) in "Leland Park" in Waterloo, Iowa. Parcel 8913-26-128-019: A parcel of land located in part of Lot 7, Block 1, Leland Park Addition to the City of Waterloo, Black Hawk County, Iowa, as shown on Excess Plat recorded at 622 CLD 942, and by reference made a part hereof, more particularly described as follows: Commencing at the Northeasterly corner of said Lot 7; thence S09°42 I/2'W, 3.7 feet, along the Easterly line of said Lot 7, to the Point of Beginning; thence continuing along said easterly line S09° 42 1/2'W, 75.3 feet; thence N80° 17 IA' W, 52 feet; thence N09° 42 1/2' E, 74.5 feet, along the Westerly line of said Lot 7, to a point on the existing Southerly ROW line of relocated University Avenue; thence Easterly along said existing ROW line 32.0 feet, along a 689.2 foot radius curve, concave Southerly, which a chord bearing S81 °47' E, 32.0 feet; thence continuing along said ROW line S80°27' E, 20 feet, to the Point of Beginning, containing 3,906.0 square feet, more or less. Parcel 8913-26-128-021: A parcel of land located in part of Lot 8, Block 1, Leland Park, City of Waterloo, Iowa, as shown on Excess Plat recorded at 622 CLD 959, and by reference made a part hereof, and more particularly described as follows: Page 424 of 638 Commencing at the NW corner of said Lot 8; thence S09° 42 %' W, 3.7 feet, along the West line of said Lot 8, to the Point of Beginning; thence continuing along said West line S09°42%'W, 46.3 feet to a point on the North line of the South 85 feet of said Lot 8; thence S80°27' E, 52.0 feet, along said North line to a point on the East line of said Lot 8; thence N09°42 %' E, 46.3 feet, along the East line of said Lot 8, thence N80°27' W, 52.0 feet, to the Point of Beginning, containing 2,407.0 square feet, more or less. 2 Page 425 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Community Planning and Development Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Request by 3 Stooges, LLC for a Site Plan Amendment to the "M-2,P" Planned Industrial District to construct a 50,000 square foot office/warehouse building at the southeast corner of Leversee Road and WARP Drive. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicant is requesting a Site Plan Amendment to allow for the construction of a new office/warehouse building. The building will be 50,000 sq ft. There will be a recessed loading dock on the north side of the building. Access to the site will be from Warp Drive. The ordinance states that the required parking spaces is 1 space for every 2 people regularly employed on the premises. The site plan shows a total of 38 parking spaces. There will be a gravel storage area in the rear of the building. NEIGHBORHOOD IMPACT The request for the construction of the new building does not appear to have a negative impact on the surrounding area as it would appear to be compatible with other development in the area. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS A public hearing was held by the Planning, Programming and Zoning Commission on April 8, 2025 and notice was sent out to all property owners within 250 feet. SOURCE OF EXPENDITURES N/A Page 426 of 638 ALTERNATIVE ACTION LEGAL DESCRIPTION All of Lots 1 & 2 of Waterloo Air and Rail Park 1ST Addition, City of Waterloo, Iowa. ATTACHMENTS 1. Staff Report - Warp Dr and Leversee Rd 2. Overview Map - 3stooges 3. Aerial Map - 3Stooges 4. Updated Site Plan 5. Application Page 427 of 638 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: DEVELOPMENT HISTORY: FLOODPLAIN: April 8, 2025 Request by 3 Stooges LLC for a Site Plan Amendment for the construction of a 50,000 square foot office/warehouse building in the "M-2, P" Planned Industrial District, at the southeast corner of Leversee Road and WARP Drive. 3 Stooges LLC, PO Box 203, Waterloo, IA 50704 The applicant is requesting a site plan amendment to allow for the construction of a new office/warehouse building. The request for the construction of the new building does not appear to have a negative impact on the surrounding area as it would appear to be compatible with other 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 — New industrial development, vacant land and Waterloo Regional Airport, zoned "M-2,P" Planned Industrial District. South — New industrial development, vacant Land, zoned "M-2,P" Planned Industrial District. East — New industrial development, vacant Land and Waterloo Regional Airport, zoned "M-2,P" Planned Industrial District. West — Residential and vacant land in the City of Cedar Falls. No buffers or screening would be required as a part of this site plan amendment. A drainage plan will be needed for this request. The surrounding area consists of recent industrial developments, as well as some vacant land to the north, south and east adjacent to the Waterloo Regional Airport. The homes to the west in the City of Cedar Falls were built between the 1930's and 1980's. No portion of the property is located in the floodplain as indicated by the FEMA 2024 Floodplain Map. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 1 of 4 Page 428 of 638 April 8, 2025 Picture 1: Looking north from WARP drive to building under construction that is now completed. Picture 2: Site plan amendment area. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 2 of 4 Page 429 of 638 April 8, 2025 Picture 3: Looking south from WARP Drive. Picture 4: Looking southeast from the corner of Leversee Road and WARP Drive. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 3 of 4 Page 430 of 638 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: April 8, 2025 No schools are located within the vicinity of the site. Big Woods Lake recreation area is located %2 mile to the west of the site. There are no parks in the immediate vicinity. There is a 12" water line located along the east side of Leversee Road, as well as a 12" Sanitary Sewer line. There is a 12" Sanitary Sewer line along Warp Drive, an 8" water line, and a 15" storm sewer line. The Future Land Use Map designates this area as Industrial. The proposed site plan amendment would be in conformance with the Comprehensive Plan and Future Land Use Map for this area. The applicant is requesting a Site Plan Amendment to allow for the construction of a new office/warehouse building. The building will be 50,000 sq ft. There will be a recessed loading dock on the north side of the building. Access to the site will be from Warp Drive. The ordinance states that the required parking spaces is 1 space for every 2 people regularly employed on the premises. The site plan shows a total of 38 parking spaces. There will be a gravel storage area in the rear of the building. In the Technical Review Committee meeting, the Engineering Department noted that they would like to see a site plan with a more recent aerial photo, to see how the proposed driveway lines up with the existing drives on the opposite side of Warp Drive, as they would like the driveways to line up or be close to lining up. There is no platting required for this request. Therefore, staff recommends that request by 3 Stooges LLC for a Site Plan Amendment for the construction of a 50,000 square foot office/warehouse building in the "M-2, P" Planned Industrial District, at the southeast corner of Leversee Road and 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 appears to be compatible with the other developments in the 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, etc. Site Plan Amendment- adjacent to 360 Westfield Avenue Page 4 of 4 Page 431 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 Leversee Road and WARP Drive Site Plan Amendment 3Stooges, LLC o., .... i A')') ..F CO4 W W' City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 WARP_ DR Area of Site Plan Amendment Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Commun ty SE Corner of Leversee Road and WARP Drive Site Plan Amendment 3Stooges, LLC Pnnr 42Z of R.Z :' bi ,: FO LEVERSEE RD. O 1 0 2 O C CD z -// FO —I � D \ Z 11 0 1 TI 0 T 0 0 0c T 0 / CITY OF CEDAR FALLS, IOWA BLACK HAWK COUNTY PLANS FOR BUILDING AND PARKING LOT CONSTRUCTION AT LOTS 1&2 OF WATERLOO AIR & RAIL PARK 1st ADDITION PREPARED BY VJ ENGINEERING MARCH, 2025 w X-12"SAN — — — X-12"SAN — — — -X-12"SAN — — — X-12"SAN X I 4 11, I I I I I n� I y IM I I I I I I III I , I I o / 11 __I___ loo \ 7- — It-------- N I g / 1/ / I/ I II 1 4 maI 4 'O 1 1-• C 1C)' 1.0 .10 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O _ _ _ _ _ _ O_ O_ O_ O O O O O O 111 _ _ ♦_ O O O O O O w G G - w w -x=12" WARP DR. 0 G G X-1t SAN — — 2 SAI-- /// // // // // // // // // // // // // // // // // // //// ////// ////////////// W w 7/ X-12 X-24"ST G G X-24"ST — W W -12"SRN X-12 SAN X-24"ST — — X-24"ST LAI // ///�Trir7i7/ / �� // // t, „ \ / /�\ \ /7/ _ /1-/L////////// ////// /////// // / S89°21'20"W - 409.82' N89°21'05"E 905.33' W G W - X-24"S S89°21 `16"W 300.03' h-12"SAN-- N X-24"ST X-24"S F 0 T 90\ T 89 \ PROJECT LOCATION NORTH 40' 80' IOWA ONE CALL 800 / 292-8989 TOLL FREE CALL - BEFORE - YOU - DIG WATERLOO MUNICIPAL AIRPORT INDEX OF SHEETS SHEET. NO. SHEET NAME REVISION DATE 1 COVER SHEET 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 CIVIL SITE PLAN 4 CIVIL SITE DETAILS 5 STORM WATER POLLUTION PREVENTION PLAN NOTES: 1.) SCALE NOTED ON TITLE BLOCK RELATES TO FULL-SIZED PLOTS (22x34). 2.) CONTRACTOR SHALL CONTACT ENGINEER OF RECORD FOR CLARIFICATION PRIOR TO CONTINUING TO WORK IF DISCREPANCIES ARE FOUND IN PLAN SET. UTILITY STATEMENT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES DECLARE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE CONSTRUCTION OF THE SANITARY SEWER, STORM SEWER, AND WATER SYSTEMS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL IMPROVEMENTS WITHIN THE CITY OF CEDAR FALLS, IOWA, AND THE STATEWIDE URBAN DESIGNS AND SPECIFICATIONS (SUDAS), \o ESS Ion // o ^/ �o v' 0 —_ m= / Licensed z0 0 P26099 Paul T. Arch 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. tUL icense number P 6099 DATE My license renewal date is December 31, 2025 Pages or sheets covered by this seal: ALL SHEETS IN INDEX 1 (vld N 00 L.C) CO I W 0)I 0 CY) 0 0 L - 0 0 0 LC) Li_ 0 a) U N r Revisions (258014) Ide 434 UI Hand Hole Fiber Optic z 10.00' Public Utility Easement N89°21'05"E — 905.33' i 10.00' Publi �b l O8SZ) alve buried under snow pile Sanitary Manhole Rim: 871.48' FL: 854.08' n in Leversee lays t line of Leversee ain in Leversee lays East line of Leversee Fnd 1 /2" O Rebar Blue Plastic Cap #22259 0 1 c W z W 8" Main in Warp Dr. lays /- 6' South of North line of Warp Dr. Valve Location Unknown W W W W Y-12"SAN - - - X-12"SAN - - - X-12"SAN - - X-12"SAN - - X-12"SAN - - -F0 OC — BURIED FIBER CABLE - m O 1 1 • i 30 00' Sanitary Easement{ 0 I I T� I I I I I m O I I I C 60.00' Sanitary Sewer, - Drainage & Utility Easement 0 I l II/ I I 1 / T7 I II O O of 9 m 0 � I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 I I 1 0 1, \- 10.00' Public Utility Easement FO / N01°23'13"W 500.06' 30.00' Sanitary Easement Sanitary Manhole Rim: 873.93' 71 1 D — - 7 -- I / x / Z/ Z/ 60.00' Sanitary Sewer, Drainage & Utility Easement 30.00' Sanitary Easement N89°21'36"E 416.30' X-12"SAN - - - X-12"SAN - - - X-12"SAN - M - M z FO FO— Sanitary Service Stub Water Service Stub Valves Location Unknown -- 50.00' Storm Sewer Easement ------------- X-1 / - - - X-1TSAN' i Storm Intake Rim: 870.08' _ L' —03 — FL: 866.18' X-12"SAN SAW CUT 165 LF EX. CURB AND GUTTER AT JOINT 7 - - - / Sanitary Manhole Rim: 870.04' FL: 855.04' SAN - Storm Intake —. Rim:870.10' 7 FL: 865.43' 8" Main in Warp Dr. lays 6' South of North line of Warp Dr. W X-T1 JAN X-24"ST - - - X-24"ST - - - X-24"ST - - X24"ST FO n- - X-24"ST W G Valve Location Unknown W W W Fnd 1/2"0 Rebar Blue Plastic Cap #22259 - 10.00' Public Utility Easement IIJ v00 —� M � zzi- its al- S89`2T'Z0"W 409.82' // ' / 50.00' Storm Sewer Easement X-12 JA14 - / - X-24"ST - Fnd 1/2"0 Rebar Bent to the North X0 h2"SA X-24"ST 7 SAW CUT 130 LF EX. CURB AND GUTTER AT JOINT 7' - X-24"ST - - - X-24"ST - FO Sanitary Service Stub Water Service Stub FO N89°21'09"E 300.04' -------------- A-12 S Storm Int Rim: 870 FL: 864 .X-24"ST - = X`24"ST Storm In Rim: 87C FL: 862 S89°21-11.W 300.03' - - GENERAL DEMOLITION NOTES: 1.) ALL ITEMS NOTED FOR REMOVAL SHALL BE INCLUDED IN THE CONTRACT FOR GENERAL CONSTRUCTION. 2.) LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE. ACTUAL QUANTITIES MAY DIFFER DUE TO FIELD CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL NOTED MATERIALS FROM SITE AND DISPOSING OF THEM IN AN APPROVED METHOD. 4.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL. BONDING AND PERMIT FEES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 5.) ITEMS NOTED FOR REMOVAL SHALL INCLUDE ANY UNDERGROUND COMPONENT INCLUDING, BUT NOT LIMITED TO: FOUNDATION, SLABS, TREE ROOTS, PIPES, WIRES, AND ANY OTHER MATERIAL. 6.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PLUGGING EXISTING UTILITIES. IN THE CASE THAT THE CONTRACTOR IS NOT ABLE TO CUT AND PLUG THE EXISTING UTILITY THEY SHALL BE REQUIRED TO COORDINATE WITH THE EXISTING UTILITY COMPANY. (ALL SERVICES MAY NOT BE SHOWN ON THIS DRAWING). 7.) BACKFILL EXCAVATIONS RESULTING FROM DEMOLITION SHALL MEET REQUIREMENTS PROVIDED BY GEO-TECHNICAL ENGINEER. 8.) THE CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT TO PROVIDE A CLEAN EDGE (MATCH TO EXISTING SAW -CUTS WHEN POSSIBLE). 9.) UPON COMPLETION OF SITE DEMOLITION THE PROPERTY SHALL BE CLEAN, CLEAR, AND DEVOID OF ALL NOTED ITEMS FOR REMOVAL. 10.) THIS IS NOT A CERTIFIED BOUNDARY SURVEY. BOUNDARY OF EXISTING SITE FOR CIVIL DESIGN AND CONSTRUCTION DOCUMENT USE. MISSING MONUMENTS WILL NOT BE RE -SET. FEMA INFORMATION: ZONE X - AREAS TO BE DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN - PER FEMA PANEL 19013C0166G EFFECTIVE MAY 08, 2024. PROPERTY INFORMATION: WATERLOO AIR AND RAIL PARK 1ST ADDITION LOT 1 EXC THAT PORTION OF WATERLOO AIR AND RAIL PARK 1ST ADDITION LOT 1 THAT LIES WITHIN THE S 8 RDS OF W 20 RDS NW 1/4 SW 1/4 SEC 32 T 90 R 13, AND WATERLOO AIR AND RAIL PARK 1ST ADDITION LOT 2 LEGEND Existing Proposed BOUNDARY LINE EASEMENT LINE PROPERTY LINE SECTION/R.O.W. LINE SETBACK LINE aoo 000 CONTOUR LINE - E - - E - ELECTRIC LINE — x — — x — FENCE LINE - FO - - FO - FIBER LINE - G - - G - GAS LINE -oHu- -OHu- OVERHEAD UTILITY LINE x-SAN- -SAN- SANITARY SEWER LINE SILT FENCE LINE O 0 X-ST - ST - STORM SEWER LINE - T - - T - TELEPHONE LINE TV - TV - TELEVISION LINE x-w - w - WATER LINE 0 PROPERTY CORNER 0 0 BENCH MARK CONIFEROUS TREE 0 0 DECIDUOUS TREE © © GAS MANHOLE Da A GAS VALVE © © SANITARY MANHOLE SIGN 0 o ❑� 0 STORM INTAKE © © STORM MANHOLE MI ❑T TELEPHONE PEDESTAL C UTILITY POLE Yb WATER HYDRANT 460 "o WATER SHUT OFF A D4 WATER VALVE REMOVALS LEGEND 0 REMOVE PCC SIDEWALK REMOVE HMA PAVEMENT REMOVE EXISTING LANDSCAPING/GRAVEL FULL -DEPTH SAW CUT NORTH 30' 60' IOWA ONE CALL 800 / 292-8989 TOLL FREE CALL - BEFORE - YOU - DIG 0) 0 N >, aW 0) I 0 CY) 0 0 LLJ - 0 d7 N 00 CCD CCD N d7 N O 0 L 0 U 0 N CC 0 r-1 O CC O O U (258014) rde 4,0 UI 12" MAIN IN LEVERSEE LAYS O 9' WEST OF EAST LINE OF LEVERSEE -6c 0 c m m O 0 zz cn Z/r F O 1� 14 60.00' SANITARY SEWER, DRAINAGE & UTILITY EASEMENT 0 I 1 I Ili i I f I I I I I I � II I � HYDRANT ASSEMBLY \ 12' x6" TAP 1 12"x10" TAP -0 O) m 0 PROPOSED 10" D.I.P. WATER SERVICE N1 IIII jl it m 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I zI 0\ -12"SAN - - - X-12"SAN - - - X-12"SAN - -- X-12"SAN - - - X-12"SAN - c) 0 0 c) 1 EXISTING WATER SERVICE STUB DISCONNECT AT "T" SALVAGE VALVE FO - \ PROPOSED 6" SANITARY SERVICE 10.00' PUBLIC UTILITY EASEMENT 875.05 875.82 6" VALVE 10J 550 LF 6" FOUNDATION DRAIN FL: 873.35 873.50 873.67 874.24 PEDESTRIAN DOOR 875.37 875.85 875.85 OVERHEAD DOOR PEDESTRIAN DOOR X-12"SANI WARP DR. MATCH EXISTING CURB AND PAVEMENT = I z -12"SAN - - - X-1j;SAN'- X12"SAN �.G. FA-- 6" STANDARD CURB END 873.82 873.88 TRANSITION FROM 1'TO6"CURB 874.40 6" STANDARD CURB 875.40 875.06 \ \0 871.70 872.57 873.21 873.30 1' CURB 869.76 30 CY CLASS D RIP RAP 871.70 873.24 1' CURB w CONNECT TO EXISTING INTAKE. FL: 865.53 Storm Intake -- Rim: 870.10' FL: 865.43' 6" STANDARD CURB END 872.12 872.90 873.30 r °- a FL: 867.68 w ry X-11 JAN MATCH EXISTING CURB AND PAVEMENT X-24'ST - - - X-24"ST 873.67 873.97 TRANSITION FROM 1'TO6"CURB Z/ O3bi �/I 871.84 ./�ii6/AI 871.84 875.85 6" STANDARD CURB 874.76// 875.08 LOADING DOCK (TYP) 871.84 OVERHEAD DOOR PEDESTRIAN DOOR PROPOSED 94' TRENCH DRAIN SEE DETAIL 7/5 PROPOSED BUILDING 50,400 SF FFE: 875.85 w w EXISTING WATER SERVICE STUB DISCONNECT AT "T" SALVAGE VALVE 872.33 872.81 874.07 O� 874.43 Q-0 874.76 874.90 PEDESTRIAN DOOR X-24"ST 875.38 N89°21'05"E- 905.33' W EXISTING SANITARY SERVICE STUB. ABANDON X-24"ST FO 872.42 r41.6 0.1 gP(17. AWraii 875.85 iimr��co�•��0�01r�orornwrgl r* r17--.1w 0o0o0o1io�o0_c0OoO_ol �O 0�0000�� W0���'00000_ 0000000000o0o0oQ00o0o000000 000000000000000000�0�0�� �000000�0 mi 0000000000000000000000000000000�0_000000000000000000000O000 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 g• 0 O O 0� O� O O O Q VOPaVW®+Qr4IWaMe r4���0�cNi 00�0�0�0�0�0�0�0�0�0�0�0�0�0�0� �oOoOoOo0oOo0o0oOoOoOo0o0oOo0 Q QQ Q �Q Q Q QQ 872.49 --- S8-9"24'20"W 409.82' i �U1 0000©0000 o /o /o� /o /o i 0�000000�� ) 0 0 000000000000000 oOoC �o no no no no no no 0 00�00�000000000 00_ 00_ 00_ 00_ 00_000_ 00_ Oo0o0o� 50.00' Storm Sewer Easement - 0 0 0 873.64 872.49 FOUNDATION DRAIN OUTLET W/RODENT GUARD AND 3 CY EROSION STONE FL: 868 S89°2Y16°W_ 300.03' X- It JAN 4"ST MATCH EXISTIN AND PAVEMENT -X-2_4"ST FO - -- GENERAL GRADING, EARTHWORK, AND DRAINAGE NOTES: 1.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRIPPING AND REMOVING EXCESS TOPSOIL FROM THE SITE. ANY TOPSOIL THAT CANNOT BE USED ON THE SITE SHALL BE BURIED ON SITE IN LANDSCAPE AREAS. ALL TOPSOIL SHALL REMAIN ON SITE PER GENERAL PERMIT NO. 2. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL VEGETATION AND ORGANIC MATERIALS FROM THE SITE THAT RESULTS FROM CLEARING & GRUBBING ACTIVITIES. ` b l O8SZ) 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL FILL MATERIALS IF SUITABLE MATERIAL IS NOT AVAILABLE ON SITE. TESTING OF SUITABLE MATERIAL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DISPOSAL OF ALL EXCESS OR UNSUITABLE MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND AT THEIR EXPENSE. 4.) THE CONTRACTOR SHALL PROVIDE 8" OF TOPSOIL (MINIMUM) IN ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED. FINAL GRADES SHOULD BE SMOOTHLY FINISHED AND ENSURE POSITIVE DRAINAGE. PRIOR TO RE -SPREADING, TOP SOIL SHALL BE SCREENED TO BE FREE OF SUBSOIL, DEBRIS, AND STONES. 5.) WHERE SHEET DRAINAGE FLOWS FROM LANDSCAPED AREAS ONTO PAVED AREAS, THE FINISHED GRADE OF THE LANDSCAPE AREA SHALL BE 1/2 INCH ABOVE THE TOP WHERE SHEET DRAINAGE FLOWS FROM PAVEMENT TO LANDSCAPED AREAS, THE FINISHED GRADE IN THE LANDSCAPE AREA SHALL BE 1/2 INCH BELOW THE PAVEMENT. 6.) ALL SPOT ELEVATIONS INDICATE FINISHED GRADE, UNLESS OTHERWISE NOTE. 7.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS AND AWAY FROM ALL BUILDINGS. 8.) THE CONTRACTOR SHALL DETERMINE EXACT QUANTITIES OF CUT AND/OR FILL FOR ESTIMATING AND CONSTRUCTION. THE CONTRACTOR SHALL ALERT THE ENGINEER OF ANY EXCESSIVE CUT AND /OR FILL DISCOVERED DURING EARTHWORK OPERATIONS. 9.) THE CONTRACTOR SHALL ADJUST TOPS OF ALL STRUCTURES TO MATCH FINAL GRADE AS NEEDED. 10.) THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SAFETY REQUIREMENTS ON -SITE, AS WELL AS THE PROTECTION OF ALL UTILITIES AND/OR STRUCTURES DURING EARTHWORK GRADING PROCEDURES. 11.) ALL GRADES IN PAVED AREAS, RAMPS, AND SIDEWALKS IN VICINITY OF HANDICAP PARKING AND ACCESS AREAS SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL CODES. GENERAL SITE NOTES: 1.) DIMENSIONS AND RADII ARE REFERENCED TO THE BACK OF CURB OR EDGE OF PAVING, UNLESS OTHERWISE NOTED. 2.) ALL DIMENSIONS TO BUILDING ARE REFERENCED TO THE OUTSIDE FACE OF STRUCTURE'S FACADE. 3.) BUILDING DIMENSIONS SHOWN ARE FOR REFERENCE PURPOSES ONLY. THE CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLAN SET FOR EXACT BUILDING DIMENSIONS. 4.) ALL PROJECT COMPONENTS THAT FALL WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO LOCAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. 5.) ALL PROPOSED HANDICAP RAMPS, PARKING AREAS, AND ACCESSIBLE ROUTES SHALL STRICTLY COMPLY WITH CURRENT LOCAL, STATE, AND FEDERAL REGULATIONS, INCLUDING BUT NOT NECESSARILY LIMITED TO THE ADA ACCESSIBILITY GUIDELINES (ADAAG). 6.) ALL ADA ACCESSIBLE ROUTES SHALL HAVE DETECTABLE WARNINGS INSTALLED AS REQUIRED BY THE ADAAG. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH CONTRAST VISUALLY WITH THE ADJOINING SURFACES. 7.) CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT TO PROVIDE A CLEAN, STRAIGHT JOINT AND ENSURE POSITIVE DRAINAGE. 8.) ALL CONCRETE PAVEMENT SHALL HAVE JOINTS IN ACCORDANCE WITH ACI 330R-08, SECTION 3.7 AND APPENDIX C. CONTRACTION JOINTS SHALL BE 1/4 OF THE SLAB THICKNESS. ISOLATION JOINTS SHALL BE PLACED BETWEEN PAVEMENT AND FOUNDATIONS, INLETS, AND OTHER FIXED STRUCTURES. CONTRACTION JOINTS SHALL BE TOOL FINISHED AND SPACED AS FOLLOWS: CURBING: 10'-0" (MAX) SPACING SIDEWALKS: 5'-0" (MAX) SPACING VEHICULAR TRAFFIC AREAS: 24 X CONCRETE PAVEMENT THICKNESS (FEET), 15'-0" (MAX) SPACING. SITE KEYNOTES: 2 3 7" PCC PAVEMENT SECTION - REFER TO DETAIL ON SHEET 5 OF 6 9" GRANULAR PARKING LOT SECTION - REFER TO DETAIL ON SHEET 5 OF 6 4" PCC SIDEWALK SECTION - REFER TO DETAIL ON SHEET 5 OF 6 0 NORTH 30' 60' LEGEND Existing Proposed BOUNDARY LINE EASEMENT LINE PROPERTY LINE -- SECTION/R.O.W. LINE SETBACK LINE -000 - -000 - CONTOUR LINE - E - - E - ELECTRIC LINE x x F FENCE LINE - FO - - FO - FIBER LINE - G - - G - GAS LINE -OHU- -OHU- OVERHEAD UTILITY LINE -X-SAN- -SAN- SANITARY SEWER LINE SILT FENCE LINE o o -x-ST - - ST - STORM SEWER LINE - T - - T - TELEPHONE LINE - TV - - TV - TELEVISION LINE -x-w- - w - WATER LINE o PROPERTY CORNER $ $ BENCH MARK CONIFEROUS TREE O 0 DECIDUOUS TREE © © GAS MANHOLE A GAS VALVE O SANITARY MANHOLE SIGN 0 o 0 0 STORM INTAKE O © STORM MANHOLE 0 TELEPHONE PEDESTAL O C UTILITY POLE WATER HYDRANT cP '*o WATER SHUT OFF 0 0 WATER VALVE N 00 L N d7 C 0 O N 0 a) U 0 J a_ Revisions (258014) Idge 'hX) UI 7" PCC PAVEMENT 8" - MODIFIED SUBBASE 12" MIN. SCARIFIED AND COMPACTED SUBGRADE PCC PAVEMENT SECTION SCALE - NTS 36" OR rein . cing bar DETAIL B Detail PCC DRIVEWAY, TYPE A SCALE - NTS m 0 c 73 co O O m m H O Sidewalk TYPE A WITH RADII Variable (20'-0" for a normal 10'-0" wide ditch) Post Spacing - Post Spacing TYPICAL SILT FENCE DITCH CHECK Area to be Protected — 4" CLASS "A" CRUSHED STONE (IDOT 4120.04) — 5" - ROAD STONE (3") 12" MIN. SCARIFIED AND COMPACTED SUBGRADE GRAVEL PARKING LOT SECTION SCALE - NTS Drop Curb Heights - Residential: 0" to 2" Commercial/Industrial: _ a 1Y" to 3" Driveway 1 18" 112"� TYPICAL SECTION 100'-0" max. Flow TYPICAL SILT FENCE INSTALLATION FOR PERIMITER CONTROL Driveway radius (R). Residential: 10 foot minimum,15 foot maximum. Commercial and industrial: As specified in the contract documents. Transition the curb height to 0 inches at end of taper/radius or at the front edge of sidewalk. Do not extend raised curb across sidewalk. Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum. Sidewalk thickness through driveway to match thickness of driveway. Center reinforcing bar vertically in the pavement. Match thickness of adjacent roadway, 8 inches minimum. Provide 'E' joint at back of curb unless 'B' joint is specified. For alleys, invert the pavement crown 2% toward center of alley. Target cross slope of 1.5% with a maximum cross slope of 2.0%. If specified in the contract documents, construct the sidewalk through the driveway 5 feet wide to serve as a passing space. CI If cross slope of adjacent sidewalk panel exceeds 2.0%, remove and replace to transition from existing sidewalk to sidewalk through driveway. If elevation change requires a curb ramp, comply with Figure 7030.205; verify need for detectable warning panel with Engineer. CI Transition street curb at minimum 1:1 slope to meet driveway curb. 0 Insert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). 02 Install silt fence for perimiter control with a maximum run length of 100 feet. At the downstream end of each run, turn the silt fence up the slope for 20 feet as shown to construct a 'J-Hook' to contain runoff. At the contractor's option, the silt fence may terminate and restart at the J-hook or may be installed continuously through the J-hook. ATTACHMENT TO POST SILT FENCE Wire or Cable Ties 9040.119 m 0 c 7J m O O m m m N 0 N Silt fence spacing as specified in — tract documents 'T' Steel - Fence Post 4'-0" min. Silt Fence BEAM CURB* BEAM CURB TYPICAL DETAIL SCALE - NTS 'E' Joint if Transverse` 'B' Joint if Longitudinal 'E' Joint if Transverse` 'B' Joint if Longitudinal Adjacent Pavement — TRENCH DRAIN (SUDAS SW-521) SCALE - NTS Ground Contours Silt Fence SECTION A -A 200'-0" max. TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) See plans for spacing. Ground Line // /// /// / /// /_/, // /// /// TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) Install silt fence parallel to the ground contour when required on a slope. Fabric DETAIL A Adjacent Pavement J Adjacent Pavement Ground Line FORM GRADE ELEV. R 3" Slope as per plans 6" STANDARD CURB 6" STANDARD CURB AND GUTTER DETAIL SCALE - NTS 6 inches or same as thickness of adjacent pavement, whichever is greater. Linear Trench Drain. minimum 1 longitudinal slope to outlet For joint details, see PV-101. Slope same as adjacent pavement. Width as determined by manufacturer. Minimum 6 inches. pInsert 12 inches of fabric a minimum of 6 inches deep (fabric may be folded below the ground line). 0 Reduce post spacing to 5 feet at water concentration areas, or as required to adequately support fence. 0 Place silt fence continuously along a constant elevation for a maximum run of 200 feet. At the end of each run, construct a 'J-I-look' to contain runoff by turning the silt fence up the slope for a length of 20 feet as shown. At the contractor's option, the silt fence may terminate and restart at the J-hook or may be installed continuously through the J-hook. 8'-0" Spacing DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES SILT FENCE 2025 Edition 9040.119 CURB RUNOUT FOR ALL CURBS CURB TRANSITION SCALE - NTS (o) 0 p V) 0 N U E cL J r J uJ J U (258014) rageeJ/ UI X-12"SAN X-12"SAN — — — X-12"SAN — — r" X-12"SAN — — — X-12"SAN X-12"SAN — — — X-1J:'SAI — — X12"SAN — y — X-12"6AN 80 SQ YD STABILIZED CONSTRUCTION ENTRANCE w / -AJ-2"SAN--- fl A-I2 SAN iiii� i7w7� �7777 777/77` // // O� 00000/O// // // „ / - X-i2 SAN CONCRETE WASHOUT PORTABLE RESTROOM PROPOSED BUILDING 50,400 SF FFE: 875.85 o oo ol oroo,0 OOOOOOOOOOOOOOOOOOOOOOOOO�• 0 0OOOO0 0 0- OOOOOOOO0 0 0 0p 4.0 � 00VIP 00-0D0000000o00 o-0-QOo0o0o0000000000040000060000o1♦oOc?, Oc o- o -- _o . � s— o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,A, 0 ejedewlfi 11/ 0000000000000000000000000000000000o0o0oQo0o 00000000000000000000000000000000000000000�. OOOOOOOOOOOO�O' 000000/00c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0c_ 0/0� 0000000000000000' 0 00000tD00c$0 r®�999999,9,9000000 iI co 1� 0 0 000000000000000�000� ������o��o����' /moo O O O O O O 0 �► O_ 000000000000000��0 �0000000000000000� r 00�0�� 'Q 00000000000000000000000000000�0oOo0o0oED-c O•OO�O�OOOOOOO O O O 0' O 0 0 0 0 0 Oo0o0o000000000000000000000000000000000c:A1MP .1P* w w a 1/2.2*_IL a_ da.dii.di.la GENERAL SWPPP NOTES: 1.) EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE STANDARDS SET FORTH BY LOCAL, STATE, AND FEDERAL AUTHORITIES. 2.) THE SOIL EROSION CONTROLS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY 0.25 INCH (OR GREATER) RAIN EVENT. A WRITTEN LOG OF THESE INSPECTIONS AND IMPROVEMENTS TO SITE CONTROLS SHALL BE KEPT ON -SITE. THESE LOGS SHALL INCLUDE THE DATE OF INSPECTION, NAME OF INSPECTOR, OBSERVED WEATHER CONDITIONS, CORRECTIVE ACTIONS TAKE TO CORRECT EXISTING PROBLEMS AND THE DATE THAT THE ACTIONS TOOK PLACE. 3.) TEMPORARY SOIL STABILIZATION SHALL OCCUR IMMEDIATELY AFTER ROUGH GRADING IF THE AREA IS TO REMAIN IDLE LONGER THAT 14 DAYS. ANY DISTURBED AREA THAT WILL NOT BE WORKED ON WITHIN THE NEXT 14 DAYS MUST BE SEEDED AND MULCHED. 4.) SITE CLEANUP WILL BE DONE IN A MANNER THAT ENSURES THAT EROSION CONTROL MEASURED ARE NOT DISTURBED. 5.) CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO REDUCE THE AMOUNT OF DISTURBED AREA AT ANY POINT IN TIME. OPERATIONS SHALL BE SCHEDULED AND PERFORMED ENSURING THAT PREVENTATIVE SOIL EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION IN CRITICAL AREAS. OPERATIONS SHALL BE SCHEDULED AND PERFORMED TO ENSURE TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING OPERATIONS. CONTRACTOR SHALL REDUCE EFFECTS OF STORM WATER BY USING BEST MANAGEMENT PRACTICES LAID OUT IN SUDAS SECTION 9040. 6.) TRENCHES FOR UNDERGROUND UTILITY LINES AND PIPES SHALL BE TEMPORARILY STABILIZED WITHIN 7 DAYS IF THEY ARE TO REMAIN INACTIVE FOR 14 DAYS. TRENCH DE -WATERING DEVICES SHALL DISCHARGE IN A MANNER THAT FILTERS SOIL -LADEN WATER BEFORE DISCHARGING IT TO A RECEIVING DRAINAGE DITCH OR POND. IF SEEDING, MULCHING OR OTHER EROSION AND SEDIMENT CONTROL MEASURES WERE PREVIOUSLY INSTALLED; THESE PROTECTIVE MEASURES SHALL BE REINSTALLED. PIPELINES WITH JOINTS THAT ALLOW A MANUFACTURED LENGTH OF PIPE TO BE PLACED IN THE TRENCH WITH THE PIPE JOINT ASSEMBLED/MADE IN THE TRENCH REQUIRE AN OPEN PIPELINE TRENCH THAT IS ONLY SLIGHTLY LONGER THAN THE LENGTH OF THE PIPE BEING INSTALLED. THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT ANY TIME SHOULD NOT BE GREATER THAN THE TOTAL LENGTH OF PIPELINE/UTILITY THAT CAN BE PLACED IN THE TRENCH AND BACKFILLED IN ONE WORKING DAY. NO MORE THAN 50 LINEAR FEET OF OPEN TRENCH SHOULD EXIST WHEN PIPELINE/UTILITY LINE INSTALLATION CEASES AT THE END OF THE WORK DAY. 7.) WHEN USING CONSTRUCTION EQUIPMENT PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT THEY ARE NOT PROMOTING SOIL EROSION. 8.) SILT FENCE SHALL BE A MINIMUM 2 FEET FROM THE PROPERTY LINE IN ARES WHERE WORK IS NEAR ADJACENT PROPERTIES. 9.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY AFTER FINAL GRADING. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED, AT WHICH POINT TEMPORARY MEASURES SHALL BE REMOVED. PERMANENT VEGETATION IS A GROUND COVER THAT IS DENSE ENOUGH TO COVER 80% OF THE SOIL SURFACE AND MATURE ENOUGH TO SURVIVE WINTER WEATHER CONDITIONS. 10.) THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A PERMANENT ON -SITE BENCHMARK PRIOR TO CLEARING, GRUBBING, AND/OR DEMOLITION ACTIVITIES. 11.) NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO THE STORM -WATER RUNOFF. 12.) SOLID, SANITARY, AND TOXIC WASH SHALL BE DISPOSED OF IN A PROPER MANNER IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. BURNING, BURYING, POURING ONTO GROUND, OR INTO STORM SEWER ARE ALL PROHIBITED ACTIONS. ITEMS INCLUDE, BUT ARE NOT LIMITED TO SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS AND OTHER SUCH TOXIC OR HAZARDOUS WASTE. 13.) WASH OUT OF READY -MIX CONCRETE TRUCKS SHOULD OCCUR IN THE DESIGNATED AREA WHERE THE WASHING CAN COLLECT AND BE DISPOSED OF PROPERLY WHEN IT HARDENS. 14.) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE IOWA DNR. EROSION CONTROL NOTES: 1.) THE SWPPP PLAN IS CONSIDERED TO BE A LIVE DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION ON THE PROJECT SITE, INSTALLING, AND UPDATING LOCATION ON THIS PLAN OF THE THE FOLLOWING ITEMS: • SPILL KIT • STABILIZED CONSTRUCTION ENTRANCE • SOIL AND TOPSOIL STOCKPILE AREA • PORTABLE TOILETS- SHALL BE STAKED DOWN • WASTE DISPOSAL AREA • CONCRETE WASHOUT AREA 2.) EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SUDAS SECTION 9040 AND THE FOLLOWING FIGURES: • COMPOST BLANKET: FIGURE 9040.101 • FILTER BERM AND FILTER SOCK: FIGURE 9040.102 • WATTLE FIGURE 9040.105 • SILT FENCE: FIGURE 9040.119 AND IDOT EC-201 • STABILIZED CONSTRUCTION ENTRANCE: FIGURE 9040.120 • INTAKE PROTECTION: IDOT STANDARD ROAD PLAN EC-204 CONSTRUCTION SEQUENCE: 1.) INSTALL SILT FENCE AND EXISTING INTAKE PROTECTION. 2.) INITIAL DEMOLITION. 3.) INSTALL UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE TV, ETC.) 4.) FINAL GRADE SITE. 5.) INSTALL PAVEMENT, CURB, AND OTHER HARDSCAPES. 6.) ESTABLISH PERMANENT VEGETATION IN ALL DISTURBED AREAS. 7.) REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. LEGEND PCC PAVEMENT GRAVEL PARKING LOT SEED AND MULCH (OR CITY APPROVED EQUAL) INLET PROTECTION SILT FENCE 3" COMPOST BLANKET NORTH 60' 120' LEGEND Existing Proposed BOUNDARY LINE EASEMENT LINE PROPERTY LINE S SECTION/R.O.W. LINE SETBACK LINE —000 — —000 — CONTOUR LINE — E — — E — ELECTRIC LINE x x F FENCE LINE — FO — FO — FIBER LINE — G — — G — GAS LINE oHU oHU OVERHEAD UTILITY LINE —X-SAN— — SAN — SANITARY SEWER LINE SILT FENCE LINE —, o —x-ST — ST — STORM SEWER LINE T — — T — TELEPHONE LINE TV — — TV — TELEVISION LINE — x-W — — W — WATER LINE o 0 PROPERTY CORNER • • BENCH MARK CONIFEROUS TREE 0 DECIDUOUS TREE © © GAS MANHOLE A A GAS VALVE 7 ©s SANITARY MANHOLE SIGN o 0 STORM INTAKE © STORM MANHOLE ❑T TELEPHONE PEDESTAL c 0 UTILITY POLE V WATER HYDRANT .o 46' WATER SHUT OFF n P WATER VALVE N 00 L ° � I � d7 0 U p N 0 N U 0 r Revisions 258014)Idge 430 UI APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", "B-P", "S-1" OR "C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment Individual Building Minor change (check one) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's nan — Business Name if Applicable (please print): ] StOOO e5 � Phone:31Q 5C00 State: 1.411C Zip: O C 4 14 • C PYY1 b. Status of applicant: (a) Owner y (b) Other (CHECK ONE): If other explain: c. Property owner's name if different than above (please print): Address: Phone: Fax: City: State: Zip: Email: 2. PROPERTY INFORMATION: a. General location of site plan to be amended: L, ti r.O_c- Cr 1..) c p �• b. Legal description of property or portion to be amended: Se,1 k- c. Dimensions of proposed site plan amendment: Nye-1.1-u1 d. Area of proposed site plan amendment: Se z_ A� .► , a 3 _ e. Current zoning: rM - f. Reason(s) for site plan amendment and proposed use(s) of property: g. Conditions (if any) agreed to (does not affect existing conditions unless specified): NI ) ja h. Other pertinent information (use reverse side if necessary): �l�q Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of $200 (for new or overall amendment), $100 (for individual Building), or $0 (for minor change) (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the pro in gyestion in regards to the request. Signature of Aplicant Signature of Owner Date Date Page 439 of 638 CITY OF ATERLOO J COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT MEETING DATE Kelley Felchle, City Clerk April 21, 2025 City Clerk Department AGENDA ITEM TITLE Resolution approving a Master Services Agreement with OpenGov for building permit and inspections software, in the amount of $112,340.17 for subscription and implementation, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The Building & Inspection Department is seeking approval to move forward on a partnership with OpenGov to replace the current permitting software being used by the City. The current system hinders the City's ability to deliver modern services, enhance transparency and interdepartmental communication, foster collaboration, provide best -in -class support, and enable data -driven decision - making. Some of the issues include a lack of public portal, challenges for applicants to submit, track, pay and manage inspections, limited reporting for City metrics, manual and repetitive paper processes causing an increase in staff work and permit processing, difficulty communicating internally and with applicants and a lack of overall support from current solution. For over six months, representatives from the City Clerks office, Building and Inspections, Engineering and Informational Technology have done in-depth evaluations and demonstrations of several potential platforms. These platforms include Accela,Tyler, CivicPlus, Elements and OpenGov. After a lengthy review process, the Staff believes that OpenGov offers the best solution to not only meet but exceed the City's current and future goals and objectives. EXPECTED BENEFITS • Modernized Processes: Transitioning from outdated, manual processes to streamline digital workflows for building permits and inspections. • Increased Efficiency: Automating tasks, reducing manual effort for City staff, decreasing email, call, walk-in requests and allowing them to focus on more strategic initiatives. • Enhanced Transparency: Providing the public with easier access to City operational processes through online portals and interactive tools. • Improved Citizen Engagement: Offering online platforms for permit applications, payments, and tracking, leading to a better experience for residents and businesses. • Data -Driven Decision Making: Utilizing OpenGov's analytics and reporting tools to gain insights into City operations and make more informed decisions. Page 440 of 638 • Streamlined Permitting and Licensing: Simplifying the application, review, and issuance processes for permits and licenses, benefiting both applicants and city staff. The proposed agreement includes: • Annual subscription for unlimited Waterloo staff users • Unlimited record types for the Building and Inspection Department • Easy to use public portal • Implementation services and in-depth staff training • Data Migration from existing system • Integrations: Master Address Table (MAT), ESRI ArcGIS Server, GIS Flag, Autofill, Single Sign On (SSO), • Accounting and Finance Export • Document Management Access • Reporting and Data Transparency • Regular software updates and enhancements NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES The three-year partnership includes an annual subscription cost starting at $61,741.77 and a one- time implementation cost $50,598.40. This investment will modernize the City's Building and Inspection permitting processes, improve interdepartmental coordination, provide technology to empower the City staff, enhance service delivery and drive revenue to the community. Initial payment will be paid for with bonds. Software funding in future fiscal years will come from Building/Engineering/IT/Clerk department funds through cancelation of existing software contracts. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS None Page 441 of 638 Page 442 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Randy Bennett, Public Works Division Manager Waste Management Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving a Supplemental Agreement No. 7 with AECOM of Waterloo, Iowa in the amount of $150,000.00, originally executed on April 8, 2015, in conjunction with the planning and engineering services to assist the Waste Management Services Department, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approve Resolution SUMMARY STATEMENT AND BACKGROUND INFORMATION Resolution approving a Supplemental Agreement No. 7 with AECOM of Waterloo, Iowa in the amount of $150,000.00, originally executed on April 8, 2015, in conjunction with the planning and engineering services to assist the Waste Management Services Department, and authorizing the Mayor to execute said document. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 443 of 638 ATTACHMENTS 1. SA7 Waterloo WM Planning and Engineering Page 444 of 638 AECOM AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com PLANNING AND ENGINEERING SERVICES CITY OF WATERLOO, IOWA SUPPLEMENTAL AGREEMENT NO. 7 WHEREAS, a Professional Services Agreement was entered into between the City of Waterloo, Iowa (Client), and AECOM Technical Services, Inc. (ATS) of Waterloo, Iowa, dated September 8, 2015, for Planning and Engineering Services to assist Waste Management Services Department for the City of Waterloo, Iowa; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 1 on April 1, 2019, for continuation of Planning and Engineering Services through the end of the current fiscal year; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 2 on October 22, 2019, for continuation of additional Planning and Engineering Services for the current fiscal year; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 3 on December 7, 2020, for continuation of additional Planning and Engineering Services for the current fiscal year; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 4 on March 21, 2022, for continuation of additional Planning and Engineering Services for the current fiscal year; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 5 on June 5, 2023, for continuation of additional Planning and Engineering Services for the current fiscal year; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 6 on August 19, 2024 for continuation of additional Planning and Engineering Services for the current fiscal year. WHEREAS, the Client and ATS now desire to enter into Supplemental Agreement No. 7 for continuation of additional Planning and Engineering Services for the current fiscal year. Project Description The project is to provide additional planning and engineering services to assist the Waste Management Services Department and Engineering Department for wastewater collection and treatment -related projects and tasks. II. Scope of Services The Scope of Services to be provided under this supplemental agreement is as follows: The work to be performed by ATS will include work, materials, equipment and supplies necessary to continue to provide the services described in the tasks defined below similar to previous years. Task 1 - Evaluating Records and Associated Costs. Assist in evaluating existing records to establish the current costs for various activities performed by the Waste Management Services Department as requested. The current wastewater services activities include the sanitary sewer collection system maintenance and flood control. The breakdown of the costs for these activities will include estimates for the cost for each of the above areas for Page 445 of 638 AECOM Page 2 both residential/commercial flows and industrial flows. This information will be helpful in evaluating proposed industrial expansions, economic development opportunities and rates. Task 2 - Public Meetings. Provide liaison with the City Council regarding Waste Management Services issues. This task will include attending Council meetings, committee meetings and other public meetings to discuss issues relating to Waste Management Services, when necessary. Task 3 - Regulatory Assistance. Provide liaison with regulatory agencies associated with Waste Management Services. The agencies currently involved in these services include the Iowa Department of Natural Resources (IDNR), the Environmental Protection Agency (EPA) and the U.S. Army Corps of Engineers (USACE). Task 4 - Funding Application Assistance. Assist in pursuing funding opportunities with various potential funding sources. This task will include reviewing potential grant and/or loan opportunities and assist in preparing grant and/or loan applications which may benefit the Client in Waste Management Services activities. Task 5 - Capital Improvement Development. Assist in developing a Capital Improvements Plan for Waste Management Services, including projects needed to meet regulatory requirements, resolve existing problems, and maintain existing programs and services. The Capital Improvements Plan will provide a means to estimate future costs which may be used in evaluating bond schedules, funding opportunities and rates. Task 6 - Sanitary Sewer System Planning Assistance. Develop a priority system for implementing improvements in the Client's sanitary sewer collection system. The existing system experiences significant flow increases during wet weather conditions. The need to reduce the flows has been a long-standing need, and the Client has taken significant steps in reducing these extraneous flows in the past. Significant improvements remain to reduce wet weather flows to stay within the system capacity. Sanitary sewer improvements are needed in the public right-of-way and on the private property side to reach the goal of eliminating sanitary sewer overflows and sewer back-ups. This task will assist in prioritizing the sanitary sewer improvements and continuing with the long-range plan to implement the needed improvements. In addition, this task will assist the Client in continuing with the program and policy to address private source infiltration and inflow sources for future and existing portions of the sanitary sewer system. Task 7 - Assist Department/City with Funding Priorities. Coordinate closely with the other City departments (engineering, finance and planning) in developing the Client's Waste Management Services Capital Improvements Plan, priorities and funding issues. Task 8 - Assist with CMOM Activities. Assist the Client's WPCF staff updating and implementing the Capacity, Management, Operation and Maintenance (CMOM) Program for the wastewater treatment and collection system(s). Task 9 - Assist with Inflow and Infiltration Evaluations. Assist the Client in monitoring the ordinance to eliminate extraneous flows from the sanitary sewer system, including footing drains and sump pump connections. Task 10 - Evaluating Options for Wastewater Treatment and Collection System. Assist the Client in evaluating options for operating the Client's wastewater treatment and collection system(s). Page 446 of 638 AECOM Page 3 Task 11 - Engineering Tasks. Assist the Client in small miscellaneous engineering tasks as requested. Task 12 — Update Existing Hydraulic Model in Coordination the City's Infrastructure Improvements that have occurred since 2015. The City's existing sanitary sewer hydraulic computer model was created in 2015 and 2016. Since that time, there have been a number of sanitary sewer infrastructure improvements that have been completed within the City. This task would be to coordinate with the City on infrastructure improvements that have occurred since then and add those to the model. Once added, field validation of the modeling results would need to occur. AECOM will work with the City reviewing their existing flow metering information and flow data results as part of this validation. Based on validation information, it will be determined if recalibration is necessary within the system. The original model is based on XPSWMM software from 2014 as was required by USEPA and Iowa DNR. This version of the XPSWMM software is no longer supported by the software vendor. AECOM recently updated the model to the 2020 version of the XPSWWM software. A future software upgrade will be needed to verify data for the model stays intact and accessible. Task 13 — Miscellaneous Hydraulic Modeling. Perform hydraulic modeling analysis for the sanitary sewer system on an as -needed basis, as requested by Client. Task 14 - Diffuser Performance and Bathymetric Analysis. Provide engineering services, as requested by the client, for wastewater diffuser performance and bathymetric analysis. Task 15 - Update Sanitary Sewer Master Plan. Assist the Client to update the City's Sanitary Sewer Master Plan with past progress and revised future project priorities. III. Compensation Compensation for the above services will be on an hourly basis in accordance with Part VI of the original agreement and shall be integrated with the fees in the original agreement and Supplemental Agreement Nos. 1, 2, 3, 4, 5 and 6. The estimated fee is One Hundred Fifty Thousand Dollars ($150,000.00). Page 447 of 638 AECOM Page 4 In all other respects, the obligations of the Client and ATS shall remain as specified in the Professional Services Agreement dated September 8, 2015. IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 7 as of the dates shown below: AECOM TECHNICAL SERVICES, INC. By e�Z�ll i� ( c .0 L�F''f Michelle M. Sweeney, PE, OE Associate Vice President CITY OF WATERLOO, IOWA Date 4/7/2025 By: Date Quentin Hart Mayor L:\Secure_DCS\Administration\AGREE\SUPPLE\SA7 Waterloo WM Planning and Engineering.doc Page 448 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Steven Kjergaard, Director of Aviation Airport Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving a three-year agreement between the Waterloo Regional Airport and GateKeeper Systems, Inc., of Eagan, Minnesota, in the amount of $5,600.00 plus $2,000.00 implementation fee in year one; $5,650.00 in year two; $5,700.00 in year three, for specialized software used to track required Terminal and Airfield inspections, 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 Page 449 of 638 ATTACHMENTS 1. APP 139 AGREEMENT for Waterloo Regional Airport Page 450 of 638 GATEKEEPER SYSTEMS, INC. APP- 139 SUBSCRIPTION AGREEMENT THIS APP-139 SUBSCRIPTION AGREEMENT (the "Agreement") is made by and between GateKeeper Systems, Inc., a Minnesota corporation, having its principal place of business at 880 Blue Gentian Road, Suite 140 Eagan, Minnesota 55121 ("GSI") and Waterloo Regional Airport ("Customer"), a body corporate and politic, having its principal place of business at 2790 Livingston Ln, Waterloo, IA 50703. WHEREAS, GSI is in the business of providing specialized airport software to airports; and WHEREAS, the United States Federal Aviation Administration ("FAA") requires all commercial service airports to conduct airfield inspections ("Inspections") to insure that the airport is maintaining compliance with the FAA's security and operational requirements and to maintain reports of such inspections (the "Inspection Data"); and WHEREAS, GSI has developed its proprietary web -based App-139 computer software system ("App-139") to receive, store, and transmit GIS imagery and Inspection Data to assist airports in complying with the FAA's Inspection and Inspection Data requirements, all as more fully described at www.app-139.com. NOW, THEREFORE, in consideration of the foregoing, the parties hereby agree as follows: 1. SUBSCRIPTION FOR SERVICES. GSI will provide Customer with unlimited access to App-139 for Customer's own use during the term of this Agreement. This subscription agreement includes the following services to create an instance of the App-139 software for the Customer's airfield: a. License to App-139 Software. Including desktop and mobile versions b. Hosted computer server environment and equipment c. System support and maintenance d. Implementation services including installation, configuration, training, testing and documentation. 2. TERM. The term of this Agreement shall commence on the Start Date and terminate on the End Date, as both dates are set forth on Schedule A. Customer may terminate this Agreement without cause at any time upon ninety (90) days' notice to GSI. However, Customer shall not be entitled to any refund of the annual subscription fee for the term year in which such termination occurs. The contract may be renewed for additional periods upon mutual written consent of both parties. 3. PRICE. The annual subscription fee payable by Customer for App-139 is set forth in Schedule A and is payable at the commencement of each year during which this Agreement remains in effect. GSI reserves the right to increase the annual subscription fee after the initial term of this Agreement. 1 Page 451 of 638 4. CUSTOMER RESPONSIBILITIES. Customer is responsible for all activity occurring under Customer's account and shall abide in all material respects by all applicable local, state, national and foreign laws, treaties and regulations in connection with Customer's use of App-139. Customer shall be solely responsible for protection of its transmission facilities, premises, equipment, the integrity of its data entered on App-139, and it's ID(s), password(s), user name and the like, from all unauthorized access or use. Customer is not authorized to allow 3rd party use of App-139 without prior GSI authorization in writing. Customer shall use reasonable measures commensurate with accepted industry standards for such protection. Customer acknowledges that the interne, cellular telephone network, or any wide -area communication network that may be utilized ("WAN") for the operation of App-139 is not a secure or an error free network and that transmissions made on the WAN may not be completed or may contain errors or omissions. The WAN, or portions thereof, may become inaccessible or inoperable, in whole or in part, at any time or from time to time. 5. TAXES. Customer shall be responsible for all taxes on the App-139 annual subscription fee, exclusive of taxes based solely on GSI' s net income. Customer will reimburse GSI for all sales, use, or exercise taxes assessed by any taxing authority, whether such taxes are invoiced initially to Customer or assessed retroactively based upon audits by any governmental taxing authority. If Customer is exempt from state sales taxes it shall provide GSI with an exemption certificate prior to the execution of this contract. 6. WARRANTY/MAINTENANCE AND LIMITED REMEDY. GSI warrants that during the term of this Agreement that App-139 will meet the following service level standards: Definitions: For purposes of this Warranty: 1. Cloud Server: Customer's unique virtual machine instance 2. Cloud Server Host: means the physical server which hosts Customer's cloud server; 3. Data Center Network: means the portion of the utilized network extending from the network egress point of Customer's cloud server host to the outbound port of the data center border router; 4. Scheduled Maintenance: means system maintenance that is announced at least ten business days in advance and includes software updates and/or upgrades. Network Data Center Network will be available 99% of the time in any given monthly period, excluding Scheduled Maintenance. Data Center Infrastructure Data Center HVAC and power will be functioning 99% of the time in any given monthly period, excluding Scheduled Maintenance. Infrastructure downtime exists when the host server's downtime occurs as a result of power or heat problems. Cloud Server Hosts 2 Page 452 of 638 If a cloud server host fails, restoration or repair will be complete within one hour of problem identification. Backup In order to minimize the risk of data loss, Customer's data will be backed up multiple times per day and stored on a separate server. A complete system backup will be done on a weekly basis. Migration If a cloud server migration is required because of cloud server host degradation, GSI will notify Customer at least 24 hours in advance of beginning the migration, unless GSI determines in its reasonable judgment, that GSI must begin the migration sooner to protect Customer's cloud server data. Either way, GSI guarantees that the migration will be complete within three hours of the time that GSI begins the migration. Maintenance Services Under this Agreement, GSI will maintain in good working order the computer software licensed to the Customer and known as the GateKeeper Systems App-139 software and other related software components supplied by GSI. This software is used in the operation of FAA required daily airfield inspections and herein after referred to as "Covered Software." Software Support Services GSI is providing both the server hardware and application software required to operate the APP-139 software module. GSI will provide software support to Customer's personnel as necessary to eliminate or correct system/software malfunctions and return the system/software to normal operation. The categories of software support to be provided under this contract include: • Response to System Problems: GSI will provide on-line telephone support to Customer's personnel as needed each month for the period of the contract to remotely diagnose and make required changes to the Covered Software. Support will be provided by qualified GSI personnel familiar with the App-139 software version installed at the Airport site. • Software Configuration. GSI will make routine configuration changes to the system as needed by the airport for items such as, but not limited to, Users, Facilities, Conditions, security settings. • System Updates: GSI will install "Critical Updates" and Service Packs for the Microsoft operating and SQL database software. • Software Upgrade: The Covered Software will be "upgraded" to the most recent version as a part of this contract. Customer's staff will be notified of the scheduling of these upgrades, system downtime and any tasks required of the Customer. Support Availability Telephone support is available 24 hours per day and 7 days per week for the term of this subscription Agreement. Support Request Procedure 3 Page 453 of 638 Customer shall identify in writing at the initiation of this Agreement Customer's, personnel authorized to request software assistance. When assistance is required, the responsible individual should call GSI as follows: GateKeeper Emergency Support: (866) 688-3404 This number should be used only for support issues that need immediate resolution. This number is answered 24 hours per day, 365 days per year. If the support specialist answering the phone cannot address the problem, the operator will record information about the request or problem and immediately contact the best available GSI specialist to respond. GateKeeper Non -Emergency Support: (651) 365-0700 This number should be used during normal business hours for issues or questions that do not need immediate resolution to maintain system operation. app139support@gksys.com can also be used for Non - Emergency support issues or questions. Response Time GSI provides customers covered under an annual maintenance agreement with priority support response times. GSI will respond to issues immediately during normal working hours (8:00 am to 5:00 p.m. Monday through Friday local Minneapolis time) at all other times (nights, weekends, holidays, etc.) a response will be made within 1.5 hours by a qualified software specialist. Customer Responsibilities Customer personnel making a request for assistance should be prepared to provide detailed information regarding the problem experienced, actions already taken to remedy the problem and current operating condition of the software and entire system. Customer personnel making the phone request should be prepared to work with GSI personnel as necessary for the duration of the phone call. Exclusions • On -site support • Formal training of Customer's personnel on the operation of the system other than responding to specific questions. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER EXPRESSED AND IMPLIED WARRANTIES. GSI MAKES NO OTHER WARRANTIES OF ANY KIND, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. In the event of any breach of this limited warranty, GSI's sole liability and Customer's sole remedy shall be that GSI will provide to Customer a credit for the annual Subscription Fee paid by Customer pro -rated to the amount of time App-139 was unavailable for Customer's usage. 7. INDEMNIFICATION To the extent permitted by applicable law in Customer's jurisdiction, Customer agrees to indemnify, defend, and hold GSI harmless from any third -party claims, damages, costs and expenses (including reasonable attorney's fees) arising out of or related to the use by Customer of App-139. 4 Page 454 of 638 GSI agrees to indemnify, defend, and hold Customer harmless from any third -party claims, damages, costs and expenses (including reasonable attorney's fees) for bodily injury, death, or damage to tangible personal property arising out of or related to GSI's performance under this Agreement or that that App-139 infringes any intellectual property right of any third party. 8. LIMITATION OF LIABILITY. EXCEPT AS SET FORTH IN SECTION 7, "INDEMNIFICATION" ABOVE, IN NO EVENT WILL EITHER PARTY BE LIABLE FOR ANY INDIRECT, INCIDENTAL, LOSS OF PROFIT OR GOODWILL, CONSEQUENTIAL OR OTHER DAMAGES RESULTING FROM OR IN CONNECTION WITH CUSTOMER'S USE OF APP-139 OR ANY OTHER MATTER ARISING OUT OF OR RELATED TO THIS AGREEMENT. This limitation of liability includes, but is not limited to, any damages caused by: (1) the integrity of the data supplied by Customer in Customer's transmissions; or (2) fees, fines, or penalties assessed against Customer by any federal, state or local regulatory agency. Except for GSI' s breach of its indemnification obligations as set forth in Section 7, GSI' s entire liability to Customer or any other party for any loss or damage resulting from any claims, demands, or actions arising out of or related to this Agreement or the failure of App-139 to function properly shall not exceed the amount of GSI's available insurance coverage. 9. DATA OWNERSHIP, SECURITY AND PROTECTION. Inspection Data As between the parties, Inspection Data is and shall remain the sole and exclusive property of Customer. No Inspection Data will be sold, assigned, leased, licensed, disclosed or otherwise disposed of to third parties or commercially exploited by GSI. 10. DATA SECURITY 10.1 GSI will establish and maintain safeguards against the unauthorized access or use, destruction, loss or alteration of Inspection Data in the possession or control of GSI or its agents or subcontractors which are no less rigorous than industry -standard measures and which are no less rigorous than those maintained by GSI for its own data of a similar nature. 10.2 Without limiting the generality of the foregoing, GSI will use commercially reasonable efforts to guard against the unauthorized access, alteration, use or destruction of Inspection Data. Such measures will include the installation of software that: (a) requires all users to enter a user identification and password prior to gaining access to App-139; and (b) controls and tracks the addition and deletion of users. 11. GENERAL. Neither party may assign this Agreement or any of the rights under this Agreement without prior written consent of the other party. Any attempt to do so is void. This Agreement represents the entire agreement between the parties with respect to the subject matter hereof. This Agreement may not be modified except in writing, signed by both parties. 5 Page 455 of 638 Neither party will be liable for its inability to perform to the extent caused by conditions beyond its reasonable control, including but not limited to environmental conditions at the other party's premises, its third -party provider or other contractors, labor disputes, perils or other hazards, provided that such party shall resume performance as promptly as possible after such condition or occurrence has been resolved. If any portion of this Agreement is held invalid, such invalidity shall not affect the remaining portions of this Agreement. The parties agree to replace the invalid portion with a valid provision that most closely reflects the intent and economic effect of the invalid provision. Failure or delay by either party to exercise any right, power, privilege or remedy will not constitute a waiver thereof. Any provision contained herein that by its nature could reasonably be construed to survive expiration of this Agreement shall so survive. This Agreement shall be governed by and construed according to the laws of the state where Customer's principal place of business as stated at the beginning of this Agreement is located. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original but all of which together shall constitute one and the same instrument. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized representatives. GateKeeper Systems, Inc. By: Printed:_Jamie Beiswanger Title: National Sales Manager Date: 4/8/2025 Customer By: Printed: Title: Date: 6 Page 456 of 638 Schedule A Airport Name: Waterloo Regional Airport Airport ID: ALO Enplanement Category: under 50.000 Term of the Agreement: Full Production Start Date: May 1, 2025 Annual Renewal Date: May 1 Modules Included: End Date: April 30, 2028 Base Software Y Premium Package Y Pricing: Annual App-139 Subscription Fee: Year #1 $5,600 Year #2 $5,650 Year #3 $5,700 Other Fees: Implementation Fee - One Time: $2,000 Other: Total Payment Due: Year #1 $7,600 Year #2 $5,650 Year #3 $5,700 Billing Information: Form of invoice desired: Paper Copy E-Mail copy Contact Person: Mailing Address: Phone Number: E-Mail Address: 7 Page 457 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Todd Derifield, Leisure Services Interim Director Leisure Services Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving a revised Refundable Advance for Construction of Underground Electric Service Extension, originally approved by council on September 3, 2024 by Resolution No. 2024-534, in the amount of $27,570.50 for use with MidAmerican Energy, for electric distribution to serve reconstructed pool at 801 Campbell Avenue, in conjunction with the FY 2024 Byrnes Aquatic Center Project, Contract No. 1077, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The proposed revised agreement would allow for the underground extension of electrical services for the FY 2024 Byrnes Aquatic Center Project, Contract No. 1077. The original agreement was approved September 3, 2024, but the 90-day proposal timeline was inadvertently missed, negating the agreement. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 458 of 638 ATTACHMENTS 1. MidAmerican One Year Refundable - Incremental UG 3214451 Revision II_encrypted_ (1) Page 459 of 638 NIIDANIERICAN ENERGYCOMPANY Obsessively, Relentlessly At Your Serrite" April 8, 2025 Waterloo Leisure Services Attn: Travis Nichols TRAVIS.NICHOLS @WATERLOO-IA.ORG MidAmerican Energy Attn: Brad Ballard PO Box 657 Des Moines, IA 50306 Reference: Electric distribution to serve a reconstructed pool at 801 Campbell Ave. in Waterloo, IA. MX: 3214451 Revision II Dear Travis: We are pleased to submit the Refundable Advance for Construction Underground Electric Service Extension Proposal 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 515-252-6707. Sincerely, MidAmerican Energy Company -e,,,,,di/ e.ii,,,,, Brad Ballard Customer Project Coordinator II Enclosures Page 460 of 638 NIIDANIERICAN ENERGYCOMPANY Obsessively, Relentlessly At Your Serrite" MidAmerican Energy Attn: Brad Ballard PO Box 657 Des Moines, IA 50306 MIDAMERICAN ENERGY COMPANY REFUNDABLE ADVANCE FOR CONSTRUCTION UNDERGROUND ELECTRIC SERVICE EXTENSION PROPOSAL MX: 3214451 Revision II MidAmerican Energy Company ("MidAmerican"), an Iowa corporation and Waterloo Leisure Services ("Applicant"), agree as follows: 1. MidAmerican will extend its electric lines underground to serve 3PHS, 277/480V to a reconstructed pool at 801 Campbell Ave. in Waterloo, IA as shown on the attached drawings. 2. MidAmerican will furnish the necessary labor and materials required to fulfill its undertaking, as specified above. Such work will commence by MidAmerican as soon as reasonable and practicable after the execution of this Proposal and receipt of Applicant's Advance payment, defined below. MidAmerican will complete the work with reasonable diligence. 3. In consideration of the receipt of a payment in the amount of $27,570.50 From Applicant, which is an advance for construction subject to refund ("Advance"), MidAmerican agrees to construct necessary electric facilities as set forth above. Please submit the Advance payment with Applicant's signed acceptance of this Proposal. If Applicant's acceptance and Advance payment is not received by July 7th, 2025, the amount may be subject to change. 4. The Advance shall be subject to refund by MidAmerican to Applicant based upon the following terms and conditions: a. Advances shall not accrue interest and shall be subject to refund from the date of original advance payment. The refund will be based on twelve months usage of the incremental difference between the current annual metered electric service bill of the above Applicant, as described below, and Applicant's future usage through the following annual period, which will start after MidAmerican has completed the required work requested by the customer. The Applicant's current usage is based on 47,320 billed kWh for the twelve-month billing period starting September 22, 2023 through August 22, 2024 for electric meter S64177261, CSS Acct 37930-12016, resulting in the established annual billing of $5,290.58. The customer will receive a one-time refund equal to three times the actual annual revenue, less both fuel expenses and energy efficiency cost recovery charges, for the first 12 months of metered electric service of the above Applicant, as described below. Page 461 of 638 NIIDANIERICAN ENERGYCOMPANY Obsessively, Relentlessly At Your Serrite" MidAmerican Energy Attn: Brad Ballard PO Box 657 Des Moines, IA 50306 b. If additional single-phase customers are connected to the above described line extension within 10 years of the original Advance payment, the above Applicant shall receive refunds equal to three times estimated base revenue for each additional new customer to the extent that such revenue exceeds the additional distribution construction costs incurred by MidAmerican. Base revenue shall be estimated annual revenue, less both fuel expenses and energy efficiency cost recovery charges, based on similarly situated customers. c. Refunds shall be made annually on or about the anniversary date of the original Advance payment. d. Revenue for un-metered private lighting shall not be included in any refund. e. No refunds shall be made for revenue associated with customers connecting after 10 years from the date of the original Advance payment. f. In no case shall the total amount refunded exceed the refundable portion of the Advance payment stated above. g. No refunds shall be made for customers served from a further extension of the above described electric line extension. The Applicant Agrees To: 1. Furnish and install the transformer pad including specified elbows and ducts, according to the enclosed transformer pad drawings and minimum specifications. A level graded, 10 foot minimum clearance is to be maintained from the front of the pad to the nearest fixed structure. 2. Furnish and install an additional secondary duct for temporary service (if required). 3. 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 the 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 462 of 638 NIIDANIERICAN ENERGYCOMPANY Obsessively, Relentlessly At Your Serrite" MidAmerican Energy Attn: Brad Ballard PO Box 657 Des Moines, IA 50306 4. All duct elbows shall be fiberglass, forty-eight (48) inches in radius, heavy wall, with factory assembled plastic couplings on each end to mate with schedule 40 PVC duct. 5. Furnish and install barrier walls around the transformer that may be required by the governing authorities' standards to shield windows, doors and other building openings. 6. Furnish and install guard posts around the transformer (if needed). 7. Notify MidAmerican Energy Company 48 hours before pouring the concrete transformer pad. Please contact me at 515-252-6707 to arrange for inspection. 8. Furnish, install, own, and maintain all secondary cable between the transformer and the metering point. 9. Furnish easements to MidAmerican Energy Company without cost. (Furnish survey drawing and/or legal description for easement preparation). If a 3rd party easement is required any cost associated in obtaining the easement will be paid by the applicant. 10. 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. 11. Install metering instrument transformers sized and furnished by MidAmerican Energy Company, and furnish and install the meter socket and test switch for all instrument transformer services. 12. Bushing mounted current transformers (CT's) are only approved for services above 1200 Amp and must be approved by our local meter shop department. 13. Furnish and install an electric meter setting for each tenant, applicable sockets, conduit, cabinets and wiring according to MidAmerican Energy Company's standards. Please contact your local customer project coordinator to complete the service application to initiate new meter and service connection. 14. Furnish and install an oil containment structure (moat) around MidAmerican Energy Company's transformer. Please note the required specification for the oil containment structure is located on the design print provided with this proposal and in MidAmerican Energy Company's Electric Service Manual (curb style containment structure is not acceptable). Page 463 of 638 NIIDANIERICAN ENERGYCOMPANY Obsessively, Relentlessly At Your Serrite" MidAmerican Energy Attn: Brad Ballard PO Box 657 Des Moines, IA 50306 15. Locate all underground facilities such as storm and sanitary sewer, septic lines, underground electric cable, communication cable, irrigation systems and water lines that are not located by members of One Call. MidAmerican Energy Company assumes no liability for private facilities not located. 16. 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. 17. Stake all necessary lot lines, corners and buildings before installation of the primary cable. All meter and related metering equipment locations shall be approved by the company. Unless Company approval of an exception is given, all meters and related meter equipment must be installed outside and securely attached to permanent structure. MidAmerican Energy Company will not hook up permanent electric service until the oil containment structure is installed around the transformer. If a change is made to your facility that requires oil containment around any existing transformers, you will be responsible for the cost to install the containment structure/s. If MidAmerican Energy Company is required to start construction of underground electric facilities during the winter season, the work will be subject to an additional winter construction charge. Proposed this 8th day of April, 2025 MIDAMERICAN ENERGY COMPANY By: Title: APPLICANT By: Title: Page 464 of 638 Byrnes Park Extention 1009643 101 \- _•-•-•L•_• 93-4-590 1nn4 TOP STLT POLE 0001 J09697: • L 0. J O I • • L •-.� •-� C01552161R 40T 5-3 WOOD 2J5F05048 9 • 0001009660 932 •—.arm..-- ACSR (1/0 ACSR 6/1 00 009668 REMOVE TEMP TRANSFORMER BANK REMOVE OH WIRE. EXISTING POLE IN WAY OF SIDEWALK 928 40-2 WOOD 801-901 922 916 INSTALL 45' POLE INTALL CR8M106 FRAME INSTALL GGC523 GUY INSTALL RPC302 RISER 25T FUSE LABEL: 05F05948 HOFFMAN BORE IN APPROX 90' OF 4" CONDUIT <111.1.111111.1111 PULL IN APPROX 400' OF 1/0 PARA • RBT04772 C PHS 150 KVA 480/277 CUSTOMER TO INSTALL 4" CONDUIT TO ROW INSTALL MEDIUM TRANSFOMER PAD INSTALL 150KVA 480/277 XFMR INSTALL (4) TCC202'S LABEL 05T04772 MIDAMERICAN ENIERCYCOMPANY. Cust: Waterloo Leisure Services Addr: 801 801 CAMPBELL AVE AVE Crew HQ:WAT City: WATERLOO I X = 1945197 Y = 907061 WMS_REV:3214451-1 Date: 8/8/2024 Scale: 1 IN = X FT Designer:ROBERT D HOLM Job Desc: BYRNES PARK POOL 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 465 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Todd Derifield, Leisure Services Interim Director Leisure Services Department AGENDA ITEM TITLE Resolution approving Byrnes Aquatic Center Rates. RECOMMENDED COUNCIL ACTION MEETING DATE April 21, 2025 Approve proposed rates in the attachment as recommended by the Leisure Services Commission during their regularly scheduled meeting on 4/8/25. SUMMARY STATEMENT AND BACKGROUND INFORMATION Byrnes Aquatic Center rates have not been increased since 2015 due to the condition of the facility. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. Byrnes Rate Proposal Comparisons_2025 (002) Page 466 of 638 Byrnes Aquatic Center Rate Proposal Membership Structure - Individual Senior Family - Additional Child Current $47.08 (tax included) $10.70 (tax included) $105.93 (tax included) $10.70 (tax included) Daily Admissions - Current Daily Admission: under 2 Daily Admission: over 2 Lap Swim Daily Admission $2.00 (tax included) $5.00 (tax included) $2.00 (tax included) Membership Structure - Proposed Child (ages 9 & under) Youth/Adult (ages 10 & older) Lap Swim Pass Senior Daily Admissions - Proposed Daily Admission (ages 2 & under) Daily Admission (ages 3 & older) Lap Swim Daily Admission $25.00 (tax included) $50.00 (tax included) $25.00 (tax included) $25.00 (tax included) $5.00 (tax included) $8.00 (tax included) $5.00 (tax included) Details behind rate change: Existing membership rates have been effective since 2015 or before. Price break for children under age 10 due to facility policy: - Children under age 10 must be supervised by an individual age 16 years or older while in the facility. Family of 4 (2 adults + 2 children under age 10) will cost $150. - The proposed new membership structure is designed to be more inclusive by avoiding the imposition of a specific definition of "family." We have increased increased hours (opening an hour earlier daily) and are working towards a lengthier season. 2025 Season Dates: June 7-August 17. Monday -Friday 8:00-9:15 lap/current channel 9:25-11:45 swim lessons (9:25-10:05 1 10:15-10:55 1 11:05-11:45) 11:00-12:00 current channel only 12:00-4:15 open swim 4:30-6:05 swim lessons (4:35-5:15 1 5:25-6:05) 6:30-8:30 open swim Saturday -Sunday 11:00-12:00 lap/current channel 12:00-6:00 open swim 6:30-8:30 Pool Party (Sat only) Savings Options: Early bird purchase discounts. Year 2025 - receive discounted rate (TBD) the month of May. In future years, will offer larger window. Key Cards: - 50% discount on all child and youth/adult memberships for Waterloo residents who qualify. Eligibility: Households who are LIHEAP (Low Income Home Energy Assistance Program) approved or receiving WIC will be automatically eligible for a Key Card. Households receiving FIP, SSI, Food Stamps, or Medicaid (Title 19) will need to provide proof of assistance (current award letter, copy of food stamp/EBT card, or copy of Medicaid card). Households who are not receiving assistance from any of these programs should call Operation Threshold at (319) 291-2065 and schedule an appointment. An intake worker will need to verify all household income to determine eligibility. In 2024, 24 of 338 (7%) memberships purchased were key card memberships. Family Memberships Data (2024) Members by age range - 0-8 years = 251 - 9-61 years = 550 - 62 & older = 103 # Individuals on family membership - 3 members = 23 - 4 members = 77 - 5 members = 32 - 6 members = 15 - 7 members = 9 - 8 members = 8 - 9 members = 1 Page 467 of 638 Area Comparisons: Grundy Center Aquatic Center Membership Single Membership = $90 Family Membmership = $180 Daily Admission (all ages) = $5 The Falls - Resident/Non-Resident Model Youth Membership = $50 resident, $60 non-resident Adult 18 & older Membership = $40 resident, $60 non-resident Lap Only Membership = $40 resident, $60 non-resident Daily: Infant 2 & under = $3 Daily: Youth 3-17 = $12 Daily: Adult 18 & Older = $10 WAVERLY - old rates, no info for daily rates Individual Membership = $65 Family Membership = $135 - Add family member = $20 - Add Caregiver (babysitter/nanny) = $30 Oelwein Family Aquatic Center Single Pass (5 & under) $40 Single Pass (6 & older) $85 2 Members $140 3 Members $160 4 Members $180 5 Members $200 6 Members $220 7 Members $240 Daily Rates for Other Community Activites for Youth Ninja U - 5 & under $8.00 - 6 & older $15.00 Get Air Trampoline - 1 hr $15.99 - Little Air only - 1 hr $11.99 Phelps Youth Pavilion $5.00 Grout Museum - Ages 4-13 $8.00 - Ages 14+ $15.00 Maple Lanes Bowling - 1 hr $30.95-36.95 Palmers - Jumping Pillow $5.00 - 1 Go Kart ride $8.00 - Mini golf $5.00 Grundy Center Aquatic Center Old Waverly Pool Oelwein Pool Page 468 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Todd Derifield, Leisure Services Interim Director Leisure Services Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving a Services Agreement with MidAmerican Energy Company, of Des Moines, Iowa, in the estimated amount of $6,100.00, in conjunction with the gas service extension to serve a reconstructed pool pump house at 801 Campbell Avenue, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The proposed agreement would allow for the underground extension of gas services for the FY 2024 Byrnes Aquatic Center Project, Contract No. 1077. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION Page 469 of 638 ATTACHMENTS 1. MidAmerican Commercial - Main & Services 3821851_encrypted_ Byrnes Pool Gas Page 470 of 638 MidAnierican ENERGY OBSESSPVELY. RELENTLESSLY di YOUR SERVICE.. 4/10/2025 Waterloo Leisure Services Attn: Travis Nichols TRAVIS.NICHOLS@WATERLOO-IA.ORG MidAmerican Energy Attn: Brad Ballard - DMCC PO Box 657 Des Moines, IA 50306 Reference: Gas service extension of 2" PL to serve a reconstructed pool pump house at 801 Campbell Ave. in Waterloo, IA. MX: 3821851 Dear Travis, The enclosed drawing shows MidAmerican Energy Company's proposal for providing gas to serve 3,150,000 BTU with one (1) meter at the above location. The applicant charge for this installation is $6,100. This proposal is valid for 90 days and if MidAmerican Energy Company construction has not commenced within 12 months it may be voided. This proposal is based on the following terms: MidAmerican Energy Company Proposes To: 1. Furnish and install gas service piping of the appropriate size to serve the above load. 2. Furnish and install applicable gas meter and header. 3. Supply 2psig at the meter. a. For a 2psig delivery pressure to a customer, the customer's piping system must be able to receive, withstand and control 5 psig of gas pressure. The Applicant Agrees To: 1. Be responsible for all restoration. 2. Provide without cost to the Company such easements as are necessary for the installation and maintenance of Company's facilities on private property. If a 3rd party easement is required any cost associated in obtaining the easement will be paid by the applicant. Page 471 of 638 MidAnierican ENERGY OBSESSPVELY. RELENTLESSLY di YOUR SERVICE.. MidAmerican Energy Attn: Brad Ballard - DMCC PO Box 657 Des Moines, IA 50306 3. Grade the service route to within four inches of final grade and clear the route of construction materials, obstructions, trees, etc. Extra costs for additional excavation beyond normal trenching operations, due to unforeseen underground obstructions, shall be paid by the applicant. 4. Permanently mark private fuel lines with metal tags or paint for each unit. 5. The 2" gas riser bracket must be installed at final grade. 6. Furnish and install guard posts around the gas meter set (if needed). 7. Locate all underground facilities such as storm and sanitary sewer, septic lines, underground electric cable, communication cable, irrigation systems and water lines that are not located by members of One Call. MidAmerican Energy Company assumes no liability for private facilities not located. 8. 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 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. It is specifically understood and agreed Applicant must certify that all of the above requirements shall be met or this Agreement shall be deemed null and void. If a customer makes a change to their facility that requires MidAmerican Energy Company to install protect posts around the existing gas meter/s, the customer will be responsible for the cost to install the posts. If MidAmerican Energy Company is required to start construction of gas facilities during the winter season the work will be subject to an additional winter construction charge. It is MidAmerican Energy Company's responsibility to see that the various utility companies' facilities are located before our construction. This includes electric, natural gas, telephone, cable television, and generally water. It is the owner's responsibility to see that any privately owned systems such as water systems, irrigation systems, drain pipes, septic lines and underground wiring are located before MidAmerican Energy Company's construction. MidAmerican Energy Company assumes no liability for private facilities that are not located. MidAmerican Energy Company installed facilities will remain the property of MidAmerican Energy Company. Page 472 of 638 Micamerican ENERGY OBSESSPVELY. RELENTLESSLY di YOUR SERVICE.. MidAmerican Energy Attn: Brad Ballard - DMCC PO Box 657 Des Moines, IA 50306 If this proposal is satisfactory, please sign and return one (1) copy of this letter to me. MidAmerican Energy Company will release the work for scheduling upon the receipt of a signed proposal, site readiness, and payment of $6,100. Please keep us advised of your plans so we may schedule our construction work at the appropriate time. If you have any questions, please call me at 515-252-6707. Please allow a minimum of ten (10) working days notice when requesting your gas meter. Sincerely, MidAmerican Energy Company Brad Ballard Customer Project Coordinator II Enclosures: Design Map Accepted By: Date Service Required: Page 473 of 638 801 Campbell Ave Waterloo )4 m 41 93• 32 l 92oI I IUZZ 1 IJ11 .IITem.—ammlam.--l--11725# # L z Fri CAMPBELL AVE MS 3735 ; 01 801 Remove 1 i- 1 I I I 11 I1 1 1 1 1 1 1 1/ , i 1/4" PL Cap 1 i Install 2" X 1 1/4" PL reducer 1 Install 2" PL Shutoff Valve and Box 1 -I 350' of 2" PL 5M Meter set P202H Regulator 2" Flange body 1/2" orif, Dark Blue Spring set to 2# Item: 41-10010220 L 1 �1 2" 90* ELL • 1 2" Flanged riser L � MMIDAMERICAN EN ERCY CMPANY. Crew HQ:WAT Cost: ANTHONY HERMANN Addr: 801 CAMPBELL AVE City: WATERLOO X = 1945261 Y = 907045 WMS_REV:3821851-1 Date: 3/31/2025 Scale: 1 IN = X FT Designer:MOLLY CLAIRE BROUWER Job Desc: WATERLOO LEISURE SERVICES 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 474 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving an Easement Agreement in the amount of $1.00 with the Waterloo Community School District, in conjunction with the new Waterloo High School Project, located at 1350 Katoski Drive, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The Owner, Waterloo Schools, is granting a permanent public utility easement to the City for use by the City, its employees, contractors, and agents for the purpose of constructing, operating, inspecting, repairing, maintaining, replacing, and removing public utility infrastructure. The easement is located to the northwest of the school at 1350 Katoski Drive and will provide utility access to the city on the Waterloo Community School District's property. The City Council approved the sale and conveyance of a portion of Miriam Park to the Waterloo Community School District at the March 3, 2025 Council meeting. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the area, as the easement will provide access to utilities for needed maintenance and repairs. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION Page 475 of 638 LEGAL DESCRIPTION AN IRREGULAR SHAPED EASEMENT OVER, UNDER AND ACROSS THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF TRACT BIN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE S89°40'41"W ALONG THE NORTH LINE OF SAID TRACT B, A DISTANCE OF 28.89 FEET; THENCE NO2°06'30"W, A DISTANCE OF 199.31 FEET; THENCE N14°43'55"W, A DISTANCE OF 299.25 FEET TO THE NORTH LINE OF PARCEL E OF THE NORTHEAST QUARTER OF SAID SECTION 29; THENCE N89°43'35"E ALONG SAID NORTH LINE , A DISTANCE OF 53.05 FEET; THENCE S14°43'55"E, A DISTANCE OF 294.83 FEET; THENCE S02°06'30"E, A DISTANCE OF 199.31 FEET; THENCE S00°40'49"E, A DISTANCE OF 311.97 FEET; THENCE S88°45'31"W, A DISTANCE OF 20.00 FEET TO THE EAST LINE OF SAID TRACT B; THENCE N01015'16"W ALONG THE EAST LINE OF SAID TRACT B, A DISTANCE OF 308.10 FEET TO THE POINT OF BEGINNING. ATTACHMENTS 1. City-WCSD utility easement 3-31-25 2. EASEMENT school site 3. Plat of Survey 2-12-25 Page 476 of 638 Prepared by Christopher S. Wendland, P.O. Box 596, Waterloo, IA 50704. Phone (319) 234-5701 Return to preparer after recording. EASEMENT AGREEMENT This Easement Agreement (the "Agreement") is entered into as of , 2025 by and between the City of Waterloo, Iowa ("City") and the Waterloo Community School District ("Owner"). 1. Grant of Easement. In consideration of the mutual promises and covenants contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Owner does hereby grant and convey unto City, and City does hereby accept, a permanent public utility easement (the "Easement") in, to, beneath, upon, over, and across the real estate (the "Premises") legally described as set forth on Exhibit "A" attached hereto and by this reference made a part hereof. 2. Purpose. The Premises is intended for use by City, its employees, contractors and agents, for purposes of constructing, operating, inspecting, repairing, maintaining, replacing and removing public utilities infrastructure. The Premises shall not be used for any other purpose without the prior written consent of Owner. It is the intention of the parties that Owner shall have no liability relating to the Easement or any such improvements. 3. Owner Duties. Owner makes the Premises available to City, "as is," without any representation or warranty as to the condition of the Premises or its suitability for City's use. Owner shall have no duty to prepare the Premises in any way for City's use, and Owner shall have no further duty or obligation with respect to the Premises, except as set forth herein, other than the duty not to cause damage to improvements made to the Premises. 4. Easement Conditions. City shall have the right, but not the obligation, to trim and/or remove grasses, bushes, trees, and other vegetation from the Premises as reasonably necessary in support of the Easement purposes and related activities. If City's Easement activities disturb the soil, upon completion City shall level the soil and otherwise make reasonable effort to restore the Premises to the condition it was in before work commenced. Owner may mow grasses and vegetation growing on the Premises, but without the prior written consent of City, which shall not be unreasonably withheld, Owner may not conduct other activities upon the Premises that impede or interfere with City's use of the Easement or access to the Premises, such as but not limited to erecting fences or structures, installing paved surfaces, or planting any trees or shrubs. Page 477 of 638 5. Indemnification. To the extent permitted by applicable law, each party shall indemnify the other party, its elected officials, officers, employees and agents, from and against any and all claims, demands, causes of action, fines, fees, penalties, costs, expenses and liabilities of any type or nature whatsoever, including but not limited to reasonable attorney fees and expenses, arising from the grossly negligent acts or omissions or willful misconduct of the indemnifying party in relation to the Premises or the Easement. 6. Miscellaneous Provisions. This Agreement is binding upon and shall inure to the benefit of the parties and their respective heirs, personal representatives, successors and assigns. This Agreement is the entire agreement between the parties pertaining to the subject matter hereof and supersedes all prior understandings or agreements relating to the subject matter hereof, whether oral or written, and this Agreement may not be modified except by the mutual written agreement of both parties. This Agreement may be executed in multiple counterparts, each of which, including counterparts signed electronically or signed counterparts delivered by electronic means, shall be deemed an original and all of which shall be deemed to be one and the same instrument. IN WITNESS WHEREOF, the parties have executed this Easement Agreement by their duly authorized representatives as of the date first set forth above. WATERLOO COMMUNITY SCHOOL CITY OF WATERLOO, IOWA DISTRICT By: By: Astor Williams, Board President Quentin Hart, Mayor Attest : Attest: Pam Arndorfer Board Secretary 2 Kelley Felchle, City Clerk Page 478 of 638 STATE OF IOWA ) ) ss BLACK HAWK COUNTY ) • Acknowledged before me on , 2025 by Astor Williams and Pam Arndorfer as Board President and Board Secretary of Waterloo Community School District. STATE OF IOWA ) ss BLACK HAWK COUNTY ) • Notary Public Acknowledged before me on , 2025 by Quentin Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa. Notary Public 3 Page 479 of 638 EXHIBIT "A" Description of Easement Premises See attached survey. Page 480 of 638 261.26' N89°43'35"E PARCEL 'E' SURVEY 2018-00009458 GRAPHIC SCALE 120 0 60 120 N89°43'35"E \ 53.05' \ M,0£,90°ZON LE 661. 28.89' S89°40'41"W 41 OWNER:WATERLOO PARK BOARD N. LINE PARCEL 'E' POB CENT pp,T ONNtS A 308.10' N01°15'16"W h (3 I(0 0 Im 311.97' SOO°40'49"E OWNER:WATERLOO COMMUNITY SCHOOL DISTRICT S. LINE PARCEL 'E' E. LINE PARCEL 'E' 20.00' S88°45'31"W EASEMENT EXHIBIT "A" PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT: AN IRREGULAR SHAPED EASEMENT OVER, UNDER AND ACROSS THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF TRACT B IN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE S89°40'41"W ALONG THE NORTH LINE OF SAID TRACT B, A DISTANCE OF 28.89 FEET; THENCE NO2°06'30"W, A DISTANCE OF 199.31 FEET; THENCE N14°43'55"W, A DISTANCE OF 299.25 FEET TO THE NORTH LINE OF PARCEL E OF THE NORTHEAST QUARTER OF SAID SECTION 29; THENCE N89°43'35"E ALONG SAID NORTH LINE , A DISTANCE OF 53.05 FEET; THENCE S14°43'55"E, A DISTANCE OF 294.83 FEET; THENCE S02°06'30"E, A DISTANCE OF 199.31 FEET; THENCE SOO°40'49"E, A DISTANCE OF 311.97 FEET; THENCE S88°45'31"W, A DISTANCE OF 20.00 FEET TO THE EAST LINE OF SAID TRACT B; THENCE N01°15'16"W ALONG THE EAST LINE 0 F SAID TRACT B, A DISTANCE OF 308.10 FEET TO THE POINT OF BEGINNING. OWNER: WATERLOO COMMUNITY SCHOOL DISTRICT PREPARED FOR: CITY OF WATERLOO LEGEND: POB POINT OF BEGINNING 1350 KATOSKI DRIVE WATERLOO, IOWA REFERENCE NUMBER: DRAWN BY: LDH PROJECT NUMBER: 240103 SHEET 1 OF 1 •e o . INDEX LEGEND LOCATION: NE 1/4 SECTION 29-T89N-R13W REQUESTOR / OWNER : BOARD OF PARK COMMISSION SURVEYOR / RETURN TO: LARRY D HYLER, PLS COMPANY: BISHOP ENGINEERING, 3501 104TH ST. URBANDALE, IA 50322 (PH) 515-276-0467 LEGEND: PROPERTY CORNER - FOUND AS NOTED O PROPERTY CORNER- PLACED 5/8" IRON ROD WITH YELLOW PLASTIC CAP ID # 14775 OR AS NOTED SECTION CORNER - FOUND AS NOTED M MEASURED DISTANCE () ROW POC POB YPC OPC PREVIOUSLY RECORDED RIGHT OF WAY POINT OF COMMENCEMENT POINT OF BEGINNING YELLOW PLASTIC CAP ORANGE PLASTIC CAP THIS PLAT OR SUBDIVISION HAS BEEN PLAT OF SURVEY REVIEWED BY CITY OF WATERLOO: CITY PLANNER OR DESIGNEE DATE NOTES: 1. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE OPINION. EASEMENTS MAY EXIST THAT ARE NOT SHOWN. 2. BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS, DATUM = NAD 83, IOWA ZONE 5 (WATERLOO) 3. PARK BOARD WILL KEEP PARCEL F AND CONVEY PARCEL G TO THE SCHOOL DISTRICT. 4. PARCEL LETTERS ASSIGNED BY BLACK HAWK COUNTY AUDITOR 1-24-2025 PARCEL F AND PARCEL G NE 1/4 SEC. 29 T89N R13W PARCEL F: A RECTANGULAR SHAPED PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHWEST CORNER OF LOT 8 IN CAPITAL PLAZA ADDITION, AN OFFICIAL PLAT, THENCE S01°14'33"E ALONG THE WEST LINE OF SAID LOT 8, A DISTANCE OF 104.97 FEET TO THE NORTHWEST CORNER OF LOT 7 IN SAID CAPITAL PLAZA ADDITION; THENCE S01°15'02"E ALONG THE WEST LINE OF LOTS 7, 6 AND 5 IN SAID CAPITAL PLAZA ADDITION, A DISTANCE OF 294.97 FEET TO THE SOUTHWEST CORNER OF SAID LOT 5; THENCE S88°45'47"W, A DISTANCE OF 214.70 FEET; THENCE N01°14'13"W, A DISTANCE OF 403.48 FEET TO THE SOUTH RIGHT OF WAY LINE OF SAGER AVENUE AS IT IS PRESENTLY ESTABLISHED; THENCE N89°42'31"E ALONG THE SOUTH RIGHT OF WAY LINE OF SAID SAGER AVENUE, A DISTANCE OF 214.65 FEET TO THE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. CONTAINING 86,228 SQUARE FEET PUBLIC UTILITIES EASEMENT: A 50.00 FOOT WIDE EASEMENT OVER, UNDER AND ACROSS THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 IN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE S89°44'12"W ALONG THE SOUTH LINE OF LOTS 1,2 AND 3 IN SAID CENTRAL HEIGHTS ADDITION, A DISTANCE OF 158.18 FEET TO THE POINT OF BEGINNING; THENCE S05°59'05"E, A DISTANCE OF 91.97 FEET; THENCE S19°47'27"E, A DISTANCE OF 320.47 FEET TO THE NORTH LINE OF PARCEL E OF THE NORTHEAST QUARTER OF SAID SECTION 29; THENCE S89°43'35"W ALONG SAID NORTH LINE OF PARCEL E, A DISTANCE OF 63.05 FEET; THENCE N19°47'27"W, A DISTANCE OF 308.80 FEET; THENCE N05°59'05"W, A DISTANCE OF 103.04 FEET TO THE SOUTH LINE OF LOT 4 IN SAID CENTRAL HEIGHTS ADDITION; THENCE N89°44'12"E ALONG THE SOUTH LINE OF SAID LOTS 4 AND 3, A DISTANCE OF 50.25 FEET TO THE POINT OF BEGINNING. CONTAINS 20,607 SQUARE FEET PUBLIC UTILITIES EASEMENT ACCESS AGREEMENT: A 60.00 FOOT WIDE EASEMENT OVER AND ACROSS THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 IN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE N89°44'12"E ALONG THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOTS 1,2 AND 3 IN SAID CENTRAL HEIGHTS ADDITION, A DISTANCE OF 68.09 FEET TO THE WEST LINE OF AN ACCESS AND PARKING EASEMENT; THENCE S01°14'13"E ALONG THE SAID WEST EASEMENT LINE AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 60.00 FEET; THENCE S89°44'12"W, A DISTANCE OF 221.28 FEET TO THE EAST LINE OF A PUBLIC UTILITY EASEMENT; THENCE N05°59'05"W ALONG SAID EAST EASEMENT LINE, A DISTANCE OF 60.29 FEET TO THE SOUTH LINE OF LOT 3 IN SAID CENTRAL HEIGHTS ADDITION; THENCE N89°44'12"E ALONG THE SOUTH LINE OF SAID LOTS 3,2 AND 1, A DISTANCE OF 158.18 FEET TO THE POINT OF BEGINNING. CONTAINS 13,424 SQUARE FEET PARCEL G: AN IRREGULAR SHAPED PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 5 IN CAPITAL PLAZA ADDITION, AN OFFICIAL PLAT, THENCE S01°14'16"E, A DISTANCE OF 113.58 FEET TO THE NORTHEAST CORNER OF PARCEL E OF THE NORTHEAST QUARTER OF SAID SECTION 29; THENCE S89°43'35"W ALONG THE NORTH LINE OF SAID PARCEL E, A DISTANCE OF 690.15 FEET TO THE WEST LINE OF LOT 14 IN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE N01°17'13"W ALONG THE WEST LINE OF LOTS 14 THROUGH 8 INCLUSIVE, A DISTANCE OF 393.67 FEET TO THE NORTHEAST CORNER OF SAID LOT 8 AND TO THE SOUTH LINE OF LOT 6 IN SAID CENTRAL HEIGHTS ADDITION; THENCE N89°44'12"E ALONG THE SOUTH LINE OF LOT 6 THROUGH 1 INCLUSIVE IN SAID CENTRAL HEIGHTS ADDITION, A DISTANCE OF 363.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1; THENCE N01°10'56"W ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 119.82 FEET TO THE NORTHEAST CORNER OF SAID LOT 1 AND TO THE SOUTH RIGHT OF WAY LINE OF SAGER AVENUE AS IT IS PRESENTLY ESTABLISHED; THENCE N89°42'31"E ALONG THE SOUTH RIGHT OF WAY LINE OF SAID SAGER AVENUE, A DISTANCE OF 112.42 FEET; THENCE S01°14'13"E, A DISTANCE OF 403.48 FEET; THENCE N88°45'47"E, A DISTANCE OF 214.70 FEET TO THE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. CONTAINING 224,654 SQUARE FEET ACCESS & PARKING EASEMENT: AN IRREGULAR SHAPED EASEMENT OVER AND ACROSS THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5TH P.M., WATERLOO, BLACK HAWK COUNTY, IOWA, ALL MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1 IN CENTRAL HEIGHTS ADDITION, AN OFFICIAL PLAT; THENCE N89°42'31"E ALONG THE SOUTH RIGHT OF WAY LINE OF SAGER AVENUE AS IT IS PRESENTLY ESTABLISHED, A DISTANCE OF 67.98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N89°42'31"E ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 27.00 FEET; THENCE S01°14'13"E, A DISTANCE OF 54.85 FEET; THENCE N88°45'47"E, A DISTANCE OF 17.44 FEET; THENCE S01°14'13"E, A DISTANCE OF 100.61 FEET; THENCE S88°45'47"W, A DISTANCE OF 44.44 FEET; THENCE N01°14'13"W, A DISTANCE OF 155.91 FEET TO THE POINT OF BEGINNING. CONTAINS 5,958 SQUARE FEET 3501 104th Street, Urbandale, IA 50322 Ph: 515-276-0467 PLAT OF SURVEY BOARD OF PARK COMMISSION SAGER AVENUE WATERLOO, IOWA REFERENCE NUMBER: I HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA. SIGNED: PRELIMINARY LARRY D. HYLER, P.L.S. 14775 LICENSE RENEWAL DATE: DEC. 31, 2026 PAGES OR SHEETS COVERED BY THIS SEAL. DATE: 1 OF 1 DRAWN BY: TEB PROJECT NUMBER: 240103 SHEET NUMBER: 1 OF 2 Page 482 of 638 OWNER: NICOLE R. SCHMITZ ZONEO:R-3 LOT 15 OWNER: CAROL A. SORENSON ZONED R-3 LOT 7 OWNER. JOEL HOPPE ZONED R-3 LOT 8 OWNER: REGINALD D. AND SHIRLEY K. HORAK ZONED:R-3 SAGER AVENUE LOT 6 OWNER. OSCAR GUERRERO ZONEO:R-3 LOT 9 OWNER. CHAD A. HERRICK ZONED:R-3 LOT 10 OWNER: KELCEY GIFFORD ZONED:R-3 LOT 11 OWNER. HEATHER J. ELDRIDGE ZONED'.R-3 HEIGHT' CEN AppIDION LOT 12 OWNER'. KATHRYN E. ZHORNE ZONED R-3 LOT 13 OWNER: WARREN KAAIHUE ZONED.R-3 60' R.O.W.(PUBLIC STREET -ASPHALT SURFACE) LOT 5 OWNER: RYAN L. AND GABRIELLE DURNIL ZONED:R-3 L HEIGHTS CEN jpffSON LOT 4 OWNER. DENNIS L. AND MARY J. JUEL ZONED:R-3 FOUND 1/2" IRON ROD PARCEL 'G' 224,654 SF 5.15 AC FOUND MAGNETIC NAIL NW CORNER NE1/4—NE1/4 SEC.29— T89N—R 13W 29.96'M LOT 3 OWNER: STEVE AND CATHERINEJ. WOLF ZONED.R-3 N89'44' 12"E 363.23'M (363.23') FOUND 5/8" IRON ROD ' LOT 14 \ ,W/OPC /22561 (S89°25'01 "E, 363.02') \ S8953.°43'0355"w '_ 26.31'M 411K_ N01' 15'S1 "W (26.42') FOUND 1" PINCH PIPE N89°4412"Er 50.25' Iw 6 FOUND 1" toPINCH PIPE ocp \ \ \c O. M N01°25'51 "W‘1,' k FOUND 1" PINCH PIPE LOT 2 OWNER: SHEILA M. BURT ZONED:R-3 0 OWNER. SEJLA SISIC C J LOT 1 ZONED'.R-3 119.82'M N01°10'56'W \ \ 158.18' 27.00' N89°42'31 "E N89°42'31 "E • 112.42'M 9'X9' TELECOM w EASEMENT _ BK 2004 PG 415 v II° L,7 u) 221.28' S89°44'12"W GRAPHIC SCALE 80 0 40 80 SCALE:1"= 80' 68.09' 60' UTILITY EASEMENT ACCESS AGREEMENT I- M rn - Z co o �l 44.44' S88°45'47"W 17.44' N 89' 44' 14"E 1326.11'M N89'42'31 "E 214.65'M FOUND 1/2" IRON ROD 17.44' POB PARCEL 'F' N88°45'47"E Lb ACCESS & PARKING W 0 EASEMENT PARCEL 'F' 86,228 SF 1.97 AC N89'44'36'E 499.96'M (500') LOT 8 OWNER'. NORTH STAR COMMUN SERVICES ZONED.R-A \-- FOUND 1/2" IRON ROD W/YPC #2697 LOT 7 OWNER: METRO INVESTMENTS MULTI UNIT LLC ZONED.R-A AZA CAP DOAD ,. LOT 6 OWNER'. METRO INVESTMENTS MULTI UNIT LLC ZONED:R-4 LOT 5 OWNER. METRO INVESTMENTS MULTI UNIT LLC ZONED:R-4 (500') 214.70'M S88° 45' 47 "W FOUND 1/2" IRON ROD W/YPC #2697 bo POB PARCEL 'G' M FOUND 5/8" IRON ROD W/OPC 1122561 (S89°25'01 "E. 327.18') • 690.15'M S89°43'35"W o N (V PARCEL 'E' O SURVEY co co 2018-00009458 0 z w co r OWNER'.WATERLDO COMMUNITY SCHOOL DISTRICT FOUND 5/8 " IRON ROD W/OPC #22561 NE COR. TRACT B' CENTRAL HEIGHTS ADD. WATERLOO 500.06'M N89'45'17"E PART NE1/4-NE1/4 FOUND 10' WITNESS CORNERS co - co 5/8" IRON ROD c W/YPC /14775 • 00 or z FOUND 5/8" IRON ROD W/OPC #22561 SE CORNER PARCEL 'E' FOUND 1/2" IRON ROD W/YPC 'ILLEGIBLE' NE CORNER SEC. 29—T89N—R 13W FOUND 1" PINCH PIPE IN CONCRETE NE COR. LOT1 CAPITIAL PLAZA ADD. FOUND 1/2" IRON ROD W/YPC #2697 SE COR. LOT 4 CAPITAL PLAZA ADD. 3501 104th Street, Urbandale, IA 50322 Ph: 515-276-0467 Rif PLAT OF SURVEY BOARD OF PARK COMMISSION SAGER AVENUE WATERLOO, IOWA REFERENCE NUMBER: DRAWN BY: TEB PROJECT NUMBER: 240103 SHEET NUMBER: 20F2 Page 483 of 638 CITY OF ATERLOO J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Request by Panther Builders for the Preliminary Plat of Baltimore Fields 2nd Addition, an 18-lot residential subdivision in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The applicants are requesting the Preliminary Plat of Baltimore Fields 2nd Addition, an 18-lot residential subdivision located at the former site of Baltimore Fields. Lots will be between 7,829 and 9,856 square feet, the lot widths will be between 57.56 and 66.06 feet, and the lot lengths would be between 129.91 and 141.13 feet. There are two tracts for stormwater detention. Outlot A is 36,152 square feet and is designated as an extension of Denver Street. The Preliminary Plat shows the Legal Description, Existing Topographic Contours, Property Lines: Dimensions, Building Setback Lines, Date, North Arrow, Scale, Sanitary Sewer Location, Water System Location, Storm Sewer Location, Size of Individual lots, Right-of-way widths, Street Surfacing, Street widths, Vegetation Locations, Grading Plan, and Street Names. NEIGHBORHOOD IMPACT The request would not appear to have a negative impact on the surrounding neighborhood or land use as the surrounding area is primarily residences along with limited commercial along Byron Avenue and nearby multi -family. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS The Planning, Programming, and Zoning Commission heard the item at their April 8, 2025 meeting and voted 8-0 to recommend approval fo the item. Page 484 of 638 SOURCE OF EXPENDITURES N/A ALTERNATIVE ACTION LEGAL DESCRIPTION A PARCEL OF LAND BEING A PART OF LOT 5 IN AUDITOR FRANCIS' REITZEL PLAT, A PART OF VACATED BYRON AVENUE, A PART OF VACATED DENVER STREET AND PARTS OF LOT 1 AND 2 ORLO C. MILLER ADDITION, WATERLOO, BLACKHAWK COUNTY, IOWA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 BALTIMORE FIELD FIRST ADDITION; THENCE ALONG THE WEST LINE OF SAID BALTIMORE FIELD FIRST ADDITION AND THE WEST LINE OF HAWTHORNE ESTATES FIRST ADDITION N00°59'43"W, 602.07 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID HAWTHORNE ESTATES FIRST ADDITION ALSO BEING A POINT ON THE SOUTHERLY RIGHT OF WAY OF HAWTHORNE AVENUE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY S89°47'33"E, 330.99 FEET TO THE NORTHWEST CORNER OF THE EAST 156 FEET OF SAID LOT 5 AUDITOR FRANCIS REITZEL PLAT; THENCE ALONG THE WEST LINE OF SAID EAST 156 FEET S00°58'45"E, 301.38 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF THE EAST 156 FEET AND THE EAST LINE OF SAID LOT 2 ORLO C. MILLER ADDITION S01°03'14"E, 301.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2 ORLO C. MILLER ADDITION AND A POINT ON THE NORTH RIGHT OF WAY OF EUREKA STREET; THENCE ALONG SAID NORTH RIGHT OF WAY AND THE SOUTH LINE OF SAID LOTS 1 AND 2 OF ORLO C. MILLER ADDITION N89°42'18"W, 331.22 FEET TO THE POINT OF BEGINNING. THE DESCRIBED AREA CONTAINS 4.58 ACRES AND IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. ATTACHMENTS 1 Baltimore Fields 2nd Addition 2. Overview Map - Baltimore Field 3. Aerial Map - Baltimore Field 4. 2025.04.07_Baltimore Fields Pre Plat 5. Engineering Letter 6. Preliminary -Minor Plat AppFill20 (SIGNED) Page 485 of 638 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: DEVELOPMENT HISTORY: April 8, 2025 Request by Panther Builders for the Preliminary Plat of Baltimore Fields 2nd Addition, an 18-lot residential subdivision in the "R-1, R- P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street. Panther Builders, 616 Clay Street, Cedar Falls, Iowa 50613 The applicant is requesting to plat the property in question for the purpose of creating an 18-lot residential subdivision at Baltimore Field. The request would not appear to have a negative impact on the surrounding neighborhood or land use as the surrounding area is primarily residences along with limited commercial along Byron Avenue and nearby multi -family. The proposed preliminary plat would not appear to negatively impact vehicular or pedestrian traffic conditions in the area. The plat is served by Hawthorne Avenue and Eureka Street, which are local streets and Denver Street will be extended through the development. There are sidewalks on the east side of Vermont Street from Hawthorne Avenue to Eureka Street and on the north side of Eureka Street from Vermont Street to the area proposed for development. A sidewalk should have been installed on the south side of Hawthorne from Vermont Street to the development area, but it was not installed. Sidewalks will be added to all street frontages of the subdivision. The area in question has been zoned "R-1, R-P" Planned Residence District since the adoption of the Zoning Ordinance 5039 on April 4, 2011 when it was rezoned from "R-2" One and Two Family Residence District. Surrounding land uses and their zoning designations are as follows: North — Hawthorne Avenue and residential zoned "R-2" One and Two Family Residence District South — Residential zoned "R-2" One and Two Family Residence District. East — Residential zoned "R-2" One and Two Family Residence District. West — Residential, Vermont Street and Commercial zoned "R-1,R- P" Planned Residence District, "R-2" One and Two Family Residence District, "C-1" Commercial District, and "R-3" Multiple Residence District. Residential development between 1900 and 2019. Baltimore Fields 2"d Addition — Preliminary Plat Page 1 of 5 Page 486 of 638 April 8, 2025 BUFFERS/ No screening or buffering is required as part of this request by SCREENING ordinance standards. REQUIRED: DRAINAGE: The applicant will need to submit a drainage plan to be approved through the Engineering Department. FLOODPLAIN: 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 0301F, dated May 8, 2024. PUBLIC /OPEN St. Edwards School is located 0.284 miles to the southwest, SPACES/ SCHOOLS: Kingsley Elementary School is located 0.55 miles to the west, Hoover Middle School is located 1.21 miles to the southwest, and West High School is located 0.628 miles to the south. UTILITIES: WATER, There is an 8" sanitary sewer line on Vermont Street, an 8" sanitary SANITARY SEWER, sewer line in Denver Street south of Eureka Street, and a 15" STORM SEWER, ETC: sanitary sewer line in Denver Street north of Hawthorne Avenue. There is a 33" storm sewer in Vermont Street. A 15" sanitary sewer is proposed to be extended through the property to serve the development. RELATIONSHIP TO The Future Land Use Map designates this area as "Mixed COMPREHENSIVE Commercial: Medium to High Density Residential; Professional LAND USE PLAN: Offices; Compatible Commercial". The proposed land use is in conformance with the Future Land Use Map for this area. The preliminary plat area is located within the Primary Growth Area as identified in the City's Comprehensive Plan adopted August 21, 2023. STAFF ANALYSIS — The applicants are requesting the Preliminary Plat of Baltimore ZONING Fields 2nd Addition, an 18-lot residential subdivision located at the ORDINANCE: former site of Baltimore Fields. Lots will be between 7,829 and 9,856 square feet, the lot widths will be between 57.56 and 66.06 feet, and the lot lengths would be between 129.91 and 141.13 feet. A lot is designated for stormwater detention, which should be shown as a tract rather than a lot. Outlot A is 36,152 square feet and is designated as an extension of Denver Street. STAFF ANALYSIS — The Preliminary Plat shows the Legal Description, Existing SUBDIVISION Topographic Contours, Property Lines: Dimensions, Building ORDINANCE: Setback Lines, Date, North Arrow, Scale, Sanitary Sewer Location, Water System Location, Storm Sewer Location, Size of Individual lots, Right-of-way widths, Street Surfacing, Street widths, Vegetation Locations, Grading Plan, and Street Names. Baltimore Fields 2"d Addition — Preliminary Plat Page 2 of 5 Page 487 of 638 April 8, 2025 Picture 1: Looking northwest from Eureka Street at area to be platted and homes of Baltimore Fields 1st Addition. Picture 2: Homes along Baltimore Street. Baltimore Fields 2nd Addition — Preliminary Plat Page 3 of 5 Page 488 of 638 April 8, 2025 Picture 3: Looking southwest from Hawthorne Avenue at homes of Baltimore Field 1st Addition. Picture 4: Looking south from Hawthorne Avenue along proposed extension of Denver Street. Baltimore Fields 2nd Addition — Preliminary Plat Page 4 of 5 Page 489 of 638 April 8, 2025 TECHNICAL REVIEW COMMITTEE and PLANNING, PROGRAMMING AND ZONING COMMISION: Engineering has approved the plat. The Planning, Programming, and Zoning Commission voted 8-0 to recommend approval of the request at their April 8, 2025 meeting. STAFF Therefore, staff recommends that request by Panther Builders for RECOMMENDATION: the Preliminary Plat of Baltimore Fields 2nd Addition, an 18-lot residential subdivision in the "R-1, R-P" Planned Residence District located at Baltimore Field, between Hawthorne Avenue and Eureka Street., be approved for the following reasons: 1. The plat would not appear to have a negative impact on the surrounding area. 2. The plat would not appear to have a negative impact on traffic conditions in the area. 3. The plat will create an additional housing in the Primary Growth Area. And subject to the following condition(s): 1. That the Preliminary Plat be updated prior to it being submitted to City Council. Baltimore Fields 2"d Addition — Preliminary Plat Page 5 of 5 Page 490 of 638 City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 -` I IIIII L- o I I IcW12NiD:IST TI,REBEIIti I111H ILL IH�TTI�IJIIJ R=2— W 3RD T II11 I 111II 14 1 111111111111 HOME PARK BLVD 11 1, IIIIIWI 1I SH PAVE CAMPI B1 ELL AVI E 111111111_LH ARDEN ST 1 (III III IARE DERIC AVE Q=Jw 1 11 iij1 i10 1 ¢uiI l l 1111111 1....—BERTCH AVER g (IIIIIIIIIIIIII H BYRON AVE( I r FRANCES DR uJ 7411111111 R 3 I 1 MIRIAMI DR > II11111II11l111111II 1_ _co 0 m J I• CI I I LINA AVE m W MITCHELL=AVIE_Y 111111 • -JULIECT 111 12 co -73 0 C-2 5� �.,\�� i JOHNS6A i1 /1 PLEASANS TT R-3;C-Z A,- - .4 WILLISTONAVE ' l R-2,.CZ R_2:C Z co i• x mBYRON AVE IJr T EORESTAVE W 111111111 TT HAWTHORNE AVE IIIIIII'�1L11 11 EUREKA"STI HOLM ST - BOURLAND AVE- EMMEN II R`,C=Z IVANHOE RD 4o, MIDLOTHIAN 5" f i i 1 III 1 11 II 0 1 E MITCHELL AVE 111111 CORNWALL AVE 1 TERRACE MORGAN RD LIAHMI 111 R-3 ,I I 4EASTON AVE' T �I R-2: T II II I LOCKE AVE— 71I I 0f?ANT AVE LEAVITT-ST 11111111111 111 BERTCH AVEII 1111111 IIIII I� 1-(51111 O 1= 0 IIIIII_1IU BYRON AVE 111111 IIIIIIIIHI11II1 GLE IIIIINNII1111 11111111111_ LIBERTY AVE 111111111111 II PIIII ATTIIONAVIIIIIIII E 1111I 1111I IIIIIIIIIIIIII C ,Z R=27C=Z c-1, H111111i1iWid BOURLAND AVE— nI1111111111111n 111 �I111111111111 U LORRAINE AVE — �IIIIIIIIIIIII Ifl 111111E „LORETTA-AVE .m Baltimore Field between Hawthorne Avenue and Eureka Street Preliminary Plat Panther Builders Pagc of R2S. City of Waterloo Planning, Programming and Zoning Commission April 8, 2025 O cc HAWTHORNE AVE Area to be platted BYRON AVE Sours-e.-&-E.S 44;),MT.am ar-rmiArPAQrNOA , 45C 0per r tf EUREKA ST contributors, and the GIS User Community Baltimore Field end Addition Preliminary Plat Panther Homes Prim- 4r19 of R.Z W 1 SP ST APPLICANT: PANTHER BUILDERS CONTACT: KEVIN FITTRO (319)-493-0919 ADDRESS: 616 CLAY ST. CEDAR FALLS, IA 50613 OWNER: BALTIMORE FIELDS LLC CONTACT: KEVIN FITTRO (319)-493-0919 ADDRESS: 616 CLAY ST. CEDAR FALLS, IA 50613 DEVELOPMENT TOTALS: TOTAL AREA (ACRES): TOTAL LOTS: UNIT DENSITY (U/A): ZONING: 4.58 19 1.5 EXISTING: PROPOSED: BASE ZONING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MINIMUM LOT WIDTH: MINIMUM LOT AREA: R-1, R-P R-1, R-P R-1 30 FT 10 FT 30 FT 75 FT 9,000 SQ FT PROPOSED VARIANCE TO BASE DISTRICT SETBACKS: FRONT YARD: 20 FT SIDE YARD: 5 FT REAR YARD: 20 FT MINIMUM LOT WIDTH: 60 FT MINIMUM LOT AREA: 7,000 SQ FT *PROPOSED VARIANCE CONSISTENT WITH R-2 ZONING REQUIREMENTS STORM SEWER • BEEHIVE INTAKE (SIZE VARIES) DOUBLE CURB INTAKE DOUBLE CURB INTAKE W/MANHOLE LEFT DOUBLE CURB INTAKE W/MANHOLE RIGHT DRAINAGE INTAKE FLARED END SECTION (SIZE VARIES) SINGLE CURB INTAKE HMI III SINGLE CURB INTAKE W/MANHOLE STAND PIPE STORM SEWER CLEANOUT STORM SEWER MANHOLE 0 OPEN SIDED AREA INTAKE (SIZE VARIES) 1.0 0 CIVIL ENGINEER: McCLURE ENGINEERING COMPANY 2229 E. GRANTVIEW LANE, SUITE 2 CORALVILLE, IOWA 52241 BRYCE ACHEN 319.626.9090 BACHEN@MCCLUREVISION.COM LEGAL DESCRIPTION: BALTIMORE FIELDS 2ND ADDITION PRELIMINARY PLAT A PARCEL OF LAND BEING A PART OF LOT 5 IN AUDITOR FRANCIS' REITZEL PLAT, A PART OF VACATED BYRON AVENUE, A PART OF VACATED DENVER STREET AND PARTS OF LOT 1 AND 2 ORLO C. MILLER ADDITION, WATERLOO, BLACKHAWK COUNTY, IOWA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 BALTIMORE FIELD FIRST ADDITION; THENCE ALONG THE WEST LINE OF SAID BALTIMORE FIELD FIRST ADDITION AND THE WEST LINE OF HAWTHORNE ESTATES FIRST ADDITION NOO°59'43"W, 602.07 FEET TO THE NORTHEAST CORNER OF LOT 1 OF SAID HAWTHORNE ESTATES FIRST ADDITION ALSO BEING A POINT ON THE SOUTHERLY RIGHT OF WAY OF HAWTHORNE AVENUE; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY S89°47'33"E, 330.99 FEET TO THE NORTHWEST CORNER OF THE EAST 156 FEET OF SAID LOT 5 AUDITOR FRANCIS REITZEL PLAT; THENCE ALONG THE WEST LINE OF SAID EAST 156 FEET S00°58'45"E, 301.38 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF THE EAST 156 FEET AND THE EAST LINE OF SAID LOT 2 ORLO C. MILLER ADDITION S01°03'14"E, 301.20 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2 ORLO C. MILLER ADDITION AND A POINT ON THE NORTH RIGHT OF WAY OF EUREKA STREET; THENCE ALONG SAID NORTH RIGHT OF WAY AND THE SOUTH LINE OF SAID LOTS 1 AND 2 OF ORLO C. MILLER ADDITION N89°42'18"W, 331.22 FEET TO THE POINT OF BEGINNING. THE DESCRIBED AREA CONTAINS 4.58 ACRES AND IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NOTES: 1. ALL EASEMENTS ARE 15' PUBLIC UTILITY EASEMENTS UNLESS NOTED OTHERWISE 2. DEVELOPER SHALL BE RESPONSIBLE FOR EXPLORATORY DIGGING ALONG PERIMETER OF THE SUBDIVISION TO LOCATE EXISTING FIELD TILES, DESIGN, AND CONNECT EXISTING TILES TO THE PROPOSED STORM SEWER SYSTEM TO ENSURE THAT EXISTING FIELD TILES REMAIN IN SERVICE 3. OUTLOT A TO BE DEDICATED TO THE CITY OF WATERLOO AS RIGHT-OF-WAY UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. EXISTING SURVEY LEGEND ELECTRIC BB BREAKER BOX OE ELECTRIC MANHOLE EM ELECTRIC METER / E ` ELECTRIC PEDESTAL GAS 3M GV GAS MARKER GAS METER GAS VALVE SANITARY SEWER O SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE 30' RIG A MONUMENTS BENCHMARK BENCHMARK (TEMPORARY) CONTROL POINT CUT X FOUND CUT X SET • MONUMENT FOUND (FIRST TYPE) ▪ MONUMENT FOUND (SECOND TYPE) O MONUMENT SET (FIRST TYPE) ❑ MONUMENT SET (SECOND TYPE) SECTION CORNER FOUND SECTION CORNER SET Q T POST Q WOODEN POST T OF WAY TELECOMMUNICATIONS TH FO Nz TELECOM HANDHOLE FIBER OPTIC MARKER TELECOM MANHOLE TELEPHONE PEDESTAL TV/CABLE PEDESTAL VEGETATION CONIFEROUS TREE (SIZE VARIES) DECIDUOUS TREE (SIZE VARIES) SHRUB (SIZE VARIES) TREE STUMP (SIZE VARIES) TREE (DEAD) LOCATED IN WATERLOO, BLACK HAWK COUNTY, IOWA WATER Oo t WV YH CURB STOP FIRE HYDRANT IRRIGATION VALVE POST INDICATOR VALVE WATER MANHOLE WATER MARKER WATER SPIGOT WATER VALVE WATER VALVE MANHOLE YARD HYDRANT 30' RIGHT OF WAY IOWA STATE MAP NO SCALE LEGEND FM - ST - W E OH E C OH C T OH T FO OH FO CA OH CA G - ---949-- - ---950-- 15"ST 8'W NEW WATER SERVICE LINE 8"SS NEW SANITARY SEWER LINE 949 PROPOSED MINOR CONTOUR 950 PROPOSED MAJOR CONTOUR 15 5' RIGHT OF WAY 14.5' BACK OF CURB 14.5' BACK OE CURB 15.5' RIGHT OR WAY 5' SIDEWALK 1.5 TARGET (2.0 MAX) 1 9.50' 9.00' 11 30' 9.00' 9.50' 5' SIDEWALK EXISTING SANITARY SEWER EXISTING SANITARY SEWER FORCE MAIN EXISTING STORM SEWER EXISTING WATER LINE EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND COMMUNICATIONS EXISTING OVERHEAD COMMUNICATIONS EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING UNDERGROUND FIBER OPTIC EXISTING OVERHEAD FIBER OPTIC EXISTING UNDERGROUND CABLE EXISTING OVERHEAD CABLE EXISTING GAS EXISTING SUBDRAIN EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPERTY LINE SECTION LINE EASEMENT EXISTING FENCE EXISTING EDGE OF TREES NEW STORM SEWER LINE 0 EK 3.0 2.0' P.C.C. PAVEMENT 76" STANDARD CURB AND GUTTER --2.0 % 2.0 da 2.0 d 2.0' --3.0 1.5 TARGET (2.0 MAX) 1.0' II�Ia��%:��%.-jam%:��� ��i i�i i�i i�r� �/Y� � YM 1Y�, �1Y� �1r� �1Y1� ���i �; i.� i.�,�,�i�.�. ia�,,,�. •�:���i: �.. �. �Ie a • Ie�`�e���1��I1��Le tVIZ V� ,..11` �r�>. L��L1�`/e:`Iet92e��eti AL7Tr�e1fee s. i,�1 i_ ` �� �� � ���`�` v .ice iv ; r f ..,Y �d n, s �%'��////�///�///�%�//'�/fir". ,► ��� //gip/gip////� �Q .O .� .A � �� �p� �p� ��� �vitlir: C P.C.C. PAVEMENT W/ CD JOINTS) 6" MODIFIED SUBBASE) 1 SPECIAL SUBGRADE COMPACTION) ENGINEERING FABRIC (4" P.C.C. PAVEMENT) C 6" SUBDRAIN TYD CAL AVE 29' BAC < TO BAC NO SCALE V 2 E\ D T SECT 0\ CC DAVEVE\T VICINITY MAP SCALE = 1:500 IOWA ONE CALL 1-800-292-8989 www.iowaonecall.com ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE 2025 EDITION OF THE WATERLOO STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE 2025 VERSION OF SUDAS. SHEET LIST TABLE SHEET NUMBER SHEET TITLE C101 COVER SHEET C102 EXISTING CONDITIONS & SURVEY CONTROL C103 SITE & UTILITY PLAN C104 GRADING PLAN SUBMITTAL & REVISION TABLE SUBMITTAL DATE DESCRIPTION 1 3/7/2025 CITY SUBMITTAL #1 2 3/28/2025 CITY SUBMITTAL #2 3 4/7/2025 CITY SUBMITTAL #3 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. BRYCE ACHEN, PE NO. P29498 DATE: MY LICENSE RENEWAL DATE IS DECEMBER 31, 2026 PAGES OR SHEETS COVERED BY THIS SEAL: ALL SHEETS MO-% MCC L U RETM 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA Carroll,IA 1 Clive,IA Cedar Rapids,IA 1 Fort Dodge,IA North Liberty,IA 1 Sioux City,IA Macon,MO 1 Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 REVISIONS PROJECT INFO 2025000029-000 ENGINEER DRAWN BY CHECKED BY BA KW BA COVER SHEET P:\2025000029-000 - PANTHER BUILDERS - BALTIMORE FIELDS\04-DRAWINGS\CIVIL\PRELIM PLAT\2025000029-000 PPCOVER.DWG DRAWING NO. C101 Page 493 of 638 PROJECT CONTROL POINTS TABLE CP# NORTHING EASTING ELEV. DESCRIPTION 100 8838521.33' 15472393.85' 880.19' NE BOLT ON HYD-NE QUAD HAWTHORNE VERMONT 101 8837861.71' 15473045.73' 880.80' NW BOLT ON HYD-NW QUAD EUREKA&BALTIMORE 200 8838150.82' 15472619.70' 880.75' 1/21N RBR MEC BCAP 201 8838144.02' 15472808.63' 878.90' 1/21N RBR MEC BCAP 202 8838508.42' 15473072.84' 871.92' CUT X@BOC@MID RAD 203 8838507.60' 15472352.18' 878.36' CUT X@BOC@MID RAD 204 8837798.46' 15472371.16' 887.59' CUT X@BOC-NORTH OF INT 205 8837804.18' 15473083.54' 880.11' CUT X@BOC@MID RAD 206 8838175.35' 15473079.00' 876.35' CUT X@BOC@MID RAD SANITARY MANHOLE RIM ELEV: 877.97' 8" VCP FL S IN: 870.17' 8" VCP FL N OUT: 870.07' STORM MANHOLE RIM ELEV: 877.97' 12" (VERIFY) RCP FL W IN: 872.97' 42" RCP FL S IN: 871.47' 42" RCP FL N OUT: 871.37' HAWTHORNE ESTATES FIRST ADDITION BYRON AVE. FRANCES DR. 100 VERMONT ST. BALTIMORE FIELDS 1ST ADDITION W(D) 0 so 0 M DICC W(D) W(D) DENVER&HAWTHORNE W(D) DENVER AVE. co co 2 HAWTHORNE AVE. W( SANITARY MANHOLE RIM ELEV: 876.02'\ 12" PVC FL S IN: 8 12" PVC FL N OUT: 07' (STUB) i4.02' 2 STORM MANHOLE• RIM ELEV: 871.57' 12" RCP FL S IN: 868.37' 12" RCP FL N IN: 868.45' 12" R6 P FL E OUT: 868.31'' 2 OHE OHE ffi SAYMEH TEH 1003 VERMONT ST\ WATERLOO, IA 50702 BRANDON S. MCCONN\ELL 1011 VERMONT ST WATERLOO, IA 50702 t*L2IN REBAR- NO DRUG ZONE OLD P V, CP204�� ER POLE - 1/21N- CB,4 ALAN DIAZ 1019 VERMONT ST WATERLOO, IA 50702 WILLIAM/SIMO \ 1025 VER ONT ST WATERLOO, IA 507021 DARRIN L. HAGEDORN 1105 VERMONT ST\ WATERLOO, IA 5077 OHE OHE OH OHE S89°47'33"E 330.99' OHE , 5/' I BAR - OHE 2 IN 1/2 ] EBAR \-�15/51N REBAR BENT TU K. MAUNG 1111 VERMONT AVE WATERLOO, IA 50701 CP GO ERIC P. HYDE 1201 VERMONT ST WATERLOO, IA 50702 2 2 I k CP200�' - 1/21N REBAR RPC 21640 o O) z ---11l/2fN�REBAR RPC 21640 I JIMMY INYANI 401 EUREKA ST 1 WATERLOO, IA 50702 2-1-64I- (C 81®OHE •SANITARY MANHOLE RIM ELEV: 886.65' 8" VCP FL S IN: 877.55' 8" VCP FL N OUT: 877.55' <10- 883 \ 1/2IIV7BAR RPC 21640 IMBI OHE 8 886 C .rinc 24C ae 88g - 882 OH-C1151 2 \ 2 \ 2 OHC(B) co co 2 2 880 2 2 2 2 8j9� 2 2 \ 878 2 2 1 2 1 877 2 2 2 Lu 2 1 2 2 4" DIA METAL POST 2 2 N89°42'18"W 331.22' 2 2 2 2 2 - 884 2 \ oP 2 2 2 2 2 2 I 1 \ 2 2 2 2 883- 2 CP201 882 2 2 S00°58'45"E 301.3 w ROCK STAR REAL ESTAT PO BOX 538 LFF: 875.38, WATERLOO, IA 50704 OFF: 875.73' 876.34' TRAVIS CARTER 1104 BALTIMORE ST WATERLOO, IA 50702 OHE 0 CHAD J. MANNION 1112 BALTIMORE ST WATERLOO, IA 50702 RONALD J. MANNION 1122 BALTIMORE ST FF: 877.29' WATERLOO, IA 50702 FF: 877.52' RENAE E. TERRY 1128 BALTIMORE ST WATERLOO, IA 50702 /2IN REBAR RPC 1 l� 1 co 0 m 2 W EUREKA AVE ss w 2 0 SANITARY MANHOLE RIM ELEV: 885.70' 8" VCP FL E OUT: 875.41' w 0 DENVER AVE 55 bb bb LFF: 878.64' IN+R 3/41N IP BYRON AVE. TERRY L. KEZAR 1200 BALTIMORE ST WATERLOO, IA 50702 CHARLES L. LANE 1204 BALTIMORE ST WATERLOO, IA 50702 MICHAEL E. ORTMAN 1208 BALTIMORE ST WATERLOO, IA 50702 LEONARD L. RUMPZA 1218 BALTIMORE ST WATERLOO, IA 50702 COOLEY & COOLEY REAL ESTATE LC 812 WASHINGTON ST WATERLOO, IA 50702 1N P E- STORM INTAKE TOP OF GRATE ELEV: 879.70' 12" FZCP I-L W IN: ti/b.b4' ( 1 12" RCP FL E OUT: 876.51' 1/21N REBAR BROKEN CAP_ST ST 2 3�Q OHE -® DENVER&EUREKA SANITARY MANHOLE RIM ELEV: 884.49' 8" PVC FL W IN: 874.59' 8" PVC FL S IN: 874.64' 8" PVC FL E OUT: 874.59' TH OHE SS SS OHE •STORM INTAKE TOP OF GRATE ELEV: 882.58' 6" CMP FL W IN: 879.87' 12" RCP FL S IN: 879.58' 12" RCP FL E OUT: 879.53' STORM INTAKE TOP OF GRATE ELEV: 882.77' 6" CMP FL W IN: 880.20' 12" RCP FL N OUT: 879.92' STORM INTAKE TOP OF GRATE ELEV: 871.10' 12" RCP FL S OUT: 868.61' 14,�' IN PIPE P202 STORM MANHOLE RIM ELEV: 871.68' 12" RCP FL W IN: 867.98' 12" RCP FL S IN: 867.98' 12" RCP FL E OUT: 867.88' •SANITARY MANHOLE RIM ELEV: 872.02' 12" PVC FL S IN: 862.77' 12" PVC FL N OUT: 862.72' STORM INTAKE TOP OF GRATE ELEV: 871.48' 12" RCP FL N OUT: 868.66' PINC ED PIPE I 3/41N IP I I I 1/21N PIPE BALTIMORE ST. CP206 I I 1/21N PIPE 1/21N PIPE PINCHED PIPE BMII01 SS ST AUDITOR FRANCIS' REITZEL PLAT ORLO C. MILLER ADDITION AUDITOR FRANCIS' REITZEL PLAT SANITARY MANHOLE RIM ELEV: 879.79' 8" PVC FL W IN: 870.94' 12" PVC FL S IN: 870.69' 12" PVC FL N OUT: 870.59' i CP205 STORM MANHOLE RIM ELEV: 879.77' F MO-% MCC LURE" 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA I Carroll,IA I Clive,IA Cedar Rapids,IA I Fort Dodge,IA North Liberty,IA I Sioux City,IA Macon,MO I Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 40 20 0 REVISIONS PROJECT INFO 2025000029-000 40 ENGINEER DRAWN BY CHECKED BY BA KW BA J N0 z 0 >- LiJ I..L V JJ �W V J z 0 0 z 0 U1 V z V J X W P:\2025000029-000 - PANTHER BUILDERS - BALTIMORE FIELDS\04-DRAWINGS\CIVIL\PRELIM PLAT\2025000029-000 PPEXIST.DWG DRAWING NO. C102 Page 494 of 638 SANITARY MANHOLE RIM ELEV: 877.97' 8" VCP FL S IN: 870.17' 8" VCP FL N OUT: 870.07' STORM MANHOLE RIM ELEV: 877.97' 12" (VERIFY) RCP FL W IN: 872.97' 42" RCP FL S IN: 871.47' 42" RCP FL N OUT: 871.37' SAYMEH TEH 1003 VERMONT ST WATERLOO, IA 50702 20.0' DRAINAGE EASEMENT BRANDON S. MCCONNELL 1011 VERMONT ST WATERLOO, IA 50702 SANI ART Y MANHOLL RIME EV: 886.65' 8" VC FL S IN: 877.55' 8" VCP FL N OUT: 877.55' ALAN DIAZ 1019 VERMONT ST WATERLOO, IA 50702 WILLIAM SIMO 1025 VERMONT ST WATERLOO, IA 50702 DARRIN L. HAGEDORN 1105 VERMONT ST WATERLOO, IA 50702 TU K. MAUNG 1111 VERMONT AVE WATERLOO, IA 50701 ERIC P. HYDE 1201 VERMONT ST WATERLOO, IA 50702 JIMMY INYANI 401 EUREKA ST WATERLOO, IA 50702 300' HYDRANT RADIUS (TYP.) HAWTHORNE AVE. 130.91' 10.0' SIDE SETBACK- ' TRACT A 7,460 SF 0.17 AC STORM WATER MANAGEMENT TRACT] ----- 131.22' --- 132.49' - - - 5' SIDEWALK (TYP.) 4 8,140 SF 0.19 AC 5 8,216 SF 0.19 AC ---- 137.57' - - 6 8,293 SF 0.19 AC I7 8,369 SF 10.19 AC 8 8,440 SF 0.19 AC 10.0' PUBLIC UTILITY EASEMENT BUILDING SETBACK (TYP.) --141.24'- II ► 140II 'i .2 2' 1�.0' SIDTBAC�I 1\189°42'18"W 331.22' SANITARY MANHC RIM ELEV: 876.02' 12"PVC FLSIN: 8E 12" PVC FL N OUT: S89°47'33"E 330.99' R300' HYDRANT RADIUS (TYP.) 4.02' 5' SIDEWALK (TYP.) TRACT 7,992 SF 2.09' 0.18AC LSTORM WATER MANAGEMENT TRACT -139.53'----- II I I I I I I I I EUREKA AVE. SANITARY MANHOLE RIM ELEV: 885.70' 8" VCP FL E OUT: 875.41' BUILDING SETBACK (TYP.) 135.84' 133.51' 5' SIDEWALK (TYP.) SANITARY MANHOLE RIM ELEV: 884.49' 8" PVC FL W IN: 874.59' 8" PVC FL S IN: 874.64' 8" PVC FL E OUT: 874.59' 129.91' 11 7,829 SF 0.18 AC 10 8,477 SF 0.19 AC 20.0'IDRAINAGE STORM MANHOLE RIM ELEV: 871.57' 12" RCP FL S IN: 868.37' 12" RCP FL N IN: 868.45' RCP FL E OUT: 868.318' ROCK STAR REAL ESTATE LLC X 20.0' DRAINAGE PO BOX 538 EASEMENT WATERLOO, IA 50704 TRAVIS CARTER 1104 BALTIMORE ST WATERLOO, IA 50702 CHAD J. MANNION 1112 BALTIMORE ST WATERLOO, IA 50702 RONALD J. MANNION 1122 BALTIMORE ST WATERLOO, IA 50702 RENAE E. TERRY 1128 BALTIMORE ST WATERLOO, IA 50702 BYRON AVE. TERRY L. KEZAR 1200 BALTIMORE ST WATERLOO, IA 50702 CHARLES L. LANE 1204 BALTIMORE ST WATERLOO, IA 50702 MICHAEL E. ORTMAN 1208 BALTIMORE ST WATERLOO, IA 50702 LEONARD L. RUMPZA 1218 BALTIMORE ST WATERLOO, IA 50702 COOLEY & COOLEY REAL ESTATE LC 812 WASHINGTON ST WATERLOO, IA 50702 STORM INTAK� OF GRATE ELEV: 879.70 12"RCP I-LWZN8/b.b4 12" RCP FL E OUT: 876.51I' ST ST OHL OHE STORM INTAKE TOP OF GRATE ELEV: 882.58' 6" CMP FL W IN: 879.87' 12" RCP FL S IN: 879.58' 12" RCP FL E OUT: 879.53' STORM INTAKE TOP OF GRATE ELEV: 882.77' 6" CMP FL W IN: 880.20' 12" RCP FL N OUT: 879.92' STORM INTAKE TOP OF GRATE ELEV: 871.10' 12" RCP FL S OUT: 868.61' STORM MANHOLE RIM ELEV: 871.68' 12" RCP FL W IN: 867.98' 12" RCP FL S IN: 867.98' 12" RCP FL E OUT: 867.88' SI SANITARY MANHOLE RIM ELEV: 872.02' 12" PVC FL S IN: 862.77' 12" PVC FL N OUT: 862.72' STORM INTAKE TOP OF GRATE ELEV: 871.48' 12" RCP FL N OUT: 868.66' SANITARY MANHOLE RIM ELEV: 879.79' 8" PVC FL W IN: 870.94' 12" PVC FL S IN: 870.69' 12" PVC FL N OUT: 870.59' STORM MANHOLE RIM ELEV: 879.77' 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA I Carroll,IA I Clive,IA Cedar Rapids,IA I Fort Dodge,IA North Liberty,IA I Sioux City,IA Macon,MO I Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 REVISIONS PROJECT INFO 2025000029-000 ENGINEER DRAWN BY CHECKED BY DRAWING NO. Page 495 of 638 SANITARY MANHOLE RIM ELEV: 877.97' 8" VCP FL S IN: 870.17' 8" VCP FL N OUT: 870.07' STORM MANHOLE RIM ELEV: 877.97' 12" (VERIFY) RCP FL W IN: 872.97' 42" RCP FL S IN: 871.47' 42" RCP FL N OUT: 871.37' SANITARY MANHOLE RIM ELEV: 886.65' 8" VCP FL S IN: 877.55' 8" VCP FL N OUT: 877.55' HAW 1 11UKNt AVt. 872873874 875 ACT A ,460 SF 0.00% 7 AC 0.19 AC 8 8,440 SF 0.19 AC -879 EUREKA AVE. SANITARY MANHOLE RIM ELEV: 885.70' 8" VCP FL E OUT: 875.41' SANITARY MANHOLE RIM ELEV: 876.02' 12" PVC FL S IN: 8 .07' (STUB) 12" PVC FL N OUT: 4.02' 875=874=873- \ - 872s871 TRACT oy 7,992 SF 871- `0.18 AC 872=873=874- -875- SANITARY MANHOLE RIM ELEV: 884.49' 8" PVC FL W IN: 874.59' 8" PVC FL S IN: 874.64' 8" PVC FL E OUT: 874.59' 1 8,261 . F 0.19 16 8,187 SF co 0.19 AC 13 7,975 SF 0.18 AC 12 7,902 SF 18 AC 11 , 9 SF 0.1 'C 10 'I 8,4 ' SF 0.19 A. I STORM MANHOLE RIM ELEV: 871.57' 12" RCP FL S IN: 868.37' 12" RCP FL N IN: 868.45' 12" RCP FL E OUT: 868.318' 12 51 BYRON AVE. STORM INTAKE TOP OF GRATE ELEV: 879.70' 12" RCP FL W IN: 876.64'- 12" RCP FL E OUT: 876.51' OHE OHE STORM INTAKE TOP OF GRATE ELEV: 882.58' 6" CMP FL W IN: 879.87' 12" RCP FL S IN: 879.58' 12" RCP FL E OUT: 879.53' STORM INTAKE TOP OF GRATE ELEV: 882.77' 6" CMP FL W IN: 880.20' 12" RCP FL N OUT: 879.92' STORM INTAKE TOP OF GRATE ELEV: 871.10' 12" RCP FL S OUT: 868.61' Tt �J W SANITARY MANHOLE RIM ELEV: 872.02' 12" PVC FL S IN: 862.77' 12" PVC FL N OUT: 862.72' STORM INTAKE TOP OF GRATE ELEV: 871.48' 12" RCP FL N OUT: 868.66' STORM MANHOLE RIM ELEV: 871.68' 12" RCP FL W IN: 867.98' 12" RCP FL S IN: 867.98' 12" RCP FL E OUT: 867.88' Si SANITARY MANHOLE RIM ELEV: 879.79' 8" PVC FL W IN: 870.94' 12" PVC FL S IN: 870.69' 12" PVC FL N OUT: 870.59' STORM MANHOLE RIM ELEV: 879.77' 2229 E Grantview Ln Suite 2 Coralville, Iowa 52241 P 319-626-9090 Ankeny,IA I Carroll,IA I Clive,IA Cedar Rapids,IA I Fort Dodge,IA North Liberty,IA I Sioux City,IA Macon,MO I Columbia,MO North Kansas City,MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistences, ambiguities, or conflicts contained within the Plans and Specifications. IOWA CERTIFICATE OF AUTHORITY NO. 26887 REVISIONS PROJECT INFO 2025000029-000 ENGINEER DRAWN BY CHECKED BY DRAWING NO. Page 496 of 638 CITY F WATEROLOO Engineering April 8, 2025 Bryce Achen, PE McClure 2229 East Grantview Lane, Suite 2 Coralville, IA 52241 bachen@mcclurevison.com RE: Baltimore Fields 2"d Addition Preliminary Plat review Dear Byrce, 715 Mulberry St, Waterloo, IA 50703 Q Phone: (319) 291-4312 t. CITYOFWATERLOOIOWA.COM The City of Waterloo Engineering Department has received and reviewed the second revised preliminary plat and development plan for Baltimore Fields 2"d Addition. The plat as provided meets all City requirements. However, Engineering does have concerns with potential conflicts with the proposed storm lines at the north end of the project. We anticipate this being reviewed and resolved during the development of the construction plans. The Deed of Dedication and storm water management report still need to be reviewed and approved. Please submit them as soon as possible. Sincerely, Wayne Castle, PLS, PE Assistant City Engineer cc: Jamie Knutson, PE, City Engineer Aric Schroeder, City Planner Page 497 of 638 CITY OF WATERLOO PLANNING AND ZONING COMMISSION REQUEST FOR PLATTING (PRELIMINARY OR MINOR) 1. APPLICATION INFORMATION: a. Applicant's Name (please print): Panther Builders, Kevin Fittro Address: 616 Clav $t. Phone: 319-493-0919 City: State: IA Zip: 50613 Email: kevin.fittro c(�pantherhomebuildi b. Status of Applicant: (a) Owner Q (b) Other 0 (SELECT ONE): If other explain: c. Property Owner's Name if different than above (please print): Baltimore Fields LLC, Kevin Address: 616 Clay St. Phone: 319-493-0919 City: State: IA Zip: 50613 Email: kevin.fittro(c�pantherhomebuilders. 2. PREPARER INFORMATION: a. Preparer's Business Name (please print): McClure Primary Preparer's Name: Bryce Achen Phone: 319-626-9090 E-mail: bachen(a�mcclurevision.com 3. PROPERTY INFORMATION: a. Name of Plat: Baltimore Fields 2nd Addition b. General Location of Property: South of Hawthorne Ave, North of Eureka Ave, East of \ c. Area of Proposed Plat: 4.58 d. Zoning District(s): R-1, R-P 4. OTHER DOCUMENTATION: a. Preliminary Deed of Dedication (prefered but not required) b. Overall Street Plan (if applicable) c. Six (6) copies of the Preliminary Plat which are in conformance with Section 11-3-2 of the Subdivision Ord. (also submit a digital copy of the plat in PDF format) 5. PUBLIC IMPROVEMENTS a. Costs (estimated) for any public improvements: Total Cost Estimate Storm Sewer $ 185,868 Sanitary Sewer $ 80,925 Paving $191,410 Land Dedicated $ TOTAL $ 458.20299999, The Request Fee of $300 + $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 under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The under igned authorize City Zoning Officials to enter the property i uestion in regards to the request. ignature of Applicant Date ignature of Owner Date Page 498 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving an Early Access Agreement with International Paper Company, to allow certain development activities on land located at 3230 Leversee Road, north of 3040 Leversee Road, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is an Early Access Agreement with International Paper Company (IP), to allow development activities to occur on land located north of 3040 Leversee Road, and authorizing the Mayor and City Clerk to execute said document. IP is going to construct a 969,000 square foot corrugated box manufacturing facility, and the early access agreement will allow IP to begin earth work activities, other site preparation and foundation of the new building. A development agreement has been approved for the conveyance of this property, however, the City is still going through other necessary Federal Aviation Administration steps. NEIGHBORHOOD IMPACT The early access agreement will not negatively impact the area. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION Page 499 of 638 LEGAL DESCRIPTION A parcel of land situated in part of the Southwest 1/4 of Section 5, Township 89 North, Range 13 West of the 5th Principal Meridian, City of Waterloo, Black Hawk County, State of Iowa, more particularly described as follows: Commencing at the Southwest Corner of said Section 5; thence North 00° (degrees) 36' (minutes) 39" (seconds) East (assumed bearing for the purpose of this description) on the west line of the Southwest 1/4 of said Section 5, a distance of 795.59 feet; thence South 89°23'21" East, 33.00 feet to the intersection of the present northerly right-of-way line of the Canadian National Railroad and the present easterly right-of-way line of Leversee Road, being the point of beginning; thence North 00°36'39" East on said easterly right-of-way line, 1,189.64 feet; thence South 89°08'13" East, 2,368.20 feet to a line that is 684.00 feet northwesterly of and parallel with the centerline of runway 18/36 and its extension southwesterly; thence South 07°02'11" West on said line, 1,258.31 feet to the present northerly right-of-way line of the Canadian National Railroad; thence North 89°12'44" West on said northerly right-of-way line, 1,535.05 feet; thence westerly on said northerly right-of-way line being a 2,370.51-foot radius curve concave northerly and having a 423.99-foot long chord bearing North 86°21'44" West, a distance of 424.56 feet (arc length); thence westerly on said northerly right-of-way line being a 2,557.26-foot radius curve concave northerly and having a 272.51-foot long chord bearing North 80°04'57" West, a distance of 272.63 feet (arc length) to the point of beginning. Containing 2,865,228 square feet or 65.78 acres. ATTACHMENTS 1. Early Access Agreement Page 500 of 638 EARLY ACCESS AGREEMENT This Early Access Agreement (the "Agreement") is entered into as of April , 2025, by and between the City of Waterloo, Iowa ("City") and International Paper Company (the "Company"). WHEREAS, City and Company are parties to a development agreement concerning a project to be undertaken by Company on certain real property legally described and depicted in attached Exhibit "A" (the "Property"), located in the East Waterloo Unified Urban Renewal and Redevelopment Plan Area; and WHEREAS, the parties desire that Company have access to the Property to begin certain activities before the Property is conveyed to Company. NOW, THEREFORE, in consideration of the future transactions contemplated by the parties as described above, and in consideration of the mutual promises exchanged herein, the parties agree as follows: 1. City hereby grants to Company the right to enter upon the Property to begin development activities, including but not limited to survey work, earth moving and construction of building footings and foundation. The term of this Agreement shall be from the date hereof until the date that City delivers a deed to Company for the Property pursuant to a development agreement. Company's right to conduct its activities upon the Property is expressly made subject to prior receipt of applicable zoning, building, and other regulatory approvals. 2. Company shall, at its own expense, procure and maintain comprehensive public liability insurance in the amount of not less than $1,000,000 per occurrence. Such insurance shall cover liability arising from the acts or omissions of Company, its employees, contractors and agents, and shall protect the City, its officers, officials, employees, and agents, against any and all claims, damages, costs or expenses (including but not limited to reasonable attorneys' fees and expenses) arising from or in connection with injury or death to any person or persons, or loss of or damage to property, by reason of any casualty, accident or other occurrence on or about the Property during the term of this Agreement. Certificates or copies of said policies, naming the City as an additional insured, shall be delivered to City before Company, its employees, contractors, or agents, enter upon the Property for any purpose. 3. Company agrees to be responsible for any liability which may arise out of the acts or omissions of Company, its employees, agents and contractors, on or about the Property, and in said connection Company agrees to indemnify and hold harmless City, its officials, officers, employees and agents, from and against any and all claims, demands, actions, causes of action, damages, costs, fines, penalties, and liabilities of any type or nature whatsoever, including but not limited to reasonable attorneys' fees, arising out of said acts or omissions, whether sounding in law or equity, in tort or contract, by statute, or otherwise. The duties of Company under this paragraph shall survive the expiration or termination of this Agreement. 4. If for any reason the contemplated sale and purchase of the Property between the parties is canceled or otherwise does not occur, then at its sole expense Company shall promptly remove from the Property all of its personal property and materials or debris that it has deposited International Paper - Business Use Page 501 of 638 on the Property during the term hereof and restore, as nearly as possible, the condition of the Property to that which existed upon Company's initial entry upon the Property hereunder, except as otherwise permitted by express written consent of City. 5. Notwithstanding this Agreement, the parties agree to work cooperatively in good faith to finalize the terms of a development agreement in respect of the Property as expeditiously as possible. 6. The rights and duties of Company under this Agreement may not be assigned without the prior written consent of City. This Agreement is the entire agreement of the parties concerning the subject matter hereof. It may not be modified or amended without the prior written consent of the parties. This Agreement is binding on the parties and the respective successors and assigns of each. This Agreement may be executed in multiple counterparts, each of which, including signed counterparts transmitted by facsimile or other electronic means, shall be deemed an original and all of which together shall constitute one instrument. IN WITNESS WHEREOF, the parties hereto have executed this Early Access Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA International Paper Company By: By: Quentin M. Hart, Mayor W. Neely Mallory, IV, Director, Real Estate Attest: Kelley Felchle, City Clerk 2 International Paper - Business Use Page 502 of 638 Exhibit "A" Legal Description A parcel of land situated in part of the Southwest 1/4 of Section 5, Township 89 North, Range 13 West of the 5th Principal Meridian, City of Waterloo, Black Hawk County, State of Iowa, more particularly described as follows: Commencing at the Southwest Corner of said Section 5; thence North 00° (degrees) 36' (minutes) 39" (seconds) East (assumed bearing for the purpose of this description) on the west line of the Southwest 1/4 of said Section 5, a distance of 795.59 feet; thence South 89°23'21" East, 33.00 feet to the intersection of the present northerly right-of-way line of the Canadian National Railroad and the present easterly right-of-way line of Leversee Road, being the point of beginning; thence North 00°36'39" East on said easterly right-of-way line, 1,189.64 feet; thence South 89°08'13" East, 2,368.20 feet to a line that is 684.00 feet northwesterly of and parallel with the centerline of runway 18/36 and its extension southwesterly; thence South 07°02' 11" West on said line, 1,258.31 feet to the present northerly right-of-way line of the Canadian National Railroad; thence North 89°12'44" West on said northerly right-of-way line, 1,535.05 feet; thence westerly on said northerly right-of-way line being a 2,370.51-foot radius curve concave northerly and having a 423.99-foot long chord bearing North 86°21'44" West, a distance of 424.56 feet (arc length); thence westerly on said northerly right-of-way line being a 2,557.26-foot radius curve concave northerly and having a 272.51-foot long chord bearing North 80°04'57" West, a distance of 272.63 feet (arc length) to the point of beginning Containing 2,865,228 square feet or 65.78 acres. 3 International Paper - Business Use Page 503 of 638 Exhibit "A" Continued 4 International Paper - Business Use Page 504 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Jamie Knutson, City Engineer Engineering Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving the Contracted Education Proposal for the Hartman Reserve Stormwater Education Program in the amount of $2,540.69, and authorizing the Mayor to execute said document. RECOMMENDED COUNCIL ACTION SUMMARY STATEMENT AND BACKGROUND INFORMATION Stormwater outreach and education is a required part of the city's stormwater discharge permit. The attached is a partnership program with the surrounding communities and the Hartman Reserve Nature Center to conduct a series of stormwater education events and programs geared toward local students. This is a renewal of a program that began in FY 2017. NEIGHBORHOOD IMPACT DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS Page 505 of 638 1. Stormwater education contract (1) 2. Cedar Valley Storm Water Initiative Waterloo, 25 Page 506 of 638 Contracted Education Proposal: July 1, 2025-June 30, 2028 This proposal is between Black Hawk County Conservation Board (BHCCB) and the cities of Cedar Falls, Elk Run Heights, Evansdale, Hudson, Raymond and Waterloo. Black Hawk County Conservation's Hartman Reserve Nature Center will partner with the cities of Cedar Falls, Elk Run Heights, Evansdale, Hudson, Raymond and Waterloo to organize and conduct stormwater education sessions. This effort will occur under the direction of city staff and BHCCB. Education sessions will occur throughout FY 2025-2028(July 1-June 30) consisting of school groups, field trips, public programs and summer camps. Overview • General stormwater education fact sheets and or brochures will be made available upon request. These fact sheets shall present information regarding stormwater impacts on water quality and measures residents can implement to reduce water quality degradation from stormwater. • Informational articles will be provided for use in the city newsletter 2 times per year which presents information regarding the impacts of storm water on water quality and measures residents can implement. • BHCCB will provide a wide range of hands-on water quality and storm water themed programs(both in person and virtual) to classrooms, and visitors of the nature center who attend programming for school trips, summer camps, as well as public and private programs. • This program will allow the participating municipalities to remain in compliance with their DNR issued NPDES (National Pollutant Discharge Elimination System) general permit #2, which contains a public education and outreach programming requirement. • The partnership provides a cost effective way for the surrounding communities to meet the federal requirements. • Programs can include; o stream table lessons which demonstrate the watershed concept and provide appropriate lessons on the forces of erosion. o Live animal exhibits where children get to meet some of the animals that depend on clean water, while learning how water quality affects them. o Fishing/canoeing/kayaking where we teach lifelong appreciation of recreational activities that are directly impacted by water quality. These activities and many more are available to teachers, childcare centers, and the public. BHCCB will continue to build new and innovative programs for the community. Page 507 of 638 Project Coordination: BHCCB will provide program planning, set up, equipment, maintenance, and storage of equipment along with billing and registration. Reports will be submitted to each individual city at the end of each fiscal year. Staff: BHCCB has four full time naturalists who plan, organize and implement education programs for children and adults. These staff will lead the watershed education initiative. Budget: The incorporation of water quality lessons into existing programs, city specific programs, and cost share matching from each of the participating municipalities allows this to be a cost effective education program. BHCCB staff program budget: $5,502.77 City Population Min. Contribution % of total Cost Share by Pop. Cost share including min. Contribution Waterloo 66,606 $250.00 57.21 % $2,290.69 $2,540.69 Cedar Falls 40,737 $250.00 34.99% $1,401 $1,651.00 Evansdale 4,490 $250.00 3.85% $154.15 $404.15 Hudson 2,772 $250.00 2.38% $95.26 $345.26 Raymond 748 $250.00 0.64% $25.63 $275.63 Elk Run Heights 1,055 $250.00 0.90% $36.04 $286.04 Total 116,408 $1,500 100% $4,002.77 $5,502.77 Deliverables: BHCCB will provide programming (both in person and virtual) for field trips, classrooms, and visitors with hands on water quality themed programs that will meet the required education component of the Iowa DNR MS-4 Stormwater Mandate. In FY2024 over 3,000 individuals received this instruction. BHCCB will track the numbers and provide the report at the end of the year or as requested. Page 508 of 638 Invoice: BHCCB will invoice the cities at the beginning of each fiscal year and it will be payable in 60 days. Signature Page: Attached please find the signature page. Page 509 of 638 Signature Page Education Proposal July 1, 2025- June 30, 2028 Amy Davison, Nature Center Manager, Black Hawk County Conservation Danny Laudick, Mayor, City of Cedar Falls Lisa Smock, Mayor, City of Elk Run Heights DeAnne Kobliska, Mayor, City of Evansdale Gail Bunz, Mayor, City of Hudson Monte Johnson, Mayor, City of Raymond Quentin Hart, Mayor, City of Waterloo Page 510 of 638 Black Hawk County Conservation April 1, 2025 Thank you for your continued support for the Cedar Valley Storm Water Initiative This initiative works to raise awareness on water quality issues while providing STEM programming for students to investigate, understand and devise solutions to local water quality issues. Black Hawk County Conservation's Nature Center Hartman Reserve already works with a steady stream of students that visit the nature center to engage in outdoor learning. Our programming can provide audiences for municipalities that need to address the MS4 federal storm water education mandate. We appreciate your trust in allowing us to use the stormwater funds collected from citizens and business to provide high -quality hands-on learning to individuals in the Cedar Valley area. To date, the Hartman Reserve Nature Center Education Team has provided 1971 Waterloo Participants with 195 hours of storm water and water quality related education. We are not finished yet, as the busy season is just getting started. We are excited about the opportunity to continue to work with you and your community to provide this important programming. Here are details about some of the programs that we have provided for the Waterloo Community. Creek stomping: Our Naturalists take youth on adventure through a creek. Participants can get into the creeks and learn all about how the creek works, while learning about soil erosion, the structure and engineering of the creek and any practices that can be done to reinforce stream banks. Participants will learn about habitats and the types of animals in and around the creek, as well as search for tracks and identify types of animals that have visited the stream. Participants look for rocks and engage in discussion of geology of the area, understanding the motion of the water and how it carries and moves things. Water Testing: Helps us to understand what is in our water, analyze health risks and provides discussion on what individuals can do to improve its quality. Page 511 of 638 Fishing: We love to take people fishing. While fishing, we work to provide education on how storm water pollution has a detrimental impact on aquatic habitat for fish and insects, threatens public health and recreation, and spoils the beauty of our rivers and streams. Canoeing/Kayaking: We hope by exposing youth to the natural world around them, they are more likely to visit and appreciate the rivers and lakes in the future. We seek to educate youth about the natural resources in their hometowns as well as to encourage a more active lifestyle and further pursuit of recreation activities. By combining environmental education with kayaking trips, and summer camps youth will gain skills and build confidence on the water, while learning more about natural resources in this area. Life Lab: Beginning Fall 2024 and now Spring 2025, we will provide Waterloo schools 2nd, and 5thgrade students life lab field trips. These trips will teach students about water quality. Some will have the opportunity to creek stomp and learn about the different water types in Iowa. Some of the students will learn about how storm pollution affects our watersheds and have the opportunity to fish and learn about water sampling Enviroscape: The EnviroScape is an environmental education model that shows water pollution and prevention through shared responsibility. It dramatically demonstrates water pollution concepts and their prevention. The EnviroScape is an effective tool that communicates our shared responsibility for the environment to people of all ages, languages, and cultures. Education staff use it to provide engaging and effective, hands-on learning. Stream table activities: Education staff use the stream table to work with students as they investigate and learn about river systems and how river erosion and deposition shapes the landscape. Students learn to identify factors (e.g. slope, rate of water flow) that affect a river's ability to erode land and carry sediment. Students know rivers and streams are dynamic systems that erode, transport sediment, change course and flood their banks in natural recurring patterns. Pond dipping: Pond dipping is an excellent activity for children of all ages and is a great way to introduce them to a wide range of plants, insects and amphibians. It also offers an opportunity to learn about food chains and food webs as well as discovering variations in lifecycles and the effects of pollution on aquatic life. Amphibian programs: An Amphibian's skin absorbs air and water. This makes them very sensitive to air and water pollution. Our Naturalists teach participants about how the word "amphibian" means two -lives, one in the water and one on land. They live the first part of their lives in the water and the last part on the land. When they hatch from their eggs, amphibians have gills so they can breathe in the water. They also have fins to help them swim, just like fish. Later, their bodies change, growing legs and lungs enabling them to live on the land. Page 512 of 638 Fish Iowa: Education staff at Hartman has been trained in Fish Iowa! curriculum. The curriculum combines physical education, health, biology, geography, and family and consumer sciences into a program that focuses on fishing. Designed for use in formal settings with middle school through senior high students, it easily adapts to non -formal programs such as camps, scout outings, etc. Fish Iowa! works with students with all levels of abilities. Fish Iowa!edinfo@dnr.iowa.gov 515-494-3891 Biannual Stormwater Tips: Staff will continue to send biannual stormwater tips that can be shared in newsletters or social media that citizens can put into practice to reduce the impact of stormwater at their homes in their neighborhoods. Please remember that conservation can provide up to two (2) public programs in your municipalities per year, to schedule please email Megan Hamm at Mhamm@blackhawkcounty.iowa.gov If you have specific questions regarding the stormwater programming or would like additional information, please feel free to contact us. Thank you again for your continued partnership. 744uy V auidopt Black Hawk County Conservation Hartman Reserve Nature Center Manager adavison@blackhawkcounty.iowa.gov 319-277-2187 Page 513 of 638 CITY OF J ,ATERLOO �. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution to approve a Right of Entry Agreement with Cedar Valley Corp. LLC, to have a temporary concrete batch plant, located near the southeast corner of Highway 20 and Ansborough Avenue, and authorizing the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION Transmitted is a request to enter into a Right of Entry Agreement with Cedar Valley Corp. LLC, to have a temporary concrete batch plant located near the southeast corner of Highway 20 and Ansborough Avenue. The temporary batch plan will directly coincide with the reconstruction of San Marnan Drive from Ansborough Avenue to eastward Highway 21, and the close proximity of the plant to the project area makes it ideal and more feasible. This site had a temporary concrete batch plant in 2021 when Highway 20 was reconstructed. The Right of Entry agreement has wording about how the site is supposed to be prepped, restoration of the site after the plant is removed and payment by the company to the farmer who farms the city - owned land around it, if crop damages occur. NEIGHBORHOOD IMPACT The request would not appear to negatively impact the surrounding area. The property had a temporary concrete batch plant on it in 2021, and no known adverse impacts were heard. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS SOURCE OF EXPENDITURES N/A Page 514 of 638 ALTERNATIVE ACTION LEGAL DESCRIPTION The South 400 feet of the West 605 feet of the Northwest Quarter (NW 1/4) of Section 9, Township 88 North, Range 13 West, except the East 475 feet of the West 605 feet of the South 100 feet thereof, and also excepting the Ansborough Avenue Right -of -Way and The North 40 feet of the West 130 feet of the Southwest Quarter (SW 1/4) of Section 9, Township 88 North, Range 13 West, except the Ansborough Avenue Right -of -Way Containing 4.0 acres more or less ATTACHMENTS 1. Right of Entry Agreement 2. Exhibit A Page 515 of 638 RIGHT OF ENTRY AGREEMENT This Right of Entry Agreement (the "Agreement") is entered into as of , 2025, by and among the City of Waterloo, Iowa, an Iowa municipal corporation ("City"), Cedar Valley Corp., LLC ("CVC"). CVC are "Contractors." RECITALS A. City is the owner of real property in the city of Waterloo, Black Hawk County, Iowa, identified as parcel no. 8813-09-326-008 (the "Property") and generally located at the southeast corner of Ansborough Avenue and U.S. Highway 20. B. CVC are contractors who will engage in a project (the "Project") for reconstruction of a portion of San Marnan Drive between State Highway 21 and Ansborough Avenue in the general vicinity of the Property and desire to secure a location for siting of a portable concrete plant and deposit of dirt and waste material. C. City is willing to allow CVC to use a portion of the Property on the terms set forth herein. AGREEMENT NOW, THEREFORE, in consideration of the mutual promises set forth herein and for other consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Project Site. Subject to the terms and conditions of this Agreement, City hereby grants to CVC the right to use that portion of the Property designated as "CVC Plant Site Approx. 4 Acres" on the site overview attached hereto as Exhibit "A" (collectively, the "Project Site"). 2. Permitted Uses; Term. The "Permitted Uses" of the Project Site shall be (a) on the CVC Plant Site, the location and operation of a portable concrete plant, activities incident thereto, and temporary stockpile of raw materials. Notwithstanding any provision of this Agreement to the contrary, the concrete plant may not be operated on the Project Site until a site plan amendment has been approved or other necessary regulatory approval for such operation has been obtained. Subject to the provisions of this Agreement, Contractors may undertake their respective Permitted Uses from the date hereof until Date, and by said date shall have completed to the reasonable satisfaction of City all of the demobilization and site restoration activities provided for in this Agreement. 3. NPDES Permit. Before commencing the Permitted Uses, Contractors shall apply for and receive all necessary permits from the Iowa Department of Natural Resources, including but not limited to an NPDES general permit no. 2, with reasonable opportunity for review and comment by City. Said permit shall include installation of appropriate SWPPP features to control the quality and quantity of storm water runoff upon and from the Project Site. Page 516 of 638 4. Handling of Topsoil Native to Project Site. Before commencing the Permitted Use, Contractors shall strip and stockpile on the Project Site the topsoil from all portions of the Project Site upon which it or they will conduct the Permitted Uses. Upon completion of the Permitted Uses, CVC will redistribute the stockpiled topsoil across the portions of the Project Site from which the topsoil was taken and shall stabilize same to mitigate erosion.. 5. Restoration of CVC Plant Site. After removal of the concrete plant and all related equipment, waste, gravel and other materials, CVC shall deep rip the soil before topsoil is redistributed as provided in Section 4. 6. Stockpiles. CVC shall stabilize all stockpiles made by it to prevent unnecessary spread and erosion, including but not limited to the use of drainage pipes to allow for drainage from the stockpile site to the ditch of U.S. Highway 20 in approximately the same drainage course that exists before disturbance of the soil for Project purposes. Upon termination of this Agreement, and as compensation to City for the rights granted by this Agreement, Contractors will leave upon the Project Site any topsoil stockpiles that remain after redistribution of native topsoil as provided in Section 4. 7. Project Costs. Contractors shall bear all cost and expense of performance that in any way arises from or relates to this Agreement. In addition, Contractors will be responsible to reimburse L & H Farms, Ltd. or its tenant for any crop damage caused by the Project upon parcel 8813-09-176-008 or caused by enlargement of the Project Site beyond the intended boundaries. 8. Inspection. Contractors shall notify City after they have restored the Property to its original condition so that City may inspect the restoration work. City shall either advise Contractors of deficiencies in their restoration of the Property or shall approve and accept same. The parties acknowledge that the restoration of the Property by Contractors after completion of the Project is intended generally to restore the Property to its condition on the date hereof, not to other specifications elected by the City. 9. Insurance. Each Contractor shall, at its own expense, procure and maintain comprehensive public liability insurance in the amount of not less than $2,000,000 per occurrence. Such insurance shall cover liability assumed under an insured contract and liability arising from the acts or omissions of the insured Contractor, its officers, employees, contractors and agents, and shall protect the City, its officers, officials, employees, and agents, against any and all claims, damages, costs or expenses (including but not limited to reasonable attorneys' fees and expenses) arising from or in connection with injury or death to any person or persons, or loss of or damage to property, by reason of any casualty, accident or other occurrence on or about the Property during the term of this Agreement. Certificates or copies of said policies, naming the City as an additional insured, shall be delivered to City before Contractors, or their respective offices, employees, contractors or agents, enter upon the Property for any purpose. 10. Indemnification. Each Contractor agrees to be responsible for any liability which may arise out of its own acts or omissions and the acts or omission of its respective employees, agents and contractors, on or about the Property, including but not limited to liabilities relating to Hazardous Substances as defined in Section 11, and in said connection each Contractor agrees to indemnify and hold harmless City, its officials, officers, employees and agents, from and against 2 Page 517 of 638 any and all claims, demands, actions, causes of action, damages, losses, costs, fines, penalties, and liabilities of any type or nature whatsoever, including but not limited to reasonable attorneys' fees and including but not limited to those relating to Hazardous Substances, whether sounding in law or equity, in tort, contract or otherwise, arising out of said acts or omissions. The duties of Contractors under this Section shall survive the expiration or termination of this Agreement. 11. Hazardous Substances. This Agreement does not authorize Contractor, or their respective officers, employees, contractors or agents, to use, store or dispose of any Hazardous Substances on the Property, except as expressly provided herein, and any allowed use shall not be in violation of applicable law. "Hazardous Substance" means any hazardous, toxic, dangerous or extremely dangerous substance, material or waste, which is or becomes regulated by the United States government, the State of Iowa, or any local governmental entity, and shall include, without limitation, any flammables, explosives, radioactive materials, hazardous materials, hazardous waste, hazardous or toxic substances or related materials defined in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, the Hazardous Materials Transportation Act, as amended, the Resource Conservation Recovery Act, as amended, and/or the regulations promulgated pursuant thereto. If a Contractor breaches such obligation, or if contamination of the Property from Hazardous Substances is caused or contributed to by the acts or omissions of a Contractor, its officers, directors, employees, contractors or agents (a "Breaching Party") or otherwise occurs for which the Breaching Party is legally liable, then the Breaching Party shall indemnify, defend, and hold harmless the City as provided in Section 10 above. Without limiting the foregoing, if the presence of any Hazardous Substance caused or permitted by the Breaching Party results in any contamination of the Property, the Contractor shall promptly notify City of such contamination and shall, at its sole expense, take all actions as are necessary to return the contaminated area to the condition existing prior to the introduction of any such Hazardous Substance; provided that Contractor shall first obtain City's approval of any such action. The parties acknowledge Contractor, its employees, contractors and agents, will be using machinery to carry out the Project and said machinery necessarily requires for proper operation the use of substances defined as Hazardous Substances for purposes of this Agreement. The use of such substances for said purposes is permitted, provided that each Contractor observes the requirements of this Agreement in the event that any Hazardous Substance is spilled, discharged or otherwise released so as to cause contamination of the Property. This Section shall survive the termination or expiration of this Agreement. 12. Dispute Resolution. With respect to any court action to enforce or defend any claim, counterclaim, cause of action, or any matter arising from or in any way related to this Agreement, THE PARTIES HEREBY WAIVE THEIR RIGHTS TO A JURY TRIAL and agree to take any steps necessary to waive said rights. 13. General Terms. This Agreement is the entire agreement of the parties with respect to the subject matter hereof It may be modified or amended only by a written instrument signed by the parties. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. This Agreement may be executed in multiple counterparts, each of which, including signed counterparts transmitted by facsimile or 3 Page 518 of 638 other electronic means, shall be deemed an original and all of which together shall constitute one and the same instrument. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Right of Entry Agreement by their duly authorized representatives as of the date first written above. CITY OF WATERLOO, IOWA CEDAR VALLEY CORP., LLC este,_,L_ 1 By: Quentin Hart, Mayor Attest: Kelley Felchle, City Clerk 4 t By: Title: Page 519 of 638 Exhibit "A" O. L:\Wayne\CVC Plant Lease_2025.dwg 3/26/2025 11:14 AM 4342 Ansborough Ave Ansborough Ave ROW 4404 Ansborough Ave 4436 Ansborough Ave West 1/4 Sec 9, T88N-R13W CVC Batch Plant Site description The South 400 feet of the West 605 feet of the Northwest Quarter (NW 1/4) of Section 9, Township 88 North, Range 13 West, except the East 475 feet of the West 605 feet of the South 100 feet thereof, and also excepting the Ansborough Avenue Right -of -Way and The North 40 feet of the West 130 feet of the Southwest Quarter (SW 1/4) of Section 9, Township 88 North, Range 13 West, except the Ansborough Avenue Right -of -Way Containing 4.0 acres more or less z a) M 00 01) 67'± 7 73' CY) co O) _ ^U, VI W VJ 605' 538'± NW 1/4 Sec 9-88-13 CVC Plant Site 4.0 Acres ± co 60'± 57'± 0 0 475' South line NW 1/4 Sec 9-88-13 SW 1/4 Sec 9-88-13 Exception Area W 1- DATE: 3/26/2025 SHEET 1 OF 1 Page 520 of 638 CITY OF ATERLO 0 J�. COMMUNICATION TO THE WATERLOO CITY COUNCIL NAME AND DEPARTMENT Noel Anderson, Community Planning and Development Director Planning & Zoning Department MEETING DATE April 21, 2025 AGENDA ITEM TITLE Resolution approving the Comprehensive Safety Action Plan (CSAP) and committing to the goal of eliminating traffic deaths and serious injuries by 2040 on streets and highways within the Downtown Waterloo area, and authorize the Mayor and City Clerk to execute said document. RECOMMENDED COUNCIL ACTION Approval SUMMARY STATEMENT AND BACKGROUND INFORMATION The 2021 Bipartisan Infrastructure Law (BIL) brought a renewed focus on safety for all users of the transport; safety. As described by the FHWA, the SSA involves a paradigm shift to "improve safety culture, increase co save lives." Understanding this paradigm shift is the key to incorporating the SSA into local safety planning e Focusing on the Black Hawk County MPO's most concentrated area of pedestrian involved traffic incidents, I Plan. Contracting with Stanley Consulting to identify parameters and develop the plan, safety improvements utilization of established system -based planning methods, this plan offers recommendations for achieving Vi: improvements identified in the pan. Attached is the Final Plan without appendices (survey methodology and results). The full plan, including the my.sharepoint.com/personal/nfratzke_inrcog_org/_layouts/15/onedrive.aspx?id=%2Fpersonal%2Fnfratzke% 2FDocuments%2FAttachments&ct=1744322154039&or=Outlook%2DBody&cid=5624D496%2DCF83%2D4z NEIGHBORHOOD IMPACT The purpose of the plan is to eliminate traffic deaths and serious injuries by 2040 on streets and highways within the Downtown Waterloo area, which will have a positive impact on the Downtown neighborhood. DATA, ANALYSIS, AND STRATEGIES IMPLEMENTATION, ACCOUNTABILITY, AND COMMUNICATION COMMUNITY ENGAGEMENT METHODS Refer to Phase 3 under Section 2 of the agreement. Page 521 of 638 SOURCE OF EXPENDITURES N/A. There is no expense associated with adopting the plan. Implementation of the recommendations of the plan would require expenditures, but adoption of the plan does not commit the City to implement any improvements, and could assist the City in obtaining grants towards implementation of the recommendations. ALTERNATIVE ACTION LEGAL DESCRIPTION ATTACHMENTS 1. CSAP Final Report February 2025 2. Waterloo City Resolution - CSAP and Vision Zero 3. SS4A Council Meeting Presentation Page 522 of 638 INPCOC Iowa Northland Regional Council of Governments Safe Streets and Roads for All Downtown Comprehensive Safety Action Plan Waterloo, Iowa February 2025 CITY 4JJTERLO O Downtown Waterloo Comprehensive Safety Action Plan February 2025 Contents Introduction 6 Safe Streets and Roads for All and The Safe System Approach 6 Planning Structure 8 Evaluation of Crash Data 9 Overview Of Crash Data 9 Crash Analysis By Time Periods 11 Crash Analysis by Major Cause 15 Crash Analysis By Type 17 Crash Analysis By Lighting Conditions 20 Crash Analysis By Weather and road surface Conditions 21 Bicycle and Pedestrian Crash Analysis 24 Severe and Fatal Injury Crash Analysis 25 Weighted Crash Analysis 25 Equity Evaluation 27 Equity Analysis by Tract as Compared to the City of Waterloo 30 Public Participation 40 Overview 40 Survey Response Assessment 41 Location Information 49 Facebook Page Comments 50 Priority Improvement Locations Selection Process 52 Recommendations 56 Overall 56 East 1st Street (US-63 N) at Sycamore Street 57 Underpass 60 West 9th and 11th Streets at Washington Street (US-218) 63 East Mullan Avenue (US-63) at Lafayette Street 67 One -Way Cluster 69 Martin Luther King Jr. Drive / East 5th Street and Walnut Street 72 Activity Center 74 Progress and Transparency 78 Waterloo, Iowa Page > 1 Page 524 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figures Figure 1: Map of All Crashes from 2019 through 2023 within the Project Area 9 Figure 2: Map of Fatal and Serious Injury Crashes from 2019 through 2023 within the Project Area 10 Figure 3: Map of Pedestrian / Bicyclist Involved Crashes from 2019 through 2023 Within the Project Area 11 Figure 4: Total Crashes by Year (2019 — 2023) 12 Figure 5: Total Crashes by Month (2019 — 2023) 12 Figure 6: Total Crashes Within the Project Area by Day of Week (2019 — 2023) 13 Figure 7: Total Crashes within Project Area by Time of Day (2019 — 2023) 14 Figure 8: Fatal and Serious Injury Crashes within the Project Area by Time of Day (2019 — 2023) 14 Figure 9: Total Crashes within the Project Area by Major Cause (2019 — 2023) 16 Figure 10: Fatal and Serious Injury Crashes within the Project Area by Major Cause (2019 — 2023) 17 Figure 11: Total Crashes within the Project Area by Type of Crash (2019 — 2023) 18 Figure 12: Fatal and Serious Injury Crashes within the Project Area by Type of Crash (2019 — 2023) 19 Figure 13: Broadside Crashes within the Project Area by Major Cause of Crash (2019 — 2023)20 Figure 14: Total Crashes within the Project Area by Lighting Conditions (2019 — 2023) 21 Figure 15: Fatal and Serious Injury Crashes within the Project Area by Lighting Conditions (2019 — 2023) 21 Figure 16: Total Crashes within the Project Area by Weather Condition (2019 — 2023) 22 Figure 17: Total Crashes within the Project Area by Road Surface Condition (2019 — 2023) 22 Figure 18: Fatal and Serious Injury Crashes within the Project Area by Weather Condition (2019 — 2023) 23 Figure 19: Fatal and Serious Injury Crashes within the Project Area by Road Surface Condition (2019 — 2023) 23 Figure 20: Pedestrian and Bicycle Crashes within the Project Area — Mapped (2019 — 2023)25 Figure 21: Weighted Crash Heat Map 26 Figure 22: City of Waterloo Burder Evaluation 27 Figure 23: Waterloo Census Tracts 28 Figure 24: Waterloo Census Tract Disadvantages 29 Figure 25: Waterloo Census Tract Transportation Insecurities: Access and Cost 29 Figure 26: Waterloo Census Tract Transportation Insecurities: Safety 30 Figure 27: City of Waterloo Overall Disadvantage Component Scores — Percentile Rank 31 Waterloo, Iowa Page) 2 Page 525 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 28: City of Waterloo Transportation Insecurity — Percentile Rank 31 Figure 29: Census Tract 100 33 Figure 30: Census Tract 100 Overall Disadvantage Component Scores and Transportation Insecurity 33 Figure 31: Census Tract 200 34 Figure 32: Census Tract 200 Overall Disadvantage Component Scores and Transportation Insecurity 34 Figure 33: Census Tract 300 35 Figure 34: Census Tract 300 Overall Disadvantage Component Scores and Transportation Insecurity 35 Figure 35: Census Tract 400 36 Figure 36: Census Tract 400 Overall Disadvantage Component Scores and Transportation Insecurity 36 Figure 37: Census Tract 700 37 Figure 38: Census Tract 700 Overall Disadvantage Component Scores and Transportation Insecurity 37 Figure 39: Census Tract 800 38 Figure 40: Census Tract 800 Overall Disadvantage Component Scores and Transportation Insecurity 38 Figure 41: Census Tract 900 39 Figure 42: Census Tract 900 Overall Disadvantage Component Scores and Transportation Insecurity 39 Figure 43: Survey Responses by Language 41 Figure 44: Percent of Respondents by How Safe They Feel Traveling in Downtown Waterloo 42 Figure 45: Percent of Respondents by How Safe They Feel Traveling in Downtown Waterloo — Categorized by Language of Response 43 Figure 46: Survey Responses About Travel Modes by Language 44 Figure 47: Traffic Safety Concerns at the Community Meeting 44 Figure 48: Traffic Safety Concerns from All Respondents 45 Figure 49: Traffic Safety Concerns by Survey Respondents by Language 46 Figure 50: Traffic Safety Ideas by All Respondents 47 Figure 51: Traffic Safety Improvement Ideas at the Community Meeting 47 Figure 52: Traffic Safety Ideas by Survey Respondents by Language 48 Figure 53: Traffic Safety Improvement Ideas at the Community Meeting 49 Figure 54: Heat Map of Where Waterloo Residents Feel Most Unsafe 50 Figure 55: Survey Results Heat Map (Left) and Crash Analysis Heat Map (Right) 52 Waterloo, Iowa Page > 3 Page 526 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 56: Heat Map of Preliminary Priority Locations 54 Figure 57: Heat Map of Finalized Priority Locations 55 Attachments Attachment A: East 1st Street and Sycamore Street Concept Plan Attachment B: US-218 Underpass Concept Plan Attachment C: West 9th Street at Washington Street (US-218) and West 11th Street at Washington Street (US-218) Concept Plan Attachment D: Implementation Matrix Appendices Appendix A: Steering Committee and Council Meeting Presentations Appendix B: Public Involvement Process Disclaimer: Information contained in this document is for planning purposes and should not be used for final design of any project. All results, recommendations, concept drawings, cost opinions, and commentary contained herein are based on limited data and information and on existing conditions that are subject to change. Further analysis and engineering design are necessary prior to implementing any of the recommendations contained herein. Geographic and mapping information presented in this document is for informational purposes only, and is not suitable for legal, engineering, or surveying purposes. Data products presented herein are based on information collected at the time of preparation. Stanley Consultants, Inc. makes no warranties, expressed or implied, concerning the accuracy, completeness, or suitability of the underlying source data used in this analysis, or recommendations and conclusions derived therefrom. Federal law 23 United States Code Section 409 governs use of the data in this report. Under this law, data maintained for purposes of evaluating potential highway safety enhancements "...shall not be subject to discovery or admitted into evidence in a federal or state court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data." If you should attempt to use the information in this report in an action for damages against City, the State of Iowa, or any other jurisdiction involved in the locations mentioned in the data, these entities expressly reserve the right, under Section 409, to object to the use of the data, including any opinions drawn from the data. Waterloo, Iowa Page) 4 Page 527 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 COUNCIL RESOLUTION PLACEHOLDER Waterloo, Iowa Page) 5 Page 528 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Introduction SAFE STREETS AND ROADS FOR ALL AND THE SAFE SYSTEM APPROACH The 2021 Bipartisan Infrastructure Law (BIL) brought a renewed focus on safety for all users of the transportation system. As part of the USDOT's National Roadway Safety Strategy released in January 2022, the Safe System Approach (SSA) was adopted as a guiding principle to advance roadway safety. As described by the FHWA, the SSA involves a paradigm shift to "improve safety culture, increase collaboration across all safety stakeholders, and refocus transportation system design and operation on anticipating human mistakes and lessening impact forces to reduce crash severity and save lives." Understanding this paradigm shift is the key to incorporating the SSA into local safety planning efforts. Implementing this approach requires a deliberate change from the traditional ways we think about measuring and improving safety — moving from a reactive approach to a proactive one; focusing on countermeasures that reduce deaths and serious i njuries; and using design interventions to reduce vehicle speeds rather than relying solely on education Source: FHWA and enforcement to encourage people to deliberately slow down. The paradigm shift illustration on this page shows the differences between the traditional and Safe System approaches. One of the signature new grant programs contained in the BIL is the Safe Streets and Roads for All (SS4A) program, which is providing $5 Billion in grant funds over five years for local agencies to conduct local road planning processes using the Safe System Approach. The Iowa Northland Regional Council of Governments (INRCOG) applied for and received a planning grant through the SS4A program to create a local road safety plan for the Downtown Waterloo area. INRCOG serves as the umbrella agency for the Black Hawk County Metropolitan Planning Organization. PARADIGM SHIFT Traditional approach Prevent crashes Improve human behavior Control speeding Safe System approach Prevent death and serious injuries Design for human mistakesllimitations Reduce system kinetic energy Individuals are responsible Share responsibility React based on crash history Proactively identify and address risks Waterloo, Iowa Page) 6 Page 529 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 The Safe System Approach aligns closely with Vision Zero efforts using the following principles: Death and Serious Injuries are Unacceptable People should be able to use the roads without fear of being injured or killed. Humans Make Mistakes People make mistakes that sometimes lead to crashes, but the roadway system and vehicles can be designed and operated so that crashes do not result in deaths or serious injuries. Humans are Vulnerable A human body has limits to how much energy and force it can withstand before it is injured. The roadway system should be human -centric and accommodate these limits. Source: FHWA. Responsibility is Shared Everyone involved in the transportation system has a part in making the system safe. The people who design, build, and maintain roads; everyone who travels on them; the people who design and build vehicles, bicycles and other devices that are used to navigate them; the people who make and enforce safety laws; and the people who respond to crashes when they occur; all have a role to play in the safety of the whole system. Safety is Proactive We need to identify the conditions that make crashes more likely to occur, and work towards preventing them before they happen. Redundancy is Crucial A safe transportation system requires the use of multiple safety features so that if one part of the system fails, the other parts still protect people. For more information: Vision Zero and the Safe System Approach: https://highways.dot.gov/safety/zero-deaths Waterloo, Iowa Page) 7 Page 530 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 PLANNING STRUCTURE A Steering Committee was established by INRCOG to oversee the safety planning process. This committee consisted of representatives from INRCOG, the City of Waterloo, Main Street Waterloo, Waterloo Complete Streets, Cedar Valley Bicycle Collective, the Waterloo Police Department, and the Black Hawk County Public Health Department. Members included: Aldina Dautovic - INRCOG Bethany Fratzke — Black Hawk County John Dornoff — City of Waterloo Mohammad Elahi — City of Waterloo Aric Schroeder — City of Waterloo Tara Thomas-Gettman — City of Waterloo Kyle Durant - INRCOG Nick Fratzke - INRCOG Jessica Rucker — Main Street Waterloo Kathryn Gilbery — Black Hawk County Public Health/Cedar Valley Bicycle Collective Curtis Young — Cedar Valley Bicycle Collective Brock Weliver — City of Waterloo Robert Duncan — Waterloo Police Meetings were held with the full Steering Committee on May 23rd and October 30t1, 2024. The project team also presented to the City of Waterloo City Council on December 16, 2024. The purpose of the meeting was to present the findings of the Comprehensive Safety Action Plan and solicit feedback. Meeting presentations are included in Appendix A. Waterloo, Iowa Page) 8 Page 531 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Evaluation of Crash Data OVERVIEW OF CRASH DATA Five-year crash data was analyzed as part of this project. There were 951 total crashes within the project area that occurred from January 1, 2019, through December 31, 2023. Figure 1 shows the locations of all reported crashes within the analysis period. Of the 951 total crashes, two crashes resulted in fatalities, and fourteen in serious injuries which are shown in Figure 2. Fifteen crashes involved a pedestrian of which one resulted in a fatality and three resulted in a serious injury. Twenty-one crashes that occurred involved a bicyclist of which one resulted in a fatality. A map of the crash locations involving a pedestrian or bicyclist can be seen in Figure 3. Figure 1: Map of All Crashes from 2019 through 2023 within the Project Area • SAP yf Cedar River o o•) m0 ED o mm no� QS)©O ca 9 0 `)Pank9n Gatearyy0 CD o CD 0 0 0 (�5 f• ) • *MOP rir g oo • © 00 O C CI CC. ft o `4'000 0 0 0 0 Cedar Rrver 0 t000 a o ao g 4, 0 8 g ou tit• 00 E§ t!, 0 0 8 0g o40)p 0° • 8 0 • •• ••) • Bier oco Q 0 Cobol 0 Oq 0 0 0 8 0 1^, N J O V �O Do 0 •a1 • • CSC CD 0 o CD Oe �01 • • Riverview Crash Severity + Fatal Crash O Suspected Serious Injury Crash Q Suspected Minor Injury Crash O Possible/Unknown Injury Crash O Property Damage Only Waterloo, Iowa Page) 9 Page 532 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 2: Map of Fatal and Serious Injury Crashes from 2019 through 2023 within the Project Area a59 fr Cedar River any ueflnyy 3 Walnut S[ 0 m Franklin Gateway Ceda r River any ved M • Waterloo Sot*St Jefferfen St L Bluff St 411 O IS rn Riverview Crash Severity + Fatal Crash O Suspected Serious Injury Crash Waterloo, Iowa Page) 10 Page 533 of 638 Crash Severity - Fatal Crash, Ped • Fatal Crash Brice ® Suspected Serqus Injury Crash, Ped A Suspected Minor Injury 1-1 Crash, Fed CRASH ANALYSIS BY TIME PERIODS Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 3: Map of Pedestrian / Bicyclist Involved Crashes from 2019 through 2023 Within the Project Area Legend OSuspected Minor Injury Crash, Bike - Possible/Unknown Injury Crash, Ped • Poss.b a/Unknown Injury Crash, Brice Az Property Damage only, Bike Total crashes by year reveals a drop in crashes during the pandemic year of 2020, with crashes rising above pre -pandemic levels in 2021. The drop in crashes from 2021 through 2023 may be due to road and bridge closures in the area. Crashes are fairly evenly distributed throughout the year, with the highest number occurring in January, which may be expected due to winter weather events. Similarly, crashes are fairly evenly distributed throughout the week, with the lowest number of crashes occurring on Sundays, which is common in areas of high business concentration. The total number of crashes within the study area by year, month, and day of week can be seen in Figure 4, Figure 5, and Figure 6, respectively. Waterloo, Iowa Page) 11 Page 534 of 638 Figure 4: Total Crashes by Year (2019 — 2023) Crashes Per Year 2019 2020 Figure 5: Total Crashes by Month (2019 — 2023) Crashes by Month 100 QT .00 a5 69 80 Downtown Waterloo Comprehensive Safety Action Plan February 2025 213 2021 .36 2022 73 7 69 0 2023 84 86 80 i y'ti 1 log' 'oo 0 of 'o�` ,c$c .64e Waterloo, Iowa Page) 12 Page 535 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 6: Total Crashes Within the Project Area by Day of Week (2019 — 2023) Crashes by Day of Week 137 141 130 151 Sunday Monday Tuesday Wednesday Thursday Friday Saturday When analyzed by time of day, crash distribution is unusual in that it shows a peak between 2:00 pm and 6:00 pm, however when only fatal and serious injury crashes are considered the pattern becomes more regular with peaks in the morning between 8:00 am and 10:00 am, and in the afternoon between 4:00 pm and 6:00 pm. Total crashes within the project area by time of day and fatal and serious injury crashes within the project area by time of day can be seen in Figure 7 and Figure 8, respectively. Waterloo, Iowa Page) 13 Page 536 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 7: Total Crashes within Project Area by Time of Day (2019 — 2023) Crashes by Time of Day 155 15L 150 � 100 91 50 29 0 2C 24 58 'IX 12E 87 L4 57 12-2 2-4 AM 4-6 AM 6-3 AM 8-10 14 AM - 12-2 PM 2-4 PM 4-6 PM 6-8 PM 8-10 PM 10 PM - AM AM 12 PM 12 AM Figure 8: Fatal and Serious Injury Crashes within the Project Area by Time of Day (2019 — 2023) Time of Day (Fatal and Serious Injury) 5 4 1 0 2 1 3 3 12-2 AM 8-10 AM 1 4 1 2 1 4-6 PM 6-8 PM 10 PM - 12 AM Waterloo, Iowa Page) 14 Page 537 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 CRASH ANALYSIS BY MAJOR CAUSE "Ran Traffic Signal" is the most common major cause of crashes in the project area, however, together crashes coded as "Unknown" and "Other" are a considerable portion of crashes. Crashes at stop -controlled intersections ("Failure to Yield Right -of -Way from Stop Sign" and "Ran Stop Sign") together make up the third most common major cause of crashes in the project area. "Ran Traffic Signal" is also the most common major cause of fatal and serious injury crashes, followed by "Exceeded Authorized Speed". Two crashes in this category were reported as having no improper action, however the crash report narratives revealed that in one case, a bicyclist riding on the sidewalk entered the intersection while the pedestrian signal was red, and in the other case, a pedestrian walked in front of the vehicle from between two stopped trucks and was not in a crosswalk. Major cause of crash for all crashes within the project area and for fatal and serious injury crashes within the project area can be seen in Figure 9 and Figure 10, respectively. Waterloo, Iowa Page) 15 Page 538 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 9: Total Crashes within the Project Area by Major Cause (2019 - 2023) 160 147 140 120 100 Major Cause of Crash 100I 88 80 71 61 60 54 51 43 42 39 40 35 31 29 23 20 0teooIIiiiiiiI.II, \po o� ire C\ C2 \° �� ��O ` �J ,`t to •\. �, ck(``" ��c O �,`.. y,c, ,o° 0Qet era eta \e` �`°� any` C. \``e eta J c ea �Qt \ao t°Q ���O \°' `\ot dot �e�o a� fit° �a � i • o \t�Q ,...c‘ �e � y\ • °\ a to ° t\C` sta \e J�O F �a otet \4O� 'r• e ,.o° ate t ret JQ O t\ao •`�c °Q O ° '\ tt c O e \4Qt• 4'b. c,`\ O\y •\e c, Jet to Ot\ a� \t` \e r e J to Qe O Waterloo, Iowa Page) 16 Page 539 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 10: Fatal and Serious Injury Crashes within the Project Area by Major Cause (2019 — 2023) 4 3 Major Cause of Crash (Fatal and Serious I njury) 3 2 2 2 'IIlllllellll 0t \�•t�a\ St,eed c°�` 'CO d de�� ����` �t`a� 0� �a �o�ed ���`�`� s��� o�� aOc s t\tied o�et a °t a\sti d t\e\\e`� edeS e����e obs\t c°ad " StioQ ���� �a��t a��r° `��t ��et� arar �a�\� �° eSS'� `s�°r �` ° �a e°. et \�o o�ret ` \�� °� �O� �y�O' . Gate\ ret e a O�°e Oar• or -ta\\ 0 F to ck pti �tac�` �°�. sS�e O • Jet �\ et O\Sttac a� tece �e Jer` to OCe CRASH ANALYSIS BY TYPE The most common crash type in the project area was broadside crashes (38%). Rear -end (19%), same -direction sideswipe crashes (18%) and non -collision crashes (14%) make up the next three most common crash types. Non -collision crashes were the most common crash type to cause fatal or serious injures, however all pedestrian- and bicyclist -involved crashes are coded as non -collision crashes, and account for both of the fatal crashes and three of the serious injury crashes. When these crashes are removed from the data, broadside and single - vehicle crashes account for the majority (8 out of 11) of serious injury crashes. Unsurprisingly, the majority of broadside crashes were caused by running a traffic signal (131 out of 357) with an additional 124 out of 357 caused by failure to yield at or running a stop sign. Crash type for all crashes within the project area, crash type for fatal and serious injury crashes within the project area, and major cause of crash for broadside crashes within the project area can be seen in Figure 11, Figure 12, and Figure 13, respectively. Waterloo, Iowa Page) 17 Page 540 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 11: Total Crashes within the Project Area by Type of Crash (2019 — 2023) Major Cause of Crash ■ Ran traffic signal • Unknown . Other FTYROW: From stop sign • Ran stop sign ■ Followed too close • Made improper turn ■ Improper or erratic lane changing • Other: No improper action ■ FTYROW: Making left turn • Lost control ■ Driver Distraction: Other interior distraction ■ Driving too fast for conditions ■ Operating vehicle in an reckless/erratic/careless/negligent manner Waterloo, Iowa Page) 18 Page 541 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 12: Fatal and Serious Injury Crashes within the Project Area by Type of Crash (2019 — 2023) 8 7 5 4 3 2 1 0 Crash Type (Fatal and Serious Injury) 7 4 2 1 1 1 ■ ■ ■ Non -collision Angle Broadside Non -collision Other Rear -end (single (oncoming (front to side) (single (front to rear) vehicle) left turn) vehicle) Waterloo, Iowa Page) 19 Page 542 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 13: Broadside Crashes within the Project Area by Major Cause of Crash (2019 — 2023) Broadside Crashes by Major Cause ■ Ran traffic signal • FTYROW: From stop sign • Ran stop sign Unknown • Other ■ FTYROW: From driveway ■ Driver Distraction: Other interior distraction • FTYROW: From yield sign ■ FTYROW: Making left turn • Lost control ■ Made improper turn II Other: No improper action • FTYROW: Making right turn on red signal ■ Traveling wrong way or on wrong side of road CRASH ANALYSIS BY LIGHTING CONDITIONS The majority of total crashes occurred during daylight conditions. Most fatal and serious injury crashes occurred during daylight conditions but one of the two fatal crashes occurred during twilight and the other during daylight conditions. Total crashes by lighting conditions and fatal and serious injury crashes by lighting conditions can be seen in Figure 14 and Figure 15, respectively. Waterloo, Iowa Page) 20 Page 543 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 14: Total Crashes within the Project Area by Lighting Conditions (2019 - 2023) 705 229 15 1 Daylight darkness Evening Twilight (dusk Morning Twilight 30 minutes before (dawn 30 minutes sunset) after sunrise) Figure 15: Fatal and Serious Injury Crashes within the Project Area by Lighting Conditions (2019 — 2023) 11 Daylight 4 Darkness Evening Twilight (dusk 3U minutes before sunset) CRASH ANALYSIS BY WEATHER AND ROAD SURFACE CONDITIONS Based on questions asked during the initial Steering Committee Meeting, additional crash analysis was performed regarding weather conditions. The majority of crashes occurred during clear weather (70%) with an additional 19% occurring during cloudy conditions. Similarly, the majority of crashes occurred on dry pavement (77%), with 22% (wet 11 %, snow 6%, ice/frost 4% and slush 1 %) occurring when the pavement was not dry. Likewise, the 14 of 16 fatal and serious injury crashes occurred during clear weather, and 77% on dry pavement. Total crashes by weather condition, total crashes by road surface conditions, fatal and serious crashes by weather condition, and fatal and serious crashes by road surface conditions can be seen in Figure 16, Figure 17, Figure 18, and Figure 19, respectively. Waterloo, Iowa Page) 21 Page 544 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 16: Total Crashes within the Project Area by Weather Condition (2019 — 2023) Crashes by Weather Condition sE 606 406 206 6 Clear '34 L3 35 5 3 Cloudy Rain Snow Freezing Unknown Blowing Fog, smoke. Sleet, hail Nat reported rain drizzle snow smog Figure 17: Total Crashes within the Project Area by Road Surface Condition (2019 — 2023) Crashes by Road Surface Condition • Dry • Wet is Snow Ice/frost • Slush • Unknown • Gravel • Not reported Waterloo, Iowa Page) 22 Page 545 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 18: Fatal and Serious Injury Crashes within the Project Area by Weather Condition (2019 - 2023) 16 14 12 10 4 2 0 Weather Conditions (Fatal and Serious Injury) 14 CI ear Cloudy Rain Figure 19: Fatal and Serious Injury Crashes within the Project Area by Road Surface Condition (2019 — 2023) Road Surface Condition (Fatal and Serious Injury) ■ Dry ■ Wet • Ice/frost Waterloo, Iowa Page > 23 Page 546 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 BICYCLE AND PEDESTRIAN CRASH ANALYSIS There were 36 total crashes involving either a bicyclist or pedestrian in the project area that occurred from January 1, 2019 through December 31, 2023 including one fatal bicycle crash, one fatal pedestrian crash, and three pedestrians who were seriously injured. Figure 20 shows a map of the pedestrian and bicycle involved crashed within the project area. Crash data retrieved from the Iowa Crash Analysis Tool was missing non -motorist fields for the years 2019, 2020, and 2023. Redacted police report narratives were obtained for all pedestrian and bicycle -related crashes. Report narratives for were read and analyzed for coding discrepancies and to determine the crash type. Crash types from the Pedestrian and Bicyclist Crash Analysis Tool (PBCAT) were used to gain insight into the crashes. Notable results from the analysis include the following: » » » » » 71 % (15/21) of bicycle crashes occurred when the bicyclist was riding on the sidewalk 52% (11/21) of bicycle crashes occurred when the bicyclist was riding against traffic 48% (10/21) of bicycle crashes occurred when the bicyclist was riding both against traffic and on the sidewalk 29% (6/21) of bicycle crashes occurred where the bicyclist was in a marked crosswalk. 40% (6/15) of pedestrian crashes occurred where the pedestrian was in a marked crosswalk, all of which were by left -turning vehicles. 33% (12/36) of all bicycle and pedestrian crashes occurred in marked crosswalks. Waterloo, Iowa Page) 24 Page 547 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 20: Pedestrian and Bicycle Crashes within the Project Area — Mapped (2019 — 2023) Legend Crash Severity - Fatal Crash, Ped • Fatal Crash Bike Suspected Serious Injury Crash, Ped • Suspected Minor Injury Crash, Ped SEVERE AND FATAL INJURY CRASH ANALYSIS O Suspected Minor Injury Crash, Bike • InPojury ssyble/CrUnknownash, Ped •Possible/Unknown Injury Crash, Bike OProperty Damage Only, Bike There were 16 total fatal and severe crashes between 2019 and 2023 in the project area (see Figure 2). Of the two fatal crashes, one was of a bicycle rider, and one of a pedestrian. Redacted police report narratives were obtained for all fatal and serious injury crashes. Report narratives for were read and analyzed for coding discrepancies and to integrate data from bicycle and pedestrian fatal and serious injury crashes. The main crash type was Single Vehicle with 9 crashes, however 4 of these were with a non -motorist, and there were no other correlated factors. 44% (7/16) of fatal and serious injury crashes occurred at signalized intersections, however this is likely an artifact of exposure due to greater traffic volumes at signalized intersections. WEIGHTED CRASH ANALYSIS Consistent with the Safe System Approach, crash mitigation efforts should focus on fatal and serious injury crashes. With only 16 crashes in these categories, however, patterns and hot - spots cannot be determined with any degree of confidence. Including all crashes in the high - injury visualization, however, would risk overemphasizing locations with a high number of minor injury and property damage only crashes. In order to mitigate this concern, a heat map of Waterloo, Iowa Page) 25 Page 548 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 crashes was created using a weighted system, assigning fatal crashes a weight of 10, serious injury crashes a weight of 6, minor injury crashes a weight of 2, and possible injury crashes a weight of 1. The resulting heat map is shown in Figure 21. Figure 21: Weighted Crash Heat Map ea worst comm. LcA' Leland Ave 4,1 rlity tetand A. W Stn St Harmon St sairon St W 4: ' Ar� >, A T so W LNU — AlmptdSt • s 4+i �� �`r rJ for 14' ,. �9ro'r r .�d q�r„ r DOE ' S _ Pierce St Lime St r i NKLiN (EW „lbr 't *It Z Shaheen Ave '11errrman St L'ouglar St Vine St OI Glenwood St N qr Smith St zfr Independent• Ave CEDAR RIVER Courtland c N E `tip J8 r �`r F 4 ro tie • CC CC Franklin St Waterloo, Iowa Page) 26 Page 549 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Equity Evaluation Consistent with the Safe System Approach, an equity analysis was performed using the USDOT Equitable Transportation Community (ETC) Explorer. The ETC Explorer is an interactive web tool that uses 2020 census data to explore the cumulative burden communities experience as a result of transportation underinvestment. The data includes the following five components: Climate and Disaster Risk Burden, Environmental Burden, Health Vulnerability, Social Vulnerability, and Transportation Insecurity. Each of these components is comprised of subcomponents and indicators, with Transportation Insecurity subcomponents including measures of transportation access, transportation cost and transportation safety. Relative disadvantage is expressed as a percentile rank compared to the State of Iowa. A percentile rank of 65 or above is considered disadvantaged. Figure 22 shows that the City of Waterloo is disadvantaged only in the environmental burden component. Figure 22: City of Waterloo Burder Evaluation Transportation Insecurity Sub -Components Components Tract Climate Env Health Social Trans T. Access T. Cost T. Safety Waterloo N Y N N N N N N The project area includes portions of seven different census tracts within the City of Waterloo: 100, 200, 300, 400, 700, 800, and 900. The census tracts are shown in Component percentiles and Transportation Insecurity subcomponent percentiles (as compared to the entire state) for each census tract within the project area were compared to each other, and to Waterloo as a whole. Waterloo, Iowa Page) 27 Page 550 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 23: Waterloo Census Tracts • 400 300 I � w 31-a St I i Qyr 5, .;J WE CENT RIDGEWAY TOWERS Stanley Consultants I` E • iao ♦ 200 E Ridgeway rA PARK HA so' Adams St • • • 700 • Newell St ARMOU _ _♦-1 \ ♦• ♦ B00 • 900 EVANSDALE n to to fi ELK RL HEIGH1S, fovea DNR, 0o 1omTom Gamin, Sa0eGraph, GeoTechraologles, Inc, METI/NASA, USGS, EPA, NPS, Y USDA, USFWS Legend Ip Project Boundary = ; Census Tracts e Project Census Tracts Waterloo, Iowa Page) 28 Page 551 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 The seven census tracts of interest are largely similar to each other in measures of disadvantages but show a pattern of considerably greater disadvantage than Waterloo as a whole. All seven are considered disadvantaged in both Environmental Burden and Social Vulnerability. Five out of seven are disadvantaged in Climate and Disaster Risk Burden. Three of the seven are disadvantaged in Health Vulnerability and similar numbers are seen for Transportation Insecurity. Further details on census tracts disadvantages are shown in Figure 24. Figure 24: Waterloo Census Tract Disadvantages Transportation Insecurity Sub -Components Components Tract Climate Env Health Social Trans T. Access T. Cost T. Safety Waterloo 100 200 300 400 700 800 900 N Y N N N N N N Y Y Y Y Y Y Y N Y N Y Y Y Y Y Y Y N Y N Y Y Y Y N N Y N Y Y N Y N Y N Taking a deeper look into the Transportation Insecurity Sub -Components, we see that no census tracts in the project area are considered Transportation Access disadvantaged, while all are considered disadvantaged in Transportation Cost. The differences of the two are highlighted in Figure 25. It is worth noting, however, that while the federal data does not indicate that the tracts are disadvantaged in Transportation Access, public health representatives on the TAC reported that many clients indicate that access to transportation is a barrier to accessing healthcare. Figure 25: Waterloo Census Tract Transportation Insecurities: Access and Cost Transportation Insecurity Sub -Components Components Tract Climate Env Health Social Trans T. Access T. Cost T. Safety Waterloo 100 200 300 400 700 800 900 N Y N N N N N N Y Y Y Y Y N Y Y Y N Y N N Y Y Y Y Y Y N Y Y Y N Y N N Y Y Y Y Y N N Y N Y N Y Y N Y N Y N Y N N Y Waterloo, Iowa Page > 29 Page 552 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 The Transportation Safety sub -component is based off a single indicator: traffic fatalities per 100,000 people. As such, the measure doesn't paint a very robust picture of traffic safety in general and is unreliable at the tract level where a single fatality can raise the percentile rank significantly, making a formerly "safe" tract rise to the level of disadvantage. This is reflected in Figure 26, where no clear pattern emerges for this sub -component. Figure 26: Waterloo Census Tract Transportation Insecurities: Safety Transportation Insecurity Sub -Components Components Tract Climate Env Health Social Trans T. Access T. Cost T. Safety Waterloo 100 200 300 400 700 800 900 N Y N N N N N N Y Y Y Y Y N Y Y Y Y N Y N N Y N Y Y Y Y Y N Y Y Y Y N Y N N Y N Y Y Y Y N N Y N N Y N Y Y N Y Y N Y N Y N N Y N The pattern of relative disadvantage represented in the seven census tracts that intersect with the project area — both compared to the state, as well as compared to the City of Waterloo — indicate that the project area was well chosen to address issues of transportation and general inequality. There is not enough distinction between the tracts, however, to indicate that improvements should be prioritized within the project area according to relative disadvantage. EQUITY ANALYSIS BY TRACT AS COMPARED TO THE CITY OF WATERLOO City of Waterloo As noted above, the City of Waterloo, as a whole, is considered disadvantaged only on the measure of Environmental Burden, with a percentile rank of 73. Other component scores are Climate and Disaster Risk at the 64th percentile, Social Vulnerability at the 63rd percentile, Health Vulnerability at the 61 st percentile, and Transportation Insecurity at the 50th percentile. The disadvantage component scores for the City of Waterloo are shown in Figure 27. Waterloo, Iowa Page > 30 Page 553 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 27: City of Waterloo Overall Disadvantage Component Scores — Percentile Rank 2. 0 u Climate & Disaster Risk Burden Environmental Burden Health VulnerabiLn- Social Vulnerability Transportation Insecurity Overall Disadvantage Component Scores - Percentile Ranked 0% 2C- 40% 60% 61 6 % Relatively Low <-----> Relatively High Disadvantaged 8C. 100% The highest percentile rank of the Transportation Insecurity sub -components is Transportation Cost Burden at the 64th percentile, followed by Transportation Access at the 47th percentile, and Traffic Safety at the 41 st percentile. The transportation insecurity percentile rankings for the City of Waterloo can be seen in Figure 28. Figure 28: City of Waterloo Transportation Insecurity— Percentile Rank Transportation Access 8 ; Transportation Cost Burden v c Traffic Safety Transportation Insecurity - Percentile Rank 41% 0% 20% 40% Relatively Low < > Relatively High Climate & Disaster Environmental Health Vulnerability Social Vulnerability Transportation Insecurity Disadvantaged 80% 100% The seven census tracks located within the project area were analyzed. The analysis included the following: Percentage of the project area included within the census tract Percentage of project area road -miles included within the census tract Percentage of total project crashes that occurred within the census tract Total number of fatal and serious injury crashes that occurred within the census tract Percentage of total project fatal and serious injury crashes that occurred within the census tract Waterloo, Iowa Page) 31 Page 554 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 A summary of each census tract analysis is shown below. Additionally, location maps and USDOT information graphics for each census tract are shown below in Figures 29 — 42. Waterloo, Iowa Page) 32 Page 555 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 100 Figure 29: Census Tract 100 49% of project area 50% of project road -miles 52% of total crashes 1 fatal crash (bicycle rider) 10 serious injury crashes 69% of fatal & serious injury crashes Figure 30: Census Tract 100 Overall Disadvantage Component Scores and Transportation Insecurity Dxnsuer Reds &xdw. Gvironmahrel Roden Fkrolth yt,Inerp411rty Social Volnerpbd.ty . Tran!pwwruvn Insecurny - Overall Disadvantage Component Scores - Percentile Ranked °=sadvaptagad TrancporLeinn Aro.0 - T' r•o porea:lcn Coal Eked cm Uailm 5afey Rola[ivofy tow .4 • alwely High Transportation Insecurity - Percentile Rank Disadvantaged 97 A% 21% 864E Sat 163.E Relativaly Lowe s Rvl[ivOFy High Waterloo, Iowa Page) 33 Page 556 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 200 Figure 31: Census Tract 200 10% of project area 11 % of project road -miles 18% of total crashes 0 fatal crashes 1 serious injury crash 6% of fatal & serious injury crashes Figure 32: Census Tract 200 Overall Disadvantage Component Scores and Transportation Insecurity c c a E 0 U Climate & Disaster Risk Burden Environmental Burden - Health Vulnerability _. Social Vulnerability - Transportation Insecurity _ Transportation Access - O .41 Transportation Cost Burden C Traffic Safety Overall Disadvantage Component Scores - Percentile Ranked Disadvantaged 93% 9C» 43% 0% 20% 40% Relatively Low < > Relatively High Transportation Insecurity - Percentile Rank 38'_ 0% 54% Disadvantaged i 20% 40% 60% B0% 1CC Relatively Low < > Relatively High Waterloo, Iowa Page) 34 Page 557 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 300 Figure 33: Census Tract 300 7% of project area 7% of project road -miles 4% of total crashes 1 fatal crash (pedestrian) 0 serious injury crashes 6% of fatal & serious injury crashes Figure 34: Census Tract 300 Overall Disadvantage Component Scores and Transportation Insecurity co a E 0 V Climate & Disaster Risk Burden Environmental Burden Health Vulnerability Social Vulnerability Transportation Insecurity Overall Disadvantage Component Scores - Percentile Ranked Disadvantaged 1179% 94% 97 9% 87% 0% 20% 40% 60% 80°_ 100'- Relatively Low < > Relatively High ::nsportatron Access O 3 Transportation Cost Burden 0 Traffic Safety Transportation Insecurity - Percentile Rank Disadvantaged 0% 20% - 80% 100?: Relatively Low < > Relatively High Waterloo, Iowa Page) 35 Page 558 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 400 Figure 35: Census Tract 400 4% of project area 7% of project road -miles 3% of total crashes 0 fatal crashes 1 serious injury crash 6% of fatal & serious injury crashes EDISON CHAUTAUQUAm Ftleht Sew on PARK Conger St —• — 51 RIVERFRONT WEST CENTRAL Figure 36: Census Tract 400 Overall Disadvantage Component Scores and Transportation Insecurity Climate & Disaster Risk Bu,de-i Environmental Burden i a.Health Vulnerability E Social Vulnerability Transportation Insecurity Overall Disadvantage Component Scores - Percentile Ranked Disadvantaged 61% 66% 0% 20% 60% 80% 10C: Relatively Low < > Relatively High T' ansportahon Access - 0 Transportation Cost Burden - s c Transportation Insecurity - Percentile Rank Disadvantaged Traffic Safety - 0% 0% 20% 40% 60% 80'_ Relatively Low <----> Relatively High Waterloo, Iowa Page) 36 Page 559 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 700 Figure 37: Census Tract 700 » » » » 15% of project area 14% of project road -miles 9% of total crashes 0 fatal crashes 2 serious injury crashes 13% of fatal & serious injury crashes Figure 38: Census Tract 700 Overall Disadvantage Component Scores and Transportation Insecurity Climate & Disaster Risk Burden Environmental Burden e e iHealth Vulnerabrlrty E 3 Social Vulnerability o Transportation Cost Burden - c Transportation Insecurity Overall Disadvantage Component Scores - Percentile Ranked 0% 20% Relatively Low < > Relatively High Transportation Insecurity - Percentile Rank Disadvantaged 96% 9 % 100' Disadvantaged 100% T-ansportation Access - Traffic Safety - 26:: 0% Relatively Low < > Relatively High 5C' _ 100=e Waterloo, Iowa Page) 37 Page 560 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 9OO 2% of projectarea 1% of project road -miles 1960ftotal crashes 0fata| crashes Oserious injures 0% of fatal & serious injury crashes Figure 39: Census Tract 800 Figure 40: Census Tract 000Overall Disadvantage Component Scores and Transportation Insecurity � s Overall Disadvantage ComponenScores ' Percentile Ranked m�&=tage^ r. I Relatively Low < > Relatively High Transportation Insecurity ' Percentile Rank Disadvantaged s'. &a �.. Relatively Low < > Relatively High Waterloo, Iowa Pago) 38 Page 561 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Census Tract 900 Figure 41: Census Tract 900 14% of project area 12% of project road -miles 13% of crashes 0 fatal crashes 0 serious injury crashes 0% of fatal & serious injury crashes Figure 42: Census Tract 900 Overall Disadvantage Component Scores and Transportation Insecurity 0. E 0 u Climate & Disaster Risk Bu•de : Environmental Burden Health Vulnerability Social Vulnerability Transportation Insecurity T. onsportation Access - u Transportation Cost Burden Traffic Salety - Overall Disadvantage Component Scores - Percentile Ranked 42=: Disadvantaged 57% 93% 0% 20% 40% 60% 80% 100 `.. Relatively Low < > Relatively High Transportation Insecurity - Percentile Rank 60% Disadvantaged 97 0% 20% 40% 60% B0° _ 100=;. Relatively Low <-•--> Relatively High Waterloo, Iowa Page) 39 Page 562 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Public Participation OVERVIEW Effective public involvement is crucial for shaping the future of Waterloo. As stewards of the public trust in making our roads safer for all (SS4A), INRCOG was enlisted to solicit and consider public comment and participation in its formal planning process. The process included creating an oversight committee, developing and implementing a marketing strategy for public feedback, offering timely public notice, full access to information, and continued public involvement. For this, they chose to work with Stanley Consultants and McConville Consulting. Educating the community about how the Black Hawk County MPO was awarded a Safe Streets and Roads for All (SS4A) safety grant was important. This grant program is part of a nationwide effort to prevent roadway injuries and fatalities by supporting the concept of "Vision Zero." The community -driven program is aimed at making a difference. Feedback was needed to shape the new plan's success. Public input activities included: • A public notice posted on the Black Hawk County MPO website. • Two informational meetings were held for public input (one virtual and one in -person) asking for public feedback and to share their concerns/stories. • Hard copies and posters promoting the virtual and in -person outreach events were posted at local businesses. • News stories were run in the local newspaper and radio stations • A survey was created in multiple languages to reach underserved populations (English, Spanish, Bosnian, Burmese, French, and Haitian Creole). • A paid targeted digital advertising campaign ran in September to increase the number of survey participants • The grant summary was presented to an oversight committee that included members from organizations such as Black Hawk County Public Health, City of Waterloo, Main Street Waterloo, Waterloo Complete Streets, Waterloo Fire Rescue and the Waterloo Police Department. • A direct email outreach campaign to organizations representing stakeholder populations was conducted. • An emailed request for public input was sent to the interested parties email list. • Marketing and Public Engagement Outreach o Marketing materials were developed to help create awareness for the public outreach campaign (with links to the survey) including, but not limited to: Waterloo, Iowa Page) 40 Page 563 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 • Dedicated project webpage on the Black Hawk County MPO website • QR Code for use in all marketing • News Releases and FAQ • Small and large posters • Social media posts/ads/videos on a new Waterloo Safe Streets Facebook page • Paid digital advertising • Human interest stories/videos on the website (link) • Best Idea for Making our Streets Safer posters • Business cards • Flyers • Email letters • Hashtags dedicated to the campaign Complete results of the public involvement process can be found in Appendix B. SURVEY RESPONSE ASSESSMENT Overall, 285 responses to the SS4A survey were received. 239 respondents filled out the English survey, 36 filled out the Burmese survey, four filled out the Haitian -Creole survey, and three responses were received each in French and Spanish. An overview of the languages of the received survey responses can be seen in Figure 43. Figure 43: Survey Responses by Language English 84% Non-Englis 16% h Spanish 1% French 1% Haitian Creole 1% Burmese 13% Due to the small number of Haitian -Creole, Spanish, and French responses, this analysis groups all non-English responses into a single category. Waterloo, Iowa Page) 41 Page 564 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Overall, respondents feel relatively safe driving in downtown Waterloo, with 54.2% indicating that they felt "Very Safe" or "Somewhat Safe", and only 24.6% indicating that they feel "Not Very Safe or "Not Safe at All". 21.1 % indicated that they felt "Neutral" about their safety. A graph of survey responses regarding safety in downtown Waterloo can be found in Figure 44. Figure 44: Percent of Respondents by How Safe They Feel Traveling in Downtown Waterloo 54.2% Very Safe/Somewhat Safe 21.1% Neutral 24.6% Not Very Safe/Not Safe at All Some differences were noted between English and non-English responses, with only 46.7% of non-English respondents indicating that they feel "Very Safe" or "Somewhat Safe", compared to 55.6% of similar responses from English surveys. Interestingly, the share of responses who feel "Not Very Safe" or "Not Safe at All" is similar in each group (24.7% for English responses, and 24.4% for non-English responses). A graph of survey responses regarding safety in downtown Waterloo broken down by language can be found in Figure 45. Waterloo, Iowa Page) 42 Page 565 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 45: Percent of Respondents by How Safe They Feel Traveling in Downtown Waterloo — Categorized by Language of Response 54.2% 21.1% All 24.6% 55.6% 19.7% English 24.7% • Very Safe/Somewhat Safe • Neutral • Not Very Safe/Not Safe at All 46.7% 28.9% Non -English 24.4% Differences between English and non-English responses were also noted when asked what modes they use to travel in the area, with non-English respondents nearly three times more likely to drive a motorcycle/motor scooter or use a stand-up scooter, and over nine times more likely to ride the bus than English survey respondents. A comparison of travel modes that survey respondents use categorized by language can be seen in Figure 46. Waterloo, Iowa Page) 43 Page 566 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 46: Survey Responses About Travel Modes by Language 50.6% 1 English 2.9% 20.0% 20.0% Non -English • Vehicles • Motorcycles/Motor Scooters • Bicyclists • Scooters • Bus Riders • Pedestrians Figure 47: Traffic Safety Concerns at the Community Meeting My Mst Nos pr making our w•s•rl•• str••ts s•/•r Is... %\6td [ones 40.0Y 1 t iy ea tOr making our Waterloo streets sates ‘s.., WORD. TRAFFtc SIGNALS rURT Ts, Rlu SWAtK tONpaGO Eeb 10 Overall, distracted driving (38.2% of responses), and speeding (36.1%) were the most commonly reported safety concerns, followed next by red-light running and visibility issues (20% and 11.2% respectively). While this question was presented as a free -form answer with no limit to the number of issues a respondent could list, these four issues were given as example Waterloo, Iowa Page > 44 Page 567 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 answers to the question, which may have increased the number of responses received that listed these issues. No other issues were noted by more than 10% of respondents, however confusion over the One -Way streets (9.5%) a lack of bicycle or pedestrian facilities (8.1%), pedestrian, bicyclist, and scooter -rider behavior (7.7%, 6.0%, and 5.3% respectively) and driver behavior around pedestrians and bicyclists (7.4%) were noted by many respondents. The frequency of concerns voiced by all respondents can be seen in Figure 48. Figure 48: Traffic Safety Concerns from All Respondents Distracted Driving Drivers Speeding Drivers Running Red Lights Visibility Issues 11.2% One -Way 9.5% Lack of Bike/Ped Facilities 8.1% Pedestrian Behavior 7.7% Driver Behavior around Bike/Ped 7.4% Bicyclist Behavior 6.0% Scooter Behavior 5.3% Crime 3.5% Light Timing - 2.8% 20.0% 38.2% 36.1% When English and non-English responses are compared, non-English respondents were more likely than English respondents to list speeding, distracted driving, and red-light running as concerns, and less likely to list any other issue. The frequency of concerns voiced by all respondents but broken down by language can be seen in Figure 49. Waterloo, Iowa Page) 45 Page 568 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 49: Traffic Safety Concerns by Survey Respondents by Language Distracted Driving Drivers Speeding Drivers Running Red Lights Visibility Issues One -Way Lack of Bike/Ped Facilities Pedestrian Behavior Driver Behavior around Bike/Ped Bicyclist Behavior Scooter Behavior Crime Light Timing 2.2% s.7%9.6 % 8.4% 6.5 % 8.4% 4.3 2.2% 0.0% 8.4% 7.1% 6.3% 0.0% MI 4.2% 0.0% _ 3.3% 0.0% 18.4% 13.0% ■English • Non -English 28.3% 37.2 34.3% 43.5% 47.8% Traffic safety related ideas were grouped into 15 categories and ranked with the idea coming up most often being an increase in police presence in the downtown area (suggested by 12.6% of respondents). Bicycle and pedestrian safety enhancements such as bike lanes, and enhancements to pedestrian crossings and sidewalks were also often suggested (10.5%, 9.5% and 7.4% respectively). 6.7% of respondents suggested installing more roundabouts, while only 2.5% suggested removing them. The top ideas for improving traffic safety within Waterloo are shown in Figure 50. Waterloo, Iowa Page) 46 Page 569 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 50: Traffic Safety Ideas by All Respondents Increase Police Presence More/Improved Bike Lanes Pedestrian Crossing Enhancements More/Improved Sidewalks 7.4% Reduced Speeds 7.4% Add Roundabouts 6.7% Increase Camera Enforcement 6.7% Add/Fix Parking 5.6% Enhance Street Lighting 5.3% Bike Lane is Dangerous/Confusing - Fix or Eliminate 4.6% Convert One -Way to Two -Way 3.5% Sync Traffic Lights 2.8% Remove Roundabouts 2.5% Enhance One -Way Signage 1.8% Remove Camera Enforcement MI 1.1% Figure 51: Traffic Safety Improvement Ideas at the Community Meeting 12.6% 10.5% 9.5% My best idea for making our Waterloo streets safer is • I.- �.k AO ;*t.K i. is 5 LOu,. o• y/ Cre.(a ;JulSi��si. Mr Waterloo, Iowa Page) 47 Page 570 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 When English and non-English responses were compared, the most common suggestion on non-English surveys was to fix the parking (either by adding more parking or better delineation). Enhanced sidewalks were more commonly suggested by non-English survey respondents (10.9% versus 6.7% of English survey respondents). Increasing police presence was one of the most commonly suggested ideas for both English and non-English survey respondents (13.0% and 10.9% respectively). The top ideas for improving traffic safety within Waterloo broken down by language are shown in Figure 52. Figure 52: Traffic Safety Ideas by Survey Respondents by Language Increase Police Presence More/Improved Bike Lanes Pedestrian Crossing Enhancements More/Improved Sidewalks Reduced Speeds Add Roundabouts Increase Camera Enforcement Add/Fix Parking Enhance Street Lighting Bike Lane is Dangerous/Confusing - Fix or Eliminate Convert One -Way to Two -Way Sync Traffic Lights Remove Roundabouts Enhance One -Way Signage Remove Camera Enforcement 10.9% 4.3% 2.2% 6.7% 2.2% 4.2% 7.1% 8.7% 7.5% 6.7% 6.5% 11.7% 10.9% 10.9% 2.2% 2.2% 3.8% 2.9% EMI2.2% 2.9% 0.0% 0.0% 1.3% 0.0% 2.1% • English • Non -English 5.0% 5.0% 6.5% 13.0% 13.0% While darkness or lack of street lighting wasn't mentioned in any responses to the traffic safety concerns question, 17 responses mention needing more street lighting in either the "Tell us your Ideas" or "Additional Comments" sections. Additionally, positive comments about roundabouts occurred nearly three times as often as negative comments. Waterloo, Iowa Page) 48 Page 571 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 53: Traffic Safety Improvement Ideas at the Community Meeting My best idea for making our Waterloo streets safer is... M 4/ cycle LaneS IMor.& e- - V15tb1Q' -k-o . LOCATION INFORMATION Survey respondents were given the opportunity to place a pin on a virtual map where they felt the most unsafe when walking, biking or driving. The top 8 locations chosen were: 1. 4th Street & Sycamore Street 2. 1st Street and University Avenue Underpass 3. US-218 & W 5th Street 4. Lafayette Street & E 5th Street 5. Lafayette Street & E 4th Street 6. Mulberry Street & E 5th Street 7. W Park Avenue & Washington Street 8. Commercial Street & 1st Street A heat map of locations is shown in Figure 54. Waterloo, Iowa Page > 49 Page 572 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 54: Heat Map of Where Waterloo Residents Feel Most Unsafe FACEBOOK PAGE COMMENTS Eleven comments were received on the Waterloo Safe Streets Facebook page (www.facebook.com/profile.php?id=61564993457384) including two thankful/supportive comments, five generalized negative comments, one comment supportive of roundabouts (with Waterloo, Iowa Page > 50 Page 573 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 an offer to run a car wash to raise money for one), one negative comment about roundabouts, and one very reasonable question: "Will anything actually be done with this information?" The information gathered during this process has been used to refine the prioritization of intersections/corridors for improvements in the project area. When two or more potential infrastructure or behavioral interventions were identified for similar problems, interventions that had more overall support expressed for them in the survey were prioritized when possible. Waterloo, Iowa Page) 51 Page 574 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Priority Improvement Locations Selection Process Final priority locations were selected by overlaying information gathered through the public involvement process, particularly the unsafe locations question, and the weighted high injury heatmap. Figure 55 shows the heatmap from the public questionnaire on the left, and the weighted high injury heatmap on the right. The locations from the public questionnaire do not directly correspond to high -crash locations, however some overlap was noted. In particular, the second and third most often chosen locations (1st Street and University Avenue Underpass, and US-218 at W. 5th Street) are locations that correspond strongly to the weighted heat map. Interestingly, three locations clustered around the business district (4th Street at Sycamore Street, Lafayette Street at E 5th Street, and Lafayette Street at E 4th Street) were the first, third and fourth most often chosen locations (respectively), however these locations have no fatal or serious injury crashes and very few minor or suspected injury crashes. A comparison between the survey result heat map and the weighted crash heat map can be seen in Figure 55. Figure 55: Survey Results Heat Map (Left) and Crash Analysis Heat Map (Right) Based on this information, locations with similar roadway features and safety issues were grouped together, and eight preliminary priority locations, shown in Figure 56, were identified and presented to the steering committee. The preliminary priority locations presented to the steering committee are as follows: 1) East 1st Street (US-63 N) at Sycamore Avenue 2) One -Way Cluster, consisting of: a. West 5th Street at Washington Street b. West 6m Street at Washington Street c. West 5th Street at South Street Waterloo, Iowa Page) 52 Page 575 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 d. West 6' Street at South Street 3) Underpass, consisting of: a. West Mullan Avenue (US-63 S) at West 1st Street b. University Avenue at Washington Street 4) West 11' Street at Washington Street (US-218) 5) West 9th Street at Washington Street (US-218) 6) East Mullan Avenue (US-63 N) at Lafayette Street 7) Martin Luther King Jr. Drive / East 5th Street at Walnut Street 8) Activity Center, consisting of: a. East 4' Street at Sycamore Street b. East 5th Street at Lafayette Street c. East 4th Street at Lafayette Street Waterloo, Iowa Page) 53 Page 576 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 56: Heat Map of Preliminary Priority Locations 5) E Mullan Ave/US-63/Lafayette St 1) E 1stSt/Sycamore 3) Underpass: W Mullan Ave/W 1st St Washington StNV Mullan Ave 2) One -Way Cluster W 5th StNVashington St W 6th St/Washington St W 6th St/South St W 5th St/South St Han tson St sa■on St x A,. w 4,4,4,__ WALNUT 5) W 9th StNVashington St Sa era xl�r q�S` 're DOE'S S1. _ 8) Activity Center: E 4th St/Sycamore St E 5th St/Lafayette St E 4th St/Lafayette St X Y t Putnam Ave Memman St nouglas St 7) MLK Jr Dr/ E 5th St/WalnutSt Glenwood St x smrtn st rdependmre Ave U / Q CEDAR RIVER Courtiand H E Franklin St 4) W 11th St/Washington St �i 1S ro yi Syr After discussing each location and based upon current traffic changes and other ongoing efforts affecting the Activity Center and the proposed one-way to two-way conversion of West 5th Street and West 6' Street, the committee finalized the following priority location list shown in Figure 57. Basic layout of recommendations and planning -level cost estimates are provided for the top three priority locations. The finalized priority locations are as follows: 1) East 1st Street (US-63 N) at Sycamore Street 2) East Mullan Avenue at University Avenue (US-218 Underpass) 3) West 9' Street and West 11' Street at Washington Street (grouped) 4) East Mullan Avenue (US-63 S) at Lafayette Street 5) One -Way Cluster 6) Martin Luther King Jr. Drive / East 5" Street at Walnut Street 7) Activity Center Waterloo, Iowa Page) 54 Page 577 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Figure 57: Heat Map of Finalized Priority Locations Hannon St A. 4) E Mullan Ave/US-63/Lafayette St 2) Underpass: W Mullan Ave/W 1 st St Washington SVW Mullan Ave W • b S 1) E 1st SVSycamore 5) One -Way Cluster: W5th St/Washington St W6th St/Washington St W6th St/South St W 5th St/South St S`r�� s� 4e's st►}s 4. 'goQ, te ` St' DOE'S _ Saxon St N W WALNUT 7) Activity Center: E 4th SVSycamore St E 5th SVLafayette St E 4th SVLafayette St P r� N 1 Z a ShYnam Ave i Merriman st Douglas St 6) MLK Jr Dr/ E 5th SUWalnutSt Glenwood St N 4 7. e sm,th st E..Y C flit 411° irdependenre Ave s 4 CEDAR RIVER ti „vt Courtland • W W Alb `" 1J Franklin St 3) W 9th and W 11th SVWashington St Waterloo, Iowa Page) 55 Page 578 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Recommendations OVERALL Throughout the study area, there were problems that were routinely identified at the intersections. The most common cause of crashes was due to drivers failing to follow proper traffic control, at both signalized and unsignalized intersections. This was also a consistent theme throughout the survey responses where residents of Waterloo commented on frequent red light and stop sign running. Due to the widespread prevalence of these issues, area wide recommendations are as follows: » Conduct a road safety audit that evaluates intersections with an elevated number of crashes that are caused by red light running to determine common trends among the intersections. O Benefits of this include understanding why these intersections have a higher - than -average frequency of crashes occurring from red-light running and making improvements based on the findings. O If it is concluded that yellow clearance intervals contribute to red-light running, consider revising the city yellow clearance interval timing policy. » Install backplates with 1-to-3-inch yellow retroreflective border on all signal heads. O Benefits of this include increasing signal head visibility to drivers during all lighting conditions. » Evaluate all the stop signs for retroreflectivity and upgrade as needed. Install red retroreflective strips along existing sign posts with Stop (R1-1) signs. O Benefits of this include increasing stop sign visibility to drivers during all lighting conditions. » Perform a crash analysis for the entire city of Waterloo to determine if adding retroreflective markers to signal heads and sign posts would be beneficial city-wide, and if so, consider a design standard or policy change to incorporate such. It should be noted that any work performed on any road that falls within the Iowa Department of Transportation jurisdiction or at any intersection with at least one approach that is within the Iowa Department of Transportation jurisdiction will require coordination and approval of work from the agency. Waterloo, Iowa Page) 56 Page 579 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 EAST 1ST STREET (US-63 N) AT SYCAMORE STREET Safety Summary » Weight: 22 » 29 Crashes — 23 daylight (79%) » 0 Fatalities » 1 Serious Injury » 28 Broadside Crashes )» Major Causes O 18 Ran Stop Sign O 8 Failute to Yield Right of Way (FTYROW) From Stop Sign » 1 Survey Comment O The large amount of traffic coming down from the interstate at an elevated speed has caused issues with proper distances between cars and trying to beat red lights Location Description )» Classification: Other Principal Arterial (East 1st Street) / Collector (Sycamore Street) » Cross Section: 3-Lane One -Way (East 1st Street) / 2-Lane (Sycamore Street) » AADT: )) Posted Speed Limit: 35 mph (East 1st Street) / Unposted (Sycamore Street) » Existing Facilities: Sidewalks in both directions, ADA ramps on all corners. Narrative Safety issues at the intersection of East 1st Street (US-63 N) and Sycamore Street were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday, November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows that 90% of reported crashes were the result of vehicles running the stop sign or failing to yield the right of Waterloo, Iowa Page) 57 Page 580 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 way from the stop sign. Because 79% of the intersection crashes occurred during daylight hours, the crashes are not lighting related. There was one survey comment received about this intersection which mentioned high vehicle speeds traveling northbound along East 1st Street (US-63 N). Observations from the field visit include large turn radii and limited sight distances (less than 200 feet) from the eastbound and westbound approaches along Sycamore Street due to the buildings located in the southeast and southwest corners of the intersection. Based on A Policy on Geometric Design of Highway and Streets by the American Association of State Highway and Transportation Officials (AASHTO), the eastbound approach requires a minimum intersection sight distance of 390 feet and the westbound approach requires a minimum of 335 feet which is not met for either approach. The intersection, which currently operates as two-way stop -control, was previously signalized until the removal sometime between 2016 and 2019. Based on these observations, the intersection crash history is likely to originate from user noncompliance with the existing intersection traffic control, vehicles driving above the posted speed limit, and inadequate sight distances. Based on an average annual daily traffic (AADT) of 7,300 vehicles per day, East 1st Street (US-63 N) is overbuilt. Recommended Projects/Strategies The recommendations to mitigate existing deficiencies at the intersection are as follows: » Install curb bulb outs with flexible delineators along Sycamore Street to reduce lane widths to approximately 12 feet. O Benefits of this include reducing vehicle turning speeds and reducing pedestrian crossings distances, and improved sight distances. » Study the reduction of northbound East 1st Street (US-63 N) from three to two lanes. O Benefits of this include reducing conflicts between northbound through vehicles and westbound right -turning vehicles and reducing northbound vehicle speeds. The traffic lanes would be shifted to improve sight distance. » Install speed feedback signs for the northbound approach along East 1st Street (US-63 N) prior to the intersection with Sycamore Street. O Benefits of this include more compliance with the speed limit along East 1st Street (US-63 N). » Install high -visibility crosswalk and appropriate pedestrian crossing warning signs for the pedestrian crossing across the northern and southern legs of the intersection. O Benefits of this include improving visibility for the existing pedestrian crossing across East 1st Street (US-63 N). » Analyze the need for additional traffic control at the intersection by conducting a warrant analysis for a pedestrian hybrid beacon and a warrant analysis for a traffic signal at the intersection by following the guidelines in Chapter 4 of the MUTCD. O Benefits of this include providing pedestrians with a protected crossing phase. Additionally, it would reduce sight distance limitations for eastbound and westbound vehicles if a traffic signal is installed. Waterloo, Iowa Page) 58 Page 581 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 A concept drawing for proposed intersection improvements can be seen in Attachment A. The planning level cost of these improvements is estimated at $150,000 for engineering and construction without any traffic signalization. An additional $500,000 should be included for designing and constructing a traffic signal. Waterloo, Iowa Page > 59 Page 582 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 US-218 UNDERPASS West Mullan Avenue at University Avenue University Avenue at Washington Street Safety Summary » Weight: 13/13 » 18 Crashes — 14 daylight (78%) » 0 Fatalities » 3 Serious Injuries » 5 Broadside Crashes / 5 Rear End » Major Causes » 5 Ran Traffic Signal » 9 Survey Comments O I see drivers running red lights through the US 63/West Mullan intersection every day. O Too many lanes coming together, crossing into other lanes O We regularly see vehicles travelling on W. Mullan Ave. who run the stop St./University Avenue. O Drivers very often run the red lights under the overpass because the traffic lights change too quickly from yellow to red. I see people routinely run both sets of lights on my daily commute. Also, the warning caution lights for 63 northbound do not turn on until the red Tight is on. What is the point of even having them if that is all they do? The should turn on when the Tight is still green to warn drivers that the light is changing soon and to slow down. O Drivers routinely run red lights and speed through the intersection while traveling southbound on Mullan Ave where it intersects 1st street under hwy 218. O Round abouts are dangerous O Complicated area to drive O Cars coming off highway O Very busy road and low visibility of the oncoming traffic O Intersection is dangerous. People are speeding, run the red light, change lanes without signaling, drive too close to vehicle in front of them and in general drive badly in that area. light where it crosses W. 1st Waterloo, Iowa Page) 60 Page 583 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Location Description » Classification: Other Principal Arterial (all) » Cross Section: 2-Lane One -Way (W. Mullan Avenue) / 4-Lane One -Way (University Avenue) / 2-Lane One -Way (Washington Street) » AADT: » Posted Speed Limit: 35 mph (all) » Existing Facilities: Sidewalks on both sides of University Avenue and east side of W. Mullan Avenue. Narrative Safety issues at the intersection of University Avenue and West Mullan Avenue were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows that 78% of the crashes occurred during daylight conditions and that 28% of crashes were the result of vehicles running red lights. Additionally, 17% of the crashes resulted in a suspected serious injury. There was a total of nine survey responses for this intersection with the primary issues highlighted being related to speeding, complicated intersection geometry, and red light running / possible signal timing issues. Field observations revealed poor lighting conditions at the underpass, visibility issues with the signal heads, and a low contrast between the roadway and sidewalk making it difficult for drivers to identify the edge of pavement. Since the sidewalk was recently reconstructed using federal funding, any new work done should be coordinated with the respective federal agencies to remain in compliance with previous funding requirements. Based on the analysis and observations, it appears that the intersection deficiencies are derived from poor visibility and confusing intersection geometry. Recommended Projects/Strategies The recommendations to mitigate existing deficiencies at the intersection are as follows: » Construct overhead traffic signal heads for the southbound approach of West Mullan Avenue. O Benefits of this include increased visibility for drivers and less confusing signal head configurations that could mitigate red light running. » Redesign the landscaping under the bridge, focusing on a high contrast between the roadway and sidewalks, to provide a better designation between the two areas. Waterloo, Iowa Page) 61 Page 584 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 O Benefits of this include increased visibility for drivers to help mitigate vehicles driving off the road onto the sidewalk and also contributing to the look of narrower streets which can help slow driving speeds. » Install additional under -bridge lighting to provide adequate light levels during both daytime and nighttime hours. O Benefits of this include increased visibility at the underpass and less drastic lighting shifts during daylight hours so drivers have an easier adjustment time. A concept drawing for proposed intersection improvements can be seen in Attachment B. The planning level cost of these improvements is estimated at $600,000 for engineering and construction. Waterloo, Iowa Page) 62 Page 585 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 WEST 9TH AND 11TH STREETS AT WASHINGTON STREET (US-218) West 9th Street at Eastbound Washington Street (US-218) Safety Summary » Weight: 11 » 24 Crashes — 15 daylight (62.5%) » 0 Fatalities » 0 Serious Injuries » 8 Rear End / 6 Sideswipe / 4 Broadside » Major Causes O 9 Unknown or Other O 3 Made Improper Turn O 3 Followed Too Close » 1 Survey Comment O Too many people going in and leaving. Now there is the round a bout, it gets backed up. honked at and couldn't move. West 9th Street at Westbound Washington Street (US-218) » Weight: 12 » 20 Crashes — 13 daylight (65%) » 0 Fatalities » 0 Serious Injuries » 7 Rear End / 5 Broadside » Major Causes O 9 Unknown or Other O 3 Ran Traffic Signal » 1 Survey Comment O Traffic on Washington going NW looks like it's running the red Tight to drivers entering the expressway from 9th Street. sat on Washington while getting Waterloo, Iowa Page) 63 Page 586 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 West 11th Street at Westbound Washington Street (US-218) » Weight: 10 » 20 Crashes — 8 daylight (40%) » 0 Fatalities » 0 Serious Injuries » 8 Rear End / 8 Broadside » Major Causes O 5 Ran Traffic Signal O 4 FTYROW » No Survey Comments Location Description » Classification: Other Principal Arterial (Washington Street) / Minor Arterial (W. 11' Street) / Local (W. 9' Street) )» Cross Section: 5-Lane One -Way (EB Washington Street) / 4-Lane One -Way (WB Washington Street) / 6-Lane Divided (West 11th Street) / 2-Lane (West 9th Street) » AADT: O West 9th Street and Washington Street (US-218) O West 11th Street and Washington Street (US-218) » Posted Speed Limit: 45 mph (Washington Street) / 30 mph (West 9th Street) / 30 mph (West 11 th Street) » Existing Facilities: Sidewalks on both sides of West 11th Street and on West 9th Street south of Washington Street Narrative The intersections of West 9th Street at Washington Street (US-218) and West 11th Steet at Washington Street (US-218) were identified as priority intersections during the analysis process. Waterloo, Iowa Page) 64 Page 587 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Subsequent discussion with the Steering Committee resulted in combining the areas into a single priority corridor. Safety issues were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. The three intersections have a combined total of 64 crashes over the most recent five years (2019 — 2023) with 56% of those crashes occurring during daylight conditions indicating the possibility of visibility issues during unlighted hours of the day. Survey comments reported potential red light running and backups from nearby intersections flowing into other intersections. Additionally, the Steering Committee indicated that there is a weaving issue with vehicles exiting from US-218 where Washington Street and US-218 merge. In the field, it was observed that the one-way roadway signs have some visibility issues. Additionally, it should be noted that the US-218 road network is overbuilt for the existing traffic volumes (12,900 to 17,150 vpd). Based on these observations, it appears that crashes are the result of confusing intersection geometries and wide roads with many lanes that can encourage in speeding. There are also multiple crashes at West 9th Street and eastbound Washington Street (US-218) that involve wrong -way drivers. Recommended Projects/Strategies The recommendations to mitigate existing deficiencies at the intersection are as follows: » Install lane reduction striping to remove the left -most lane from the eastbound exit of US- 218 and to remove the right -most lane of the eastbound approach of Washington Street, reducing the total amount of eastbound lanes along Washington Street (US-218) from five to three at the intersection of West 9th Street. O Benefits of this include reducing vehicle speeds and reducing the amount of lane changes required for vehicles coming off of US-218 to get to the right -turn lane at the intersection with West 9th Street. » At the intersection of Washington Street (US-218) and West 9th Street, install lane directional pavement markings for all approaches, replace the existing overhead no left turns sign (R3-2) with an oversized no left turns sign (R3-2), install an advanced intersection lane control sign (R3-8 mod) showing a through lane and shared through / right -turn lane for the northbound approach of West 9th Street, and replace the existing circular green signal head to a green through arrow for the left -most signal head on the northbound approach of West 9th Street. O Benefits of this include improving visibility for directional requirements which can reduce wrong -way maneuvers. » At the intersection of Washington Street (US-218) and West 11th Street, convert the right -most westbound lane of Washington Street (US-218) from a shared through / right - turn lane to a channelized right -turn lane by install a concrete channelization island. O Benefits of this include reducing weaving conflicts that occur past the intersection and allow for the right -turn lane to be signalized. This would also remove stopped right -turning vehicles from the flow of traffic. Moderate queues can occur when the adjacent railroad crossing is active. Waterloo, Iowa Page) 65 Page 588 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 » At the intersection of Washington Street (US-218) and West 11th Street, remove the southbound channelization island and decrease the turn radius. O Benefits of this include requiring right -turning vehicles to stop behind the railroad tracks so that they are not getting stopped on the tracks and reducing vehicle turning speeds. » Install pre -signals in advance of the at -grade railroad crossing on West 11th Street. O Benefits of this include better traffic signal visibility and greater compliance with vehicles stopping in advance of the railroad crossing. )» Install lane reduction striping to remove the left -most lane from the westbound approach of Washinton Street (US-218) for a lane drop between West 11th Street and West 9th Street. O Benefits of this include reducing weaving conflict. » At each intersection, remove existing Do Not Enter (R5-1) signs and replace with Wrong Way (R5-1 a) signs (42" x 30"). Install new Do Not Enter (R5-1) signs (36" x 36") approximately 5 feet in front of the stop bar for the one-way approaches (if it is not feasible to install a sign in front of the stop bar, install as close as feasibly possible to do so. Install red retroreflective strips along existing and proposed sign posts. O Benefits of this include increasing visibility of one-way roadways. A concept drawing for proposed intersection improvements can be seen in Attachment C. The planning level cost of these improvements is estimated at $1,300,000 for engineering and construction. Waterloo, Iowa Page) 66 Page 589 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 EAST MULLAN AVENUE (US-63 S) AT LAFAYETTE STREET Safety Summary )) Weight: 11 » 27 Total Crashes — 23 daylight (85%) » 0 Fatalities » 0 Serious Injuries » 18 Broadside )) 4 Angle (oncoming left) » Major Causes O 10 Ran Stop Sign O 11 FTYROW » 2 Survey Comments O Visibility at the Lafayette/63 intersection is not very good looking to the north O When leaving work on the North side of the Cedar River sometimes I travel on Lafayette Street to US 63 South. It is known as E Mullan Avenue. While travelling East on Lafayette Street we have a nice signal at E 1st Street (US 63 Northbound). It would be nice to consider a new signal at E. Mullan Avenue (US 63 Southbound) and Lafayette Street. Location Description » Classification: Other Principal Arterial (E. Mullan Avenue) / Collector (Lafayette Street) » Cross Section: 3-Lane One -Way (E. Mullan Avenue) / 2-Lane Two -Way (Lafayette Street) » AADT: » Posted Speed Limit: 35 mph (E. Mullan Avenue) / Unposted (Lafayette Street) » Existing Facilities: Sidewalks and ADA ramps on all corners Waterloo, Iowa Page) 67 Page 590 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Narrative Safety issues at the intersection East Mullan Avenue (US-63 S) and Lafayette Street were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows that 85% of the crashes occurred during daylight conditions and that 78% of the crashes were the result of drivers running the stop signs or failing to yield the right of way at the intersection. The two survey respondents highlighted visibility issues and the desire for a traffic signal at the intersection. Field observations revealed that intersection sight distance for the eastbound and westbound approaches are insufficient. Based on AASHTO policy, the westbound approach requires a minimum sight distance of 390 feet and the westbound approach requires a minimum sight distance of 335 feet; however, existing conditions provide approximate sight distances of 100 feet and 250 feet, respectively. Based on the analysis and observations, safety issues appear to originate from visibility deficiencies at the intersection. Recommended Projects/Strategies The recommendations to mitigate existing deficiencies at the intersection are as follows: » Remove the westbound left -turn lane along Lafayette Street and convert the existing through lane to a shared through / left -turn lane. O Benefits of this include improving visibility for vehicles at the westbound approach by reducing obstructions from vehicles in the adjacent lane. » Install curb bulb outs with flexible delineators along at the northeast corner of the intersection. O Benefits of this include reducing turning speeds and increasing intersection sight distance for westbound vehicles. » Install bike lanes along Lafayette Street. O Benefits of this include providing a dedicated space for other forms of transportation as well as reducing vehicle lane widths which can reduce speeding. » Conduct a lane reduction study and demonstration project along East Mullan Avenue (US-63 S). O Benefits of this include the potential to reduce the cross-section of East Mullan Avenue (US-63 S) which can reallocate space to other forms of transportation and reduce vehicle speeds throughout the area. Waterloo, Iowa Page) 68 Page 591 of 638 ONE-WAY CLUSTER Safety Summary » 5 out of 6 intersections in top 15 on high -injury network » Weights: 19, 15, 13, 11, 9 » 94 Total Crashes — 67 daylight (71%) » 1 Fatality » 2 Serious Injuries » 60 Broadside Crashes » Major Causes O 22 Ran Traffic Signal O 15 Ran Stop Sign O 13 FTYROW From Stop Sign » 14 Survey Comments Downtown Waterloo Comprehensive Safety Action Plan February 2025 = STUDY INTERSECTION O wide, fast highway dividing the downtown, pedestrian push buttons don't work, drivers speed through this area with little regards to pedestrian or bicycle activity O Have seen cars on Washington or 6th St not stop at the light and crash into other vehicles O Right turning traffic Crossing signal that hasn't worked for some time O People run red lights on 5th crossing Washington all the time - see it every day. O I chose this area (between W 1st Street, Commercial Street, W 10th Street and South St) because that is where red lights are and move people are driving continuously throughout the day. O I chose this area because I've seen most accidents happen here. I've also seen people blow past the stop sign near the sacred heart back parking lot because the stop sign was back by a tree. O I mainly drive on this road and have seen lots of accidents O All along Washington and 218 - busy traffic O We need more parking spots and put stop signs to make it safer for all. O Busy area with cars making it unsafe O Accidents could happen due to tight parking space O Drunk driving O Mullan Ave, 1st Street, and Washington: cannot change lane fast enough when there's only one. Need extra lane O I seen a lot of accidents in here Waterloo, Iowa Page) 69 Page 592 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Location Description )> Classification: Other Principal Arterial (Washington Street) / Minor Arterial (West 5th Street, West 6th Street) / Collector (South Street) )) Cross Section: 2-Lane One -Way (Washington Street) / 3-Lane One -Way (West 5th Street) / 3-Lane One -Way (West 6th Street) 2-Lane (South Street) • AADT: )) Posted Speed Limit: 45 mph (Washington Street) / 30 mph (West 6th Street) / 35 mph (25 mph through school zone - West 5' Street) • Existing Facilities: Sidewalks on both sides of West 6' Street and West 5' Street. Sidewalks on north side of WB Washington Street and south side of EB Washington Street. Narrative The six intersections within this cluster were grouped together due to similar intersection conditions and crash rates. Safety issues at the intersections were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows five out of six of the intersections are a part of the high injury network, 71 % of crashes occurred during daylight conditions, and 53% of the crashes were the result of drivers failing to follow intersection traffic control. There was a total of fourteen survey responses for these intersections with a common theme of drivers failing to follow intersection traffic control, witnessing drivers speed and frequent crashes, traffic control devices not working properly, and a general feeling of being unsafe. Field observations revealed overbuilt intersections and sight distance issues. Based on the analysis and observations, it appears that many of the intersection deficiencies originate from drivers not following intersection traffic control, overbuilt roadways that can encourage speeding, and inadequate intersection sight distances. Recommended Projects/Strategies The City of Waterloo has identified plans to convert West 5th Street and West 6' Street from one-way to two-way segments. This conversion should mitigate many of the existing issues. Waterloo, Iowa Page) 70 Page 593 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Because of this proposed project, quick build and lower cost measures were identified. The recommendation to mitigate existing deficiencies at the intersection are as follows: » Install curb bulb outs with flexible delineators along minor street approaches to reduce lane widths to approximately 12 feet (concept A in the figure). O Benefits of this include increased sight distances, reducing vehicle speeds and reducing the crossing distances for pedestrians. Waterloo, Iowa Page) 71 Page 594 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 MARTIN LUTHER KING JR. DRIVE / EAST 5T" STREET AND WALNUT STREET Safety Summary » Weight: 9 )» 7 Total Crashes — 5 daylight (71%) » 0 Fatalities » 1 Serious Injury » 3 Broadside / 2 Angle / 2 Head -On » Major Causes 0 3 FTYROW Making Left » No Survey Comments Location Description )) Classification: Minor Arterial (East 5" Street / MLK Jr. Drive) / Collector (Walnut Street) )) Cross Section: 3-Lane One -Way (East 5' Street / MLK Jr. Drive) / 2-Lane (Walnut Street) » AADT: » Posted Speed Limit: 30 mph (East 5t" Street / MLK Jr. Drive) / 30 mph (Walnut Street) » Existing Facilities: Sidewalks on both sides of Walnut Street and on East 5t" Street south of MLK Jr. Drive. Narrative Safety issues at the intersection Martin Luther King Jr. Drive / East 5th Street and Walnut Street were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows 71 % of crashes occurred during daylight conditions, 43% of crashes were the result of westbound left -turning vehicles failing to yield the right of way, and that 29% of crashes were a head-on collision. The large percentage of failure to yield right of way are likely caused from inadequate gaps to safely make the turn and the high percentage of head-on collisions is likely due to the confusing intersection geometry. No survey responses were received about this Waterloo, Iowa Page) 72 Page 595 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 intersection. Field observations revealed large curb radii that encourage high turning speeds. Additionally, the southeast corner of the intersection looks as if it was designed to be a channelized right turn despite not being able to make that maneuver due to Martin Luther King Jr. Drive / East 5111 Avenue being a one-way roadway which can lead to confusion for drivers unfamiliar with the area. Based on the analysis and observations, it appears that the intersection deficiencies originate from confusing intersection geometry and existing signal phasing. Recommended Projects/Strategies The recommendations to mitigate existing deficiencies at the intersection are as follows: » Convert the signal to split phasing. O Benefits of this include removing left turn conflicts for westbound vehicles which is where almost half of the crashes have occurred. » Remove the large curb in the southeast corner of the intersection by installing a curb bulb out using armadillo delineators and relocating the west stop bar on Walnut Street approximately 100 feet west. O Benefits of this include removing some of the confusing geometry at the intersection and decreasing pedestrian crossing distances. Waterloo, Iowa Page) 73 Page 596 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 ACTIVITY CENTER Safety Summary » Weight: N/A » 19 Total Crashes — 16 daylight (84%) » 0 Fatalities » 0 Serious Injuries » Major Causes O 6 Ran Traffic Signal O 6 Unknown or Other » 14 Survey Comments O E 4th Street/Sycamore Street » Lots of red lights, stale yellow lights get blown through. Lots of jay walking, scooters on sidewalks. Make east 4th street from Sycamore to Mulberry a pedestrian only zone. Barriers put in place to move traffic, ability to have deliveries though » Hi Restaurant and night life area » I've seen people run red lights here and a car/ bicycle accident » My spouse and I were nearly struck by a vehicle that didn't allow us to cross then they yelled an epithet at us. Very frightening. Definitely, more pronounced pedestrian walkway signage and brighter crosswalk paint. • I see speeders here a lot, and people crossing the street in the middle of the street and not looking where they are walking. » This intersection and the one in between Screaming Eagle and El Patron are the worst in my opinion for running lights » There is a decent amount of pedestrian traffic (Present residents, attendees of the Beer Garden, people dining at restaurants or going to Cigar Store) and have heard 2 accidents that I can recall. Generally people waiting at the Tight to go NB or turning right. There isn't a great street to make a "ped mall" but could use one. » There is is always traffic in this area, driving, walking and the scooters. People don't pay attention to others only what they are doing. Waterloo, Iowa Page) 74 Page 597 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 O E 5th Street/Lafayette Street » I work near here, so see it every day. People run the red lights/ try to beat the yellow lights on the corner of E. 5th and Lafayette constantly! I see people driving the wrong way down the one way every day. Drivers ignore the crosswalk signals, so even if you as a pedestrian have a walk light, you end up waiting for cars to turn who don't care. Visibility coming out of the parking lots in the area is terrible, especially if there are larger vehicles parked. I think part of this is being so close to the court house, so you have a lot of people driving downtown who may not be familiar with the streets. On Tuesdays, it's when the people who were notified for jury duty are also downtown, and again if they don't normally come downtown they are unfamiliar with the area and the streets. Better crosswalks with some sort of signals to give the pedestrian a head start? (Maybe the light is green for pedestrians only, but stays red for vehicles?) Along with a no turn on red? Better lighting at night. More clearly marked "One Way" streets. I feel like E 4th Street is more safe, simply because there are more businesses there. The lighting is better, there are more people out walking, people seem to drive slower. Once you go even a block off 4th in any direction, it seems like the areas are "forgotten about". We also would like more lighting, and some of the other amenities that seem to get put into E. 4th St. If the whole "downtown" Waterloo area is affected, they need to make improvements in all the areas of downtown, not just one particular street » I see a lot of people walking across the street in non -crosswalk areas. » The speed on these one ways are not conducive to walking, biking or pedestrians of any sort. Turn 4th street into a ped mall Enhanced bike lanes Enhanced pedestrian zones and cross walk One way to 2 way conversions O E 4th Street/Lafayette Street » All four of the concerns listed above seem to occur fairly regularly at the intersection of East 4th Street and Lafayette Street. This is, of course, one of the busiest commercial areas of downtown and those concerns and the intensity of commercial usage/activity at that corner make it feel less safe » I've been sitting at patron and have seen dozens of cars run the red light on 4th by Screaming Eagle. » The location on Lafayette St between Park St and 5th St is heavily used for deliveries which I understand are necessary but it causes issues with visibility trying to see around them on such a narrow street also the parking Tots with all the angled street parking is full, very difficult to see if cars are coming either direction. Waterloo, Iowa Page) 75 Page 598 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Location Description » Classification: Minor Arterial (East 5th Street) / Collector (East 4th Street / Sycamore Street / Lafayette Street) )» Cross Section: 2-Lane One -Way (East 5th Street) / 2-Lane (East 4th Street / Sycamore Street / Lafayette Street) » AADT: ti 7S9 o )» Posted Speed Limit: 30 mph (East 5th Street) / 25 mph (East 4th Street) / Unposted (Lafayette Street / Sycamore Street) )) Existing Facilities: Sidewalks on both sides of all streets, and ADA ramps on all corners. Narrative The four intersections in the activity center were grouped together due to similarities in intersection geometries and the frequencies of survey responses about the general area. Safety issues at the intersections were determined through the analysis of the intersection crash history, review of survey responses from community members, and observations from a field visit that occurred on Tuesday November 5, 2024. Crash history from the most recent five years (2019 — 2023) shows that 84% of crashes occurred during daylight conditions and 32% were the result of drivers running red lights. There was a total of fourteen survey responses for the activity cluster with the general theme of the comments related to heavy pedestrian traffic, drivers failing to yield the right of way to pedestrians, vehicles speeding, and vehicles traveling the wrong way down one-way streets. Field observations noted heavy pedestrian volumes. Analysis and observations show that there does not seem to be many existing deficiencies in the area but that there is a community desire to improve pedestrian facilities within the area. Recommended Projects/Strategies Recommendations for improving the area are as follows: )» Daylight the intersections by removing nearby obstructions such as on -street parking too close to the intersection. O Benefits of this include improving intersection visibility for both vehicles and pedestrians. » Install street lighting along East 5th Avenue. O Benefits of this include improving visibility during non-daylighted hours. Waterloo, Iowa Page) 76 Page 599 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 » Conduct a pedestrian mall trial period by implementing temporary street closures for pedestrian -only days. O Benefits of this include having a trial period on how closing some of the streets to pedestrians would impact traffic conditions and nearby businesses as well as gauge an understanding of community feelings towards a permanent pedestrian mall. » Conduct a study and demonstration project converting the area into a Mini Superblock. O Benefits of Superblocks include increasing green space, reducing air pollution levels, reducing crashes and crash severity for all users, maintenance of existing parking. For more information see the following resources: » The potential of implementing superblocks for multifunctional street use in cities (www.nature.com/articles/s41893-022-00855-2) » Changing the urban design of cities for health: The superblock model (doi.org/10.1016/j.envres.2024.118550) » Increase police presence in the area. O Benefits of this include enforcement of traffic control, and an overall feeling of safety. Waterloo, Iowa Page) 77 Page 600 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 An implementation matrix for each focus -area has been developed. The implementation matrix highlights related safety issues, countermeasures, applicable safe system element(s), applicable safe system roadway design hierarchy, estimated time frame, estimated cost, and additional resources. The implementation matrix can be found in Attachment D. PROGRESS AND TRANSPARENCY During the implementation phase of any planning process, it is important to keep the public informed of any progress towards the goal. At a minimum, this should be accomplished by 1) publishing this report on a public website; and 2) reporting yearly on recommendation implementation and fatal and serious injury reductions towards a goal of zero. » Work with the Steering Committee to establish a regular venue and schedule for public progress reporting. O Benefits of this include providing transparency to the public and creating a regular checkpoint to ensure progress is being made allowing for modification to the implementation plan if progress is not sufficient to reach the established reduction goal. Waterloo, Iowa Page) 78 Page 601 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Attachment A East 1st Street (US-63 N) and Sycamore Street Concept Plan Waterloo, Iowa Attachment) A Page 602 of 638 E 1st Street and Sycamore Street • A: Install curb bulb outs with flexible delineators along Sycamore Street to reduce lane widths to approximately 12' to reduce pedestrian crossing distances and vehicle speeds. See example below. • B: Study the reduction of removing the right -most northbound lane of E 1st Street to reduce conflicts between northbound through vehicles and westbound right turning vehicles and to reduce northbound travel speeds. Install speed feedback signs • C: Add high -visibility crosswalks and warning signs for the crosswalks across E 1st Street Stanley Consultants © Stanley Consultants, Inc. Not for further distribution, display, or reproduction 1 >) Page 603 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Attachment B US-218 Underpass Concept Plan Waterloo, Iowa Attachment) B Page 604 of 638 US-218 Underpass Stanley Consultants EASTBOUND UNIVERSITY AVENUE © Stanley Consultants, Inc. Not for further distribution, display, or reproduction SOUTHBOUND W MULLAN AVENUE • A: Construct overhead traffic signals for the southbound approach of W Mullan Avenue to increase visibility for drivers. • B: Redesign the landscaping under the bridge to provide a better designation between the roadway and sidewalk. • C: Install street lighting that is always on to increase visibility under the bridge. 2» Page 605 of 638 US-218 Underpass » D: Reduce the number of lanes on University Avenue from 4 to 2 through the intersection to reduce travel speeds Stanley Consultants © Stanley Consultants, Inc. Not for further distribution, display, or reproduction • 41,4( / Page 606 of 638 Attachment C Downtown Waterloo Comprehensive Safety Action Plan February 2025 West 9th Street at Washington Street (US-218) and West 11th Street at Washington Street (US-218) Concept Plan Waterloo, Iowa Attachment) C Page 607 of 638 W 9th Street and Washington Street • A: Install lane reduction striping • B: Replace Do Not Enter signs with Wrong Way signs on existing sign post. Install red retroreflective border on sign post. • C: Install Do Not Enter signs with red retroreflective strips on sign posts approximately 30 feet east of existing ones. • D: Install directional pavement markings. • E: Install advanced lane contol sign Stanley Consultants 10. Des © Stanley Consultants, Inc. Not for further distribution, display, or reproduction 4 • 4 Page 608 of 638 W 9th Street and Washington Street (Northbound approach) » A: Replace green circular bulb with green arrow pointing straight through the intersection for the left -most signal head only » B: Remove existing no left turn arrow sign and replace with oversized no left turn sign • • 0 C Stanley Consultants © Stanley Consultants, Inc. Not for further distribution, display, or reproduction IMM 5 )) Page 609 of 638 W llth Street and WB Washington Street » A: Remove concrete channelization island and decrease the turn radius » B: Convert the shared through / right -turn lane to a dedicated right -turn lane by Installing a concrete channelization island » C: Replace Do Not Enter signs with Wrong Way signs on existing sign post. Install red retroreflective border on sign post. » D: Install Do Not Enter signs with red retroreflective strips on sign posts approximately 70 feet west of existing ones. » E: Install pre -signals for the traffic signal that are placed in advance of the railroad warning equipment. Stanley Consultants Washington Street © Stanley Consultants, Inc. Not for further distribution, display, or reproduction CICJ r •z 4.1111111PAIIVAM1111111W1 '1•, yam — 6 >) Page 610 of 638 Downtown Waterloo Comprehensive Safety Action Plan February 2025 Attachment D Implementation Matrix Waterloo, Iowa Attachment > D Page 611 of 638 Location Safety Issue Countermeasures for Consideration Safe System %Rent Safe System Roadway Dygjgn Hierarchy v"—^ °en— ^^",_ Additional Resources Area -wide Red light Running Install backplates with retroreflective borders on all traffic signals. Safer Roads Tier 4:Increase Attentiveness and Awareness Short Low FHWA Proven Safety Countermeasures Red light Running Confirm yellow clearance intervals and all -red timings are MUTCD compliant -adjust as needed. Safer Roads Tier 1: Remove Severe Conflicts & Tier3: Manage Conflicts in Time Short Low FHWA Proven Safety Countermeasures Stop sign Running Install red retroreflective strips on sign posts with existing Stop (R1- 1) signs. Safer Roads Tier4 Short Low MUTCD East is` Street at Sycamore Street Stop sign running / failing to yield right of way Install curb bulb outs with flexible delineators. Safer Speeds, Safer Roads Tier 2: Reduce Vehicle Speeds Short Low FHWA Traffic Calming Measures Speeding along East 1st Street Reduce southbound from three lanes to two lanes. Safer Speeds, Safer Roads Tier2 Short Low FHWA Proven Safety Countermeasures Speeding along East 1st Street Install speed feedback signs for the southbound approach along East 1st Street. Safer Speeds, Safer Roads Tier2, Tier4 Short Low MUTCD Inadequate pedestrian facilities Install high -visibility crosswalk across the northern leg of the intersection accompanies by pedestrian signage. Safer Roads Tier4 Short Low FHWA Proven Safety Countermeasures West Mullen Avenue at University Avenue (US-218 Underpass) Red light Running Redesign the southbound approach traffic signals. Safer Roads Tier3, Tier4 Long High MUTCD Inadequate pedestrian facilities / vehicles running off roadway Redesign the landscaping under the bridge with higher contrast between the roadway and sidewalk. Safer Roads Tier3, Tier4 Long High - Low visibility Install street lights at the underpass that remain on at all times. Safer Roads Tier4 Medium Medium FHWA Proven Safety Countermeasures h West9 Street at Washington Street & h West 11 Street at Washington Street Weaving conficts at the US- 218 and Washington Street merge and vehicle speeding Remove the outter most lanes of both US-218 and Washington Street before the merge to reduce the cross section from five to three lanes. Safer Speeds, Safer Roads Tier2 Short Low FHWA Proven Safety Countermeasures Vehicles traveling wrong direction on one-way roads Install lane directional pavement markings for all approaches at the intersection of Washington Street at West 9th Steet. Safer Roads Tier 4 Short Low MUTCD Vehicles traveling wrong direction on one-way roads For the northbound approach of West 9th Street at Washington Street, replace existing overhead no left turns (R3-2) with an oversized R3-2 sign, install an advanced intersection lane control sign (R3-8 mod) to show a through lane and shared through / right - turn lane, and replace the existing circular green signal head over the through lane with a green arrow signal head pointing through the intersection. Safer Roads Tier4 Short Low MUTCD Vehicles traveling wrong direction on one-way roads At each intersection, remove existing Do Not Enter (R5-1) signs and replace with Wrong Way (R5-1a) signs (42" x30") on existing sign post. Install new Do Not Enter (R5-1) signs (36" x 36") approximately 5 ft in front of the stop bar. Install red retroreflective strips along exiting and proposed sign posts. Safer Roads Tier 4 Short Low MUTCD Weaving conficts and railroad conflicts For the westbound approach of Washington Street at West 11th Street, install a concrete channelization island in the right turn lane to convert it from a shared through / right -turn lane to a dedicated right -turn lane. Safer Speeds, Safer Roads Tier3, Tier4 Medium Medium _ Vehicle compliance with traffic signal indications and stopped location For the westbound approach of Washington Street at West 11th Street, install pre -signals for the traffic signal in advance of the railroad equipment. Safer Roads Tier1 Medium Medium MUTCD Vehicle/Railroadconflict For the southbound approach of West 11th Street at Washington Street remove the concrete channelization island for the right turn lane and reduce the curb radius. Safer Speeds, Safer Roads Tier3, Tier4 Medium Medium - Weaving conflicts along Washington Street (westbound) Install lane reduction striping to remove the left -most lane along the westbound approach of Washington Street between West llth Street and West 9h Street. Safer Speeds, Safer Roads Tier 2 Short Low FHWA Proven Safety Countermeasures Page 612 of 638 Location Safety Issue CountermeasuresforConsideration Safe System Event Safe System Roadway Design Hierarchy 'line Frame Cost Additional Resources East Mullan Avenue (US-63) at Lafayette Street Inadequate intersection sight distance Remove the existing westbound left -turn lane along Lafayette and convert the existingthrough lane to a shared through / left -turn lane. Safer Roads Tier 3 Short Low - Inadequate intersection sight distance/Vehicle speeds Install curb bulb outs with flexible delineators in the northeast corner of the intersection. Safer Speeds, Safer Roads Tier2 Short Low FHWA Traffic Calming Measures Vehicle speeds / Lack of dedicated bike facilities Vehicle speeds Install bike lanes on Lafayette Street. Safer Speeds, Safer Roads Tier 1,Tier 2 Short- Medium Low- Medium FHWA Proven Safety Countermeasures Conduct a lane reduction study and demonstration project. Safer Speeds, Safer Roads Tier 1, Tier 2, Tier 3, Tier 4 Long High FHWA Proven Safety Countermeasures One -Way Cluster Inadequate intersection sight distance/Vehicle speeds Install curb bulb outs with flexible delineators along the minor street approaches to reduce lane widths to approximately 12 feet. Safer Speeds, Safer Roads Tier2 Short Low FHWA Traffic Calming Measures Martin Luther King Jr. Drive / East 5`h Street at Walnut Street westbound left turning vehicles not yielding right of way Convert the signal into split phasing. Safer Roads Tier 1, Tier Medium Medium - Vehicles traveling wrong direction on one-way roads Remove the large curb in the southeast corner of the intersection by installing a curb bulb out using armadillo dilineators and relocation the westbound stop bar on Walnut Street approximately 100 feet west. Safer Speeds, Safer Roads Tier 1, Tier2, Tier4 Short Low FHWA Traffic Calming Measures Activity Center Pedestrian visibility at crosswalks Daylight intersections by removing sight obstructions such as nearby on -street parking. Safer Speeds, Safer Roads Tier2, Tier4 Short Low FHWA Traffic Calming Measures Perception of non -safety Install additional street lighting along East 5 Avenue. Safer Roads Tier4 Medium Medium FHWA Proven Safety Countermeasures Improvement of pedestrian facilities Conduct a pedestrian mall trial period by implementing temporary street closuresfor pedestrian only days. Safer Roads Tier 1,Tier 3 Medium Low - Perception of non -safety Increase police presence within the area. Safer Road Users, Safer Roads - Short Low - Improvement of pedestrian facilities Apply for additional planning/ demonstration grant to conduct more detailed studies in the area. Safer Speeds, Safer Roads Tier 1, Tier 2, Tier 3, Tier 4 Medium Medium Page 613 of 638 RESOLUTION NO. A RESOLUTION OF THE CITY OF WATERLOO, IOWA APPROVING AND ADOPTING THE COMPREHENSIVE SAFETY ACTION PLAN AND COMMITTING TO THE GOAL OF ELIMINATING TRAFFIC DEATHS AND SERIOUS INJURIES BY 2040 ON STREETS AND HIGHWAYS WITHIN THE DOWNTOWN WATERLOO AREA WHEREAS, the City of Waterloo recognizes that traffic deaths and serious injuries are preventable and acknowledges its responsibility to enhance safety for all users of its transportation system; and WHEREAS, the Safe Streets and Roads for All (SS4A) program, established under the Bipartisan Infrastructure Law, provides opportunities for local governments to develop and implement strategies to improve road safety for all users; and WHEREAS, the Black Hawk County Metropolitan Planning Organization utilized a planning grant through the SS4A program to hire a consultant to develop a Comprehensive Safety Action Plan (CSAP) for Waterloo's downtown corridor, where a disproportionate percentage of fatal and serious injury crashes have occurred, to analyze existing conditions, historical trends, systemic and specific needs, and to identify projects and strategies to address identified safety problems; and WHEREAS, the Comprehensive Safety Action Plan reflects the input of community stakeholders and includes proven strategies aligned with a Vision Zero framework to prioritize safety, equity, and data -driven decision -making; and WHEREAS, adopting this Plan demonstrates the City's commitment to securing funding and taking meaningful steps to ensure safe, accessible, and efficient transportation for all, regardless of mode of travel. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waterloo, Iowa: 1. Approval and Adoption: The City of Waterloo hereby approves and adopts the Comprehensive Safety Action Plan as the guiding framework for achieving traffic safety improvements in the Downtown Waterloo area. 2. Commitment to Vision Zero: The City of Waterloo commits to the goal of eliminating all traffic deaths and serious injuries on streets and highways within the Downtown Waterloo area, as defined by the Comprehensive Safety Action Plan, by year 2040. 3. Implementation: The City will prioritize implementation of the strategies identified in the Comprehensive Safety Action Plan to achieve traffic safety improvements. 4. Collaborative Efforts: The City of Waterloo will work in partnership with local, state, and federal stakeholders, including the Iowa Department of Transportation, community organizations, and residents, to achieve the objectives outlined in the Plan. Page 614 of 638 5. Application for Federal Assistance: The City Council authorizes and supports staff efforts to seek funding through the SS4A program and other relevant grant opportunities to support the implementation of the Comprehensive Safety Action Plan. PASSED AND APPROVED this day of , 2025. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk Page 615 of 638 Niii Stanley Consultants Safe Streets and Roads for All INRCOG / City of Waterloo City Council Working Session December 16, 2024 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 1 2 Page 616 of 638 1 THE SAFE SYST E M APB Zero is our goal. A Safe System is how we get there. �QSNI Sous INJURY IS UNpcCFp Safe Road Users ♦ 1 Post -Crash Care THE SAFE SYSTEM APPROACH /A Safe Roads Tye (F 11;1141111, Safe Vehicles RSP°NSIBILITY I5 SHPREO Y r Safe Speeds Stanley Consultants 0 Stanley Consultant Inc. Notforfurlherdislribution,Elsplay, orreproduction 3)) 3 THE SAFE SYST E M AFP- Zero is our goal. A Safe System is how we get there. PARADIGM SHIFT Traditional approach Safe System approach Prevent crashes Prevent death and serious injuries Improve human behavior i► Design for human mistakes/limitations Control speeding Reduce system kinetic energy Individuals are responsible Share responsibility React based on crash history ' Proactively identify and address risks Stanley Consultants B Stanley Consultants,Inc. Not for further distribution, display, or reproduction 4)) 4 Page 617 of 638 2 Safe System Roadway Design Hierarchy TIE 1 SAFE SYSTEM ROADWAY DESIGN HIERARCHY REMOVE SEVERE CONFLICTS TIER REDUCE VEHICLE 2 SPEEDS TIE MANAGE CONFLICTS IN TIME TIER INCREASE ATTENTIVENESS 4 AND AWARENESS Stanley Consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction ED 5 Project Requirements Stanley Consultants 6 Page 618 of 638 3 SAS 4A Safe Streets and Roads for All Action Plan Components Leadership Commitment and Goal Setting • Official public commitment to an eventual goal of zero • Target date for achieving zero, or • Target date for an ambitious percentage reduction + eventual goal of zero Stanley Consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 7)) 7 SAS 4A Safe Streets and Roads for All Action Plan Components Planning Structure • Committee charged with oversight of • Action Plan Development • Implementation • Monitoring Stanley Consultants aStanley Consultants. Inc Not for further dlsVlbWlondisplayor reproduction 8D 8 Page 619 of 638 4 SAS 4A Safe Streets and Roads for All Action Plan Components Safety Analysis • Existing conditions and historical trends • Systemic and specific safety needs • Includes all roadways • High -Injury Network Stanley Consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 9)) 9 SAS 4A Safe Streets and Roads for All Action Plan Components Engagement and Collaboration • Robust Engagement • Public, relevant stakeholders, private sector, community groups • Feedback incorporated into the Action Plan • Aligned with other plans and processes Stanley Consultants Stanley Consultants. Inc Not for further ohytrIbutIon dIsplay or reproduction 10 Page 620 of 638 5 SAS 4A Safe Streets and Roads for All Action Plan Components 000 nn• n Equity Considerations • Inclusive and representative process • Identify underserved communities • Analysis includes: • Population characteristics • Initial equity impacts of proposed projects/strategies Stanley [onsultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction n)) 11 SAS 4A Safe Streets and Roads for All Action Plan Components Policy and Process Changes • Assessment of current policies, plans, guidelines and/or standards • Goal — improve how these prioritize safety • Action Plan discusses implementation of revised or new policies Stanley Consultants 12 6 Page 621 of 638 SAS 4A Safe Streets and Roads for All Action Plan Components 411, Strategy and Project Selections • Comprehensive set of projects and strategies • Shaped by data, best practices, stakeholder input, equity • Focus on a Safe System Approach • Time ranges for implementation • Infrastructure, behavioral, and/or operational safety Stanley consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 13 SAS 4A Safe Streets and Roads for All Action Plan Components ctr) Progress and Transparency • Measure progress over time after plan adoption • Ensure ongoing transparency • Minimum: • annual reporting on progress • Public posting of the Action Plan online Stanley Consultants C Stanley Consultants_ lac. Not for further m. 14 Page 622 of 638 7 Crash Data Overview Stanley Consultants 15D 15 Crash Maps All Crashes • coo aDb s, ® do o aD o ` q /(1r r®�r\�cc ■ °cro ccano • IN ) O 6o cacOch • •pay, 1). O• s so 0 o c Gay o t6, te O o cD • O -osoN o 0 O 0 00 0 o g 0 O redo Rover 0 43 044).CS'Do sc4, tsi 0 id fs.s1 ire* 4,6fais �O eVill i ®rr�C sl. It O • n O V 0,40, { i •' Q� m• O O 0 _ o . 8 • : c6 0o 0 ®o 1 o 0 0 000 C Stanley Consultants 16 C Stanley consultant Fatal and Serious Injury Crashes (aa, a..,e0 Crash Severity + Fatal Crash CO Suspected Serious Injury Crash O Suspected Minor Injury Crash • Possible/Unknown Injury Crash O Property Damage Onry Inc. Not for further distribution. display, or reproduction 8 Page 623 of 638 Crash Summary 2019-2023 • 951 Crashes • 2 Fatal Crashes • 14 Serious Injury Crashes • 21 Involved a Person on a Bike (1 Fatal, 0 Serious Injury) • 15 Involved a Person Walking (1 Fatal, 3 Serious Injury) —mac Stanley Consultants 17 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction n)) Total Crashes by Year 201.9 Stanley Consultants 18 2,22 ous Stanley Consultor. Inc Not for further dleVmWlan. displayor reproduction Page 624 of 638 9 Crashes by Time of Day — Fatal & Serious 2 1 Suspected Sodom Injury Suspected Sedoos Injury Fatal Crash Suspected Serious Injury Crash Crash Crash 12-2AM 6-10 AM 12-2 PM Suspected Serious Injury Crash 2-4PM Suspected Serious Injury Crash 4-6 PM Fatal Crash 6-6 PM 2 Suspected Serious Injury Crash 10 PM-12AM Emp Stanley consultants B Stanley Consultants,Inc. Not for further distribution, display, orreproduction 19 Top 14 Major Causes - All 140 120 10O 80 60 40 20 Ran Traffic Signal UnMewn 8R 1 1 31 23 Otter FIYROW Ran slopsign Followedtoo e Made improper Improper or Other No FIYROW_ Lost control Driver Driving too fast Operating From stop sign dose turn rratic lane improper action Making left turn Distraction : for condtions vehicle in an changing Other lrterlor recklelerta[_ dlstatllon meassner Stanley Consultants © Stanley Consultants,Inc. Not for further distribution, display, or reproduction 20)) 20 Page 625 of 63810 Top 14 Major Causes — Fatal & Serious Ran Traffic Signal 2 Exceeded Authorized Speed 1 1 1 1 1 1 1 1 Exceed ONer: No Driver Distraction: Driver Disaaclicn_ EYROW: Malang FTYROWTo Operating vehicle Other Vision Ran°Broad- Ran slop sign Unknown uthorked speed improper action 0.er interior Talking on .turn pedestrian in an obstructed right dls,raw°n hand.d device recidowlerratiu... manner Stanley Consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 21 Crash Type by Severity — Fatal & Serious 2 2 Norvcollksion (single vehicle Angle (oncoming Ief tam) Fatal Cresh g Broadside (rmrdto side) Non -colleen (single vehee) Other Rearcnd (hoot to rear( Suspected Serious Injury Crash Stanley Consultants © Stanley Consultants, Inc. Not for further distribution, display, or reproduction 22)) 22 Page 626 of 63811 Crash Type Day/Night •Daylight •Darkness Ran traffic signal Unknow Other FTYROW: From stop sign Ran stop sign Followed too close Made improper tum Improper or erratic lane c.. Other: No improper action FTYROW: Making left tum Lost control Driver Di stra ct is n: Other L. Driving too fast for condit... Operating vehicle in an re... 53 39 15 41 30 13 34 7 31 7 7 24 6 23 6 0 13 All Severities •Daylight •Darkness Ran traffic signal Exceeded authorized speed Other: No Improper action Driver Distraction: Other i,,. Driver Distraction: Talkin,. FTYROW: Making left turn Operating vehicle in an re,,. Other: Vision obstructed Ran off road - right Ran stop sign Unknown 3 Mlb MP - Fatal & Serious Injuries Stanley Consultants 0 Stanley Consultants, Inc. Not for further distribution, display, or reproduction 23D 23 Equity Data Overview Stanley Consultants 24D 24 Page 627 of 63812 Equitable Transportation Community (ETC) Explorer Transportation Insecurity Components Sub -Components Tract 1 Climate Env Health Social Trans T. Access T. Cost T. Safety Waterloo N Y N N N N N N 100 Y Y Y Y Y N Y Y 200 Y Y N Y N N Y N 300 Y Y Y Y Y N Y Y 400 Y Y N Y N N Y N 700 Y Y Y Y N N Y N 800 N Y N Y Y N Y Y 900 N Y N Y N N Y N C Stanley Consultants Stenley Consultants,Inc. Not for Nrther distribution, tlisplay, or rap,e+rm, 2')) 25 Waterloo ETC Results Climate P. 0isaste r Risk Burden . Mealeh Vulneahil, Transporiauon Insecurrty Tramper ta,co,c. Overall Disadvantage Component Scores . Percentile Ranked O. Relatively low .....> Relatively High Transportation Insecurity- Percentile Rank 4116 Dimtivarilaged Disadvantaged Relatively Low o....> Relatively High Climate & Disaster Environmental Health Vulnerability Social Vulnerability Transpo!tationlnsecuiuty 100, Stanley Consultants © Stanley Consultants, Inc. Not for further distribution, display, or reproduction 26 Page 628 of 63813 Public Engagement Stanley Consultants 27)) 27 Response Languages 285 Responses 239 English 46 Non -English English 84% 1 Stanley Consultants 28 Page 629 of 63814 How Safe do you Feel? 54.2% Very Safe/Somewhat Safe 21.1% Neutral 24.6% Not Very Safe/Not Safe at All Stanley Consultants 29)j 29 How Safe do you Feel? reproduction 1 24.6% 1 i All English • Very Safe/Somewhat Safe ■Neutral ■ Nat Very Safe/NotSafe at Al i Non -English Stanley Consultants 30D 30 Page 630 of 63815 Mode Split Stanley Consultants. Inc. Not for further distributiondisplayor reproduction 50.6% zo.o% 1 20.0% English Non -English • Lef les in Motorcydes/Motor Scooters ■ Ricydists !Scooters ■ Bus Riders • Pedestrians 1 40.0% Stanley Consultants 31]h 31 Distracted Driving Drivers Speeding Drivers Running Red Lights Visibility Issues One -Way Lack of Bike/Ped Facilities Pedestrian Behavior Driver Behavior around Bike/Ped Bicyclist Behavior Scooter Behavior Crime Light Timing 2.2% 98.75626 6 6 8.4% 65% 8.4% 8.4% 7.1% 0.0% 6.3% 0.0% MI 4.2% 0.0% _ 3.3% 0.0% 18.4% 13.0% •English ■Non -English 28.3% 37.2% 34.3% 43.5% 47.8% Stanley Consultants 32D 32 Page 631 of 63816 Increase Police Presence Tell us More/Improved Bike Lanes Pedestrian Crossing Enhancements your Ideas! More/Improved Sidewalks Reduced Speeds Add Roundabouts Increase Camera Enforcement Add/Fix Parking Enhance Street Lighting Bike Lane is Dangerous/Confusing - Fix or Eliminate Convert One -Way to Two -Way Sync Traffic Lights Remove Roundabouts Enhance One -Way Signage Remove Camera Enforcement 4.3% 2.2% 6.7% 7.1% 7.5% 6.7% 6.5% 11. 4.2% 0.0% 0.0% 1.3% 0.0% 2.2% 3-8% 2.2% 2.9% 2.2% 2.9% 2.1% • English • Non -English 5.0% 5.0% 6.5% 8.7% 13.0% 10.9% 11.7% 10.9% 10.9% 13.0% Stanley Consultants 33D 33 Where feels unsafe? 1. 4th Street & Sycamore Street 2. 1st Street and University Underpass 3. Highway 218 & W 5th Street 4. Lafayette Street & E 5th Street 5. Lafayette Street & E 4th Street 6. Mulberry Street & E 5th Street 7. W Park Avenue & Washington Street 8. Commercial Street & 1 St Street • • 0. Stanley Consultants 34D 34 Page 632 of 63817 • • • Locations Marked by Public W C4mn4rtw ot • M.,..Lc.YI :aw,Yi "a e • WALNUT Y Y Lauri M1.a� khinen.n 5, CI d :III m SI • v,NRIINaEW _ �..vF. Aka( IP ' MR- 44,wrmd s, - - F YI�M • E mnM1 S 6 ,CfDAR5R14ER •# E „.a' Stt Alb 1 fiankhn St dy. 1 011, dr DOE 5 Weighted Crash Locations Stanley Consultants 35D 35 Selected Locations 6) E Mullan Ave/US-63/Lafayette St �dn 3) University Ave/W Mu Ilan Ave/W 1"St Washington SLW Mul Ian Ave 2) Two -Way Cluster at Washington W 5'h St/Washington St W 6'h St/Washington St W 6'h St/South St W 5'h St/South St 1) 1. St/Sycamore 4) W 9,, St/Washington St tK '� aY Y i TS � y F`. DOE'S _ w,St laJ WALNUT 8) E 4. St/Sycamore St E 5" St/Lafayette St E 4'^ St/Lafayette St 7) MLK Jr Dr/ E 5'^ St/Walnut St 44n..d Al M smrtM1 H � Jr E cE Ayr 5 is CEDAR�RIVER Tranklm St 5) W 11M1 SUWashington St If S' �Fr Stanley Consultants 36D 36 Page 633 of 6381$ Concept Plans Stanley Consultants 37» 37 E 1st Street and Sycamore Street Recommendations A: Install curb bulb outs with flexible delineators along Sycamore Street to reduce lane widths to approximately 12' to reduce pedestrian crossing distances and vehicle speeds. See example below. B: Consider removing the right -most northbound lane of E 1st Street to reduce conflicts between northbound through vehicles and westbound right turning vehicles and to reduce northbound travel speeds. Install speed feedback signs C: Add high -visibility crosswalks and warning signs for the crosswalks across E 1st Street 38 Page 634 of 63819 Systemic Recommendations and Potential Demonstration Projects Stanley Consultants 39» 39 1. 120 wo 80 60 ZU Systemic Recommendation All Crashes Exceeded Cthe, No whom. speed impr.,r aca. Fatal & Serious Injury Crashes » Problem: Traffic Signal Running » Most common major cause of all crashes » Most common major cause of Fatal and Serious Injury Crashes » Recommendations: » Install retroreflective backplates » Check/adjust alignment and visibility from travel lanes » Check/adjust clearance intervals 4Retroreflectve Border rf Signal Backplote Stanley Consultants 4c» 40 Page 635 of 63820 US 63 Study/Demonstration Project Study US 63 from Almond St to 218 Underpass » Reduce to two lanes » Add protected bike lanes » Use bulb -outs to slow traffic at specific intersections » Demonstration project (late spring to early fall) meis Stanley Consultants 41>) 41 Mini Superblock Study/Demonstration Project rea docx EMI. street Wolof &roe le Transformed sin. space Supardocli • • • ■ • ■ •■ • ■ ■ r#, Stanley Consultants 41» 42 Page 636 of 63821 Open Discussion and Next Steps Stanley Consultants 4:)) 43 Page 637 of 63822 ORDINANCE NO. AN ORDINANCE AMENDING THE CITY OF WATERLOO TRAFFIC CODE BY REPEALING AND RESERVING SECTIONS 311 AND 312, AND REPEALING SECTION 343, PARKING RATES FOR CASH PATRONS, AND ENACTING IN LIEU THEREOF A NEW SECTION 343, PARKING RATES FOR CASH PATRONS. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA AS FOLLOWS: 1. That Sections 311 and 312 are hereby repealed and reserved. 2. That Section 343, Parking Rates for Cash Patrons is hereby repealed and a new Section 343, Parking Rates for Cash Patrons, is enacted in lieu thereof to read as follows: Section 343. Parking Rates For Cash Patrons It is hereby established that the fees for patrons for all parking ramps and city owned parking lots, except parking lots listed in Section 352, shall be set by resolution of the City Council. INTRODUCED: , 2025 PASSED 1st CONSIDERATION: , 2025 PASSED 2nd CONSIDERATION: , 2025 PASSED 3rd CONSIDERATION: , 2025 PASSED AND ADOPTED this day of 2025. ATTEST: Kelley Felchle, City Clerk SEAL Quentin Hart, Mayor Page 638 of 638