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Council Packet -4/6/2020
Amended Council Agenda Item Council Meeting Monday, April 4, 2020 II1 Consent Agenda Item 1.A.4 Resolution approving a request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway, West Shaulis Road, and a half (1/2) mile portion of newly constructed roadway, East Shaulis Road, located east ofAnsborough Avenue and west ofHawkeye Road (Iowa Highway 21), and rescinding Resolution No. 2013-205. Reason: Staff have requested removing the item in order to correct an error. Page 10 of 464 THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Monday, April 6, 2020 5:30 PM CITY OF WATERLOO GOALS 1. Support the creation of new, livable wage jobs through a balanced economic development approach of assisting existing businesses, fostering start-ups, attracting new employers and cultivating an adequate workforce. 2. Implement a Community Policing strategy that creates a safe environment in Waterloo. 3. Reduce the City's property tax levies through a responsible balance of cost reduction in City operations and increases in taxable property valuations to ensure that Waterloo is a competitive, affordable, and livable city. 4. Enhance the image of Waterloo and the City to residents and businesses inside and outside of the community. General Rules for Public Participation 1. At the chair/presider's discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation (if appropriate) and speak clearly into the microphone. 2. You may speak one (1) time per item for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office you may speak one (1) time per item for a maximum of three (3) minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules". 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tem) discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one (1) time for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office a speaker may speak to one (1) issue per meeting for a maximum of three (3) minutes. Official action cannot be taken by the Council at that time, but may be placed on a future agenda or referred to the appropriate department. 5. Keep comments germane and refrain from personal, impertinent or slanderous remarks. 6. Questions concerning these rules or any agenda item may be directed to the Clerk's Office at 291-4323. 7. Citizens are encouraged to register with the Clerk's Office by 4:00 p.m. on Monday of the day of the City Council meeting to appear before the City Council (may also register by phone). Registered speakers will be given first priority. Page 1 of 464 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Patrick Morrissey, Ward 3 Council Member Agenda, as proposed or amended. Amendment to remove item 1.A.4 from the Consent Agenda. Minutes of March 23, 2020, Regular Session, as proposed. ORAL PRESENTATIONS 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. 1. Consent Agenda: (The following items will be acted upon by voice vote on a single motion without separate discussion, unless someone from the council or public requests that a specific item be considered separately.) A. Resolution to approve the following: 1. Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution setting date of public hearing as April 20, 2020, to review the proposed funding recommendation set forth by the Community Development Board for the FY2021 One -Year Action Plan for the CDBG and HOME Program funds for the Waterloo/Cedar Falls Consortium, and instruct City Clerk to publish said notice. Submitted By: Rudy D. Jones, Community Development Director 3. Resolution setting date of public hearing as April 20, 2020, to approve the request by the City of Waterloo to vacate a portion of a public alley located in Block 18 of Linden Place, for property located at 2265 Lafayette Street, (former Lafayette School), and rescinding Ordinance No. 5145, and instruct City Clerk to publish said notice. Submitted By: Noel Anderson, Community Planning and Development Director 4. Resolution approving a request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway, West Shaulis Road, and a half (1/2) mile portion of newly constructed roadway, East Shaulis Road, located east of Ansborough Avenue and west of Hawkeye Road (Iowa Highway 21), and rescinding Resolution No. 2013-205. Submitted By: Aric Schroeder, City Planner 5. Resolution approving preliminary plans, specifications, form of contract, etc., and Page 2 of 464 setting date of public hearing as April 20, 2020, in conjunction with the Ansborough Avenue Improvements Project from Black Hawk Road to Downing Avenue, and instruct City Clerk to publish said notice. Submitted By: Mohammad Elahi, Traffic Engineer 6. Resolution approving submission of a grant application to Metropolitan Planning Organization for a FY21-24 Surface Transportation Block Grant, in conjunction with the Public Works Building to Donald Street Traffic Fiber Optic and Monitoring Camera Project, in the amount of $400,000. Submitted By: Mohammad Elahi, Traffic Engineer 7. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 23, 2020, and date of public hearing as April 27, 2020, for the FY 2020 Asphalt Overlay Program, Contract No. 992, and instruct City Clerk to publish said notice. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 8. Resolution setting date of public hearing as May 11, 2020, to approve an application for a State Revolving Fund (SRF) Loan, Contents of Environmental Information, and the Project Plan in conjunction with the Titus Lift Station Project, Contract No. 975, and instruct City Clerk to publish said notice. Submitted By: Matthew Hosford, Collections System Project Director 9. Resolution approving award of bid to Aspro, Inc., of Waterloo, Iowa, in the amount of $3,644,934.30, and approving the contract, bonds and certificate of insurance, in conjunction with the FY 2020 Street Reconstruction Program, Contract No. 993, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Dennis Gentz, PE, Assistant City Engineer 10. Resolution approving request to certify assessments to properties for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Submitted By: Chad Coon, Waterloo Water Works General Manager 11. Resolution approving cancellation of assessment for 916 Beech Street in the amount of $56.19, and authorizing the City Clerk to notify Black Hawk County Treasurer of said cancellation. Submitted By: Kelley Felchle, City Clerk 12. Resolution approving the destruction of various liquor license correspondence listed in Exhibit A, October 22, 2007 to October 15, 2014. Submitted By: Kelley Felchle, City Clerk 13. Request by Cathy Ketton of Splash of Color BCSG for a Variance to the Noise Ordinance on Saturday, June 13, 2020, from 8:00 a.m. to 3:00 p.m., to hold the 1st Annual North End Community Wellness Expo on the 700-800 blocks of East 4th Street, along with the use of a PA system. Submitted By: Lt. Corbin Payne B. Motion to approve the following: 14. LIQUOR LICENSES a. Sunnyside Country Club, 1600 Olympic Dr. Class: A Liquor, Outdoor service Renewal Application Includes Sunday Page 3 of 464 Expiration Date: 4/13/2021 b. Prime Mart, 508 Broadway St. Class: B Wine, C Beer, E Liquor Renewal Application Includes Sunday Expiration Date: 3/31/2021 c. Crossroads Cinema, 2450 Crossroads Blvd. Class: Special Class C Liquor Renewal Application Expiration Date: 3/14/2021 15. APPOINTMENTS a. Teresa Culpepper Board/Commission: Human Rights Commission Expiration Date: April 10, 2023 Re -Appointment 16. Cigarette/Tobacco Permit New Application for Dollar General Store #21528, 428 E. 1st St. 17. Motion to approve Exception to Burning Yard Waste Application for Cedar Valley Arboretum and Botanical Gardens to burn a 4-acre butterfly meadow and prairie area along Hess Road between Arboretum Drive and Orange Road, between March 21, 2020 and May 15, 2020. Submitted By: Pat Treloar, Chief of Fire Services 18. Motion to approve Exception to Burning Yard Waste Application for George Wyth State Park to burn the following between March 2020 and June 2020: 15-acres of George Wyth Prairie, between Wyth Lake and main park road, 2-acres of prairie/pollinator acres near the entrance of George Wyth, 3-acres of a dike along the main road of the park, 2-acres of prairie at the back of the park near the lodge, a 20-foot by 20-foot brush pile in the Frisbee picnic area, and a 30-foot by 30-foot brush pile behind the park shop. Submitted By: Pat Treloar, Chief of Fire Services 19. Bonds. PUBLIC HEARINGS 2. 2020 Right -of -Way Mowing Contract. Motion to receive and file proof of publication of notice of public hearing. HOLDING HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving plans, specifications, forms of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids. Resolution approving award of bid to B & B Lawn Care Inc., of Waterloo Iowa, in the amount of $57.75/Acre-Option A and $49.99/Acre-Option C and Professional Lawn Care, LLC, of Waterloo Iowa, in the amount of $54.50/Acre-Option B, in conjunction with the 2020 Right -of -Way Mowing Project, approving the contract, bonds and certificate of Insurance, and authorizing the Mayor and City Clerk to execute said Page 4 of 464 documents. Submitted By: JB Bolger, Golf and Downtown Area Maintenance Manager 3. FY 2020 Sanitary Sewer Gatewell Repairs, Contract No. 951. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 4. FY 2020 Sidewalk and Trail Repair Program - Zone 10, Contract No. 1009. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Matt Schindel, Associate Engineer 5. FY 2020 Courtland, Jefferson and Mulberry Streets Reconstruction Program, Contract No. 1015. Motion to receive and file proof of publication of notice of public hearing. HOLDING HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving plans, specifications, forms of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids. Resolution approving award of bid to Lodge Construction, Inc., of Clarksville, Iowa, in the amount of $2,399,218.02, in conjunction with the FY 2020 Courtland, Jefferson and Mulberry Streets Reconstruction Program (Division I, II, & III), Contract No. 1015, approving the contract, bonds and certificate of insurance, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Dennis Gentz, PE, Assistant City Engineer 6. Sale and conveyance of City owned property located east of 1994 Newell Street, to 4FI Waterloo, LLC, and Material Control Systems, Inc. (ConTrol), and approving a Development and Minimum Assessment Agreement. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located east of 1994 Newell Street, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development and Minimum Assessment Agreement, between 4FI Waterloo, LLC, the Material Control Systems, Inc., d/b/a Con-Trol Container Systems with grant funds of $1,515,000 and tax rebates at 50 percent for eight (8) Page 5 of 464 years, for the construction of a new 176,980-square-foot commercial building, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 7. Request to ratify and affirm certain actions with respect to the Virden Creek Drainage Project, including authorizing use of condemnation procedures. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution ratifying and affirming certain actions with respect to the Virden Creek Drainage Project, to establish the amount of Just Compensation for certain property interests to be acquired for project purposes, and authorizing the use of condemnation procedures for acquisition of said property interests, in furtherance of the project objectives, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 8. Mowing contract for city owned lots generally acquired through Iowa Code 657A. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids and refer to the Community Planning and Development Director for review. Submitted By: Noel Anderson, Community Planning and Development Director RESOLUTIONS 9. Resolution approving an Amendment to the Development and Minimum Assessment Agreement with Dolly James 2, LLC, and Hi Yield, LLC, originally approved on September 8, 2015, to re -assign the Agreement to 6 Comm Properties, LLC, adjusting completion and Minimum Assessment Agreement dates and include additional property within the project area, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 10. Resolution approving a variance to the requirements of the Subdivision Ordinance in Section 11-3-3(D), Application Procedure and Requirements, as it relates to the approval of the final plat of Northeast Industrial Park Plat No. 5. Submitted By: Noel Anderson, Community Planning and Development Director 11. Resolution approving Amendment No. 1 to the Professional Services Agreement with I & S Group, Inc., in the amount of $50,000 for professional design fees and related services for the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 12. Resolution approving request of MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 5, a two lot Page 6 of 464 industrial subdivision, located south of 2280 Northeast Drive. Submitted By: Noel Anderson, Community Planning and Development Director 13. Resolution concurring with the determination of City Planner that the proposed change to the approved site plan within an "M-2,P" Planned Industrial District for the construction of a 162,885-square-foot industrial building, 6,283-square-foot office area and 10,194-square-foot vehicle maintenance shop, located east of 1994 Newell Street, is minor, and shall be approved as a Minor Site Plan Amendment. Submitted By: Noel Anderson, Community Planning and Development Director 14. Resolution approving a request by the City of Waterloo to dedicate a 15-foot wide permanent sanitary sewer easement, located south of 1318 Martin Road. Submitted By: Noel Anderson, Community Planning and Developoment Director 15. Resolution approving construction plans for grading, paving, and utility construction serving the Lincolnshire Road Addition, as submitted by Clapsaddle-Garber Associates, Inc., of Cedar Falls, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorizing the Mayor to execute said documents. Submitted By: Dennis Gentz, PE, Assistant City Engineer 16. Resolution approving a Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, in an amount not to exceed $544,971.75, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Highway 218, Contract No. 1020, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, City Engineer 17. Resolution approving Acceptance of Improvements of Bamboo Ridge Area Sanitary Sewer Relocation and Improvements, submitted by Wayne Claassen Engineering and Surveying, Inc., and performed by Peterson Contractors, Inc., of Reinbeck, Iowa. Submitted By: Dennis J. Gentz, PE, Assistant City Engineer 18. Resolution approving an Access Agreement with H & A, L.C., to gain right of entry to conduct wetland survey on property located between Independence Avenue and the Yard Waste Site, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 19. Resolution approving an Agreement with the Iowa Department of Transportation through the Competitive Highway Bridge Program (CHBP), in an amount not to exceed $12.5 million, with the City paying the balance, in conjunction with the replacement of the 11th Street and Park Avenue Bridges, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 20. Resolution authorizing a partnership with the Iowa Initiative for Sustainable Communities, a program of the University of Iowa, in the amount of $50,000. Submitted By: Wendy Bowman, Communications Director Page 7 of 464 21. Resolution approving a Proposal with Advanced Environmental Testing and Abatement, Inc., of Waterloo, Iowa, in conjunction with the Waste Management Services Bio-solids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. Submitted By: Brian Bowman, Treatment Operations Supervisor, Waste Management Services 22. Resolution approving a Memorandum of Understanding between Black Hawk County Pheasants Forever Chapter, for a Pollinator Planting Project at the Northeast corner of Martin Road and Highway 63, and authorizing the Mayor to execute said document. Submitted By: Todd Derifield, City Forester 23. Resolution urging the Governor of Iowa to issue a shelter in place order in response to the COVID-19 pandemic. Submitted By: Jonathan Grieder, Ward 2 Council member ORDINANCES 24. Request by DGOGWaterlooia062619, LLC, to rezone a 3.082-acre property, north of 5225 Dysart Road, from "R-4" Multiple Residence to "C-P" Planned Commercial District, to construct a new Dollar General Store. Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located north of 5225 Dysart Road. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said Ordinance. Submitted By: Noel Anderson, Community Planning and Development Director OTHER COUNCIL BUSINESS 25. Motion approving Change Order No. 1 to Henkel Construction Company of Mason City, Iowa, for a net increase of $44,013, in conjunction with the Five Sullivan Brothers Kitchen Improvements Project, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 4:55 p.m. Work Session, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers Page 8 of 464 CITY OF WATERLOO Council Communication Amendment to remove item 1.A.4 from the Consent Agenda. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Felchle, Kelley Approved 4/6/2020 - 4:47 PM ATTACHMENTS: Description Type ❑ 04.06.2020.Agenda items Deleted Backup Material SUBJECT: Amendment to remove item 1.A.4 from the Consent Agenda. Submitted by: Submitted By: Page 9 of 464 CITY OF WATERLOO Council Communication Minutes of March 23, 2020, Regular Session, as proposed. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Higby, Nancy Approved 3/26/2020 - 5:10 PM ATTACHMENTS: Description Type ❑ Minutes of 3/23/2020 Backup Material Submitted by: Submitted By: Page 11 of 464 March 23, 2020 The Council of the City of Waterloo, Iowa, met in Regular Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 5:30 p.m., on Monday, March 23, 2020. Mayor Quentin Hart in the Chair. Roll Call: Boesen, Amos, Morrissey, Klein, Feuss, Grieder, Juon joined the meeting by telephone. Prayer or Moment of Silence. Pledge of Allegiance: Joe Liebold, Police Major 157591 - Juon/Grieder that the Agenda, as proposed, for the Regular Session on Monday, March 23, 2020 at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Seven. Motion carried. 157592 - Juon/Grieder that the Minutes, as proposed, for the Regular Session on Monday, March 16, 2020, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Seven. Motion carried. 157593 - Juon/Grieder that the Minutes, as proposed, for the Special Session on Thursday, March 19, 2020, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Seven. Motion carried. Mayor Hart commented that the Proclamation Declaring April 7, 2020 as Waterloo Youth City Council Day of Environmental Action and Recognition of Cace Campbell, Super Peewee Wrestling State Champion, and Jaiden Finger, USA State Wrestling Champion would be rescheduled for a later date. Proclamation Declaring April 1, 2020 as Census Day. ORAL PRESENTATIONS Ted Lederman, 1758 Pinehurst Lane, commented that every Friday he takes out his garbage at 8:00 a.m. and when he comes back at 10:00 a.m. it is never picked up. He recently received a citation for not having his trash out at 6:00 a.m. He also commented that he did not appreciate that council members attacked Mrs. Klein for not presenting budget ideas for cutting the budget. He stated that council should consider income inequality between small businesses and city employees who are guaranteed a job. Mrs. Klein read a letter from Eric Lee of the Jerald Sulky Company, who commented that the recent tax increase of 5.1 percent on commercial properties is poorly timed and is unquestionably a sign that council is tone-deaf to the needs of their constituents and the goal of economic development in Waterloo. Mr. Morrissey requested an update on the work status of city employees. Mayor Hart commented that all city buildings are closed to the public, with just a handful of people having access, such as contractors, mail delivery, etc., and the public continues to have access to public safety. He explained that every employee has not been sent home at this point, but employees with upper respiratory problems or underlying health problems and expectant mothers are allowed to stay home. He commented that he sent an email yesterday following Governor Reynolds' update regarding criteria guidelines to self-isolate/quarantine. In that email he commented that employees would be placed on paid administrative leave, however that was incorrect. A subsequent email was sent clarifying that the city is working with the COVID-19 Coronavirus Response Act which gives city employees self -isolating, two weeks of sick time. He further explained that the city continues to work through the process of monitoring the health of its essential employees through regular daily temperature checks. Mr. Morrissey asked for additional clarification pertaining to those employees who have been sent home. Mayor Hart commented that there are more variables to understand and that he would have Lance Dunn contact Mr. Morrissey with additional information. Page 12 of 464 March 23, 2020 Page 2 157594 - Juon/Feuss that the above oral comments be received and placed on file. Voice vote -Ayes: Seven. Motion carried. CONSENT AGENDA 157595 - Juon/Grieder that the following items on the consent agenda be received, placed on file and approved: a. Resolutions to approve the following: 1. Resolution approving Finance Committee Invoice Summary Report, dated March 23, 2020, in the amount of $2,478,317.74, a copy of which is on file in the City Clerk's office, together with recommendation of approval of the Finance Committee. Resolution adopted and upon approval by Mayor assigned No. 2020-193. 2. Resolution approving award of bid to Cardinal Construction Inc., of Waterloo, Iowa, in the amount of $1,114,000, in conjunction with the Waterloo Five Sullivan Brother Convention Center Penthouse Chiller Project, and authorizing the Mayor and City Clerk to execute said document. Resolution adopted and upon approval by Mayor assigned No. 2020-194. 3. Resolution approving Completion of Project and Acceptance of Work for work performed by Price Electric of Robins, Iowa, and release of retainage in conjunction with the Adaptive Traffic Signals and Fiber Optic Communications project, San Marnan Drive, US 218, W. 5th Street, and Kimball Avenue, DOT Grant Project Number STP-A-8155(743)-86-07, and authorizing the Mayor to execute said documents. Resolution adopted and upon approval by Mayor assigned No. 2020-195. 4. Resolution approving request to piggyback from the current open bid originally awarded by council on April 8, 2019, for the purchase of three (3) 2020 119 Explorer AWD SUVs, from Stivers Ford of Waukee, Iowa, in the amount of $35,088 each for a total of $105,264, for the Police Department. Resolution adopted and upon approval by Mayor assigned No. 2020-196. 5. Resolution approving Completion of Project and Acceptance of Work for work performed by Boomerang Corporation of Anamosa, Iowa, in the amount of $753,016.25, and release of retainage in the amount of $37,650.81, in conjunction with the Flow Equalization Facility Overflow Connection to Satellite WPCF, Contract No. 880. Resolution adopted and upon approval by Mayor assigned No. 2020-197. 6. Resolution approving the award of asbestos survey services contract in the amount of $10,800 to Hawkeye Environmental of Solon, Iowa for properties located at: 1100 Sycamore Street, 105 E. l0th Street, 300 Allen Street, 1527 E. 4th Street, 2127 E. 4th Street (St. Mary') Church and School Buildings only), 1526 E. 4th Street, 811 Williston Avenue, 179 Rebecca Lane, 1809 Black Hawk Street, 118 Shilliam Avenue, 1004 Fulton Avenue, 817 Bluff Street (Quonset hut only), 514 Johnson Street, 214 Cottage Street, 921 W. 2nd Street and 220 Hopkins Court, and authorizing the Mayor and City Clerk to execute said document. 7. Resolution setting date of public hearing as April 6, 2020, to authorize the sale and conveyance of property located east of 1994 Newell Street, to 4FI Waterloo, LLC, and Material Control Systems, Inc. (ConTrol), in the amount of $1.00, and to approve a Development Agreement with grant funds and tax rebates, and Minimum Assessment Agreement, for the development of a 176,980 square foot building, and instruct City Clerk to publish said notice. Page 13 of 464 March 23, 2020 Page 3 1. Resolution adopted and upon approval by Mayor assigned No. 2020-198. b. Motion to approve the following: a. b. Travel Requests Name & Title of Personnel Class/Meeting Destination Date(s) Amount not to Exceed Tim Andera, Planner II *Amended* Bluebeam Plan Review Software Cedar Rapids, IA 03/13/2020 $161.00 Alex Hildman, Recreation Specialist Certified Food Handler Waterloo, IA April 9-10, 2020 $130.00 3. Mayor Hart's recommendation of the following appointments: Appointee Board/Commission Expiration Date New or Re -Appointment Brandon SchoborgPlanning and Zoning 03/23/2023 New Commission Zachary Hansen Community Development Board 03/23/2023 New Ethel Washington Civil Service Commission 04/01/2024 Re -Appointment Mrs. Klein requested that Item No. 6 be removed for further discussion. Voice -vote -Ayes: Seven. Motion carried. 157596 - Klein/Grieder Resolution approving the award of asbestos survey services contract in the amount of $10,800 to Hawkeye Environmental of Solon, Iowa for properties located at: 1100 Sycamore Street, 105 E. l0th Street, 300 Allen Street, 1527 E. 4th Street, 2127 E. 4th Street (St. Mary's Church and School Buildings only), 1526 E. 4th Street, 811 Williston Avenue, 179 Rebecca Lane, 1809 Black Hawk Street, 118 Shilliam Avenue, 1004 Fulton Avenue, 817 Bluff Street (Quonset hut only), 514 Johnson Street, 214 Cottage Street, 921 W. 2nd Street and 220 Hopkins Court, and authorizing the Mayor and City Clerk to execute said document. Roll call vote -Ayes: Seven. Motion carried. Mrs. Klein requested an update on the 1100 Grant Avenue apartment building. Noel Anderson, Community Planning and Development Director, commented that 1100 Grant Avenue was on the previous list and they are waiting for an update from the contractor. Mayor Hart asked if Hawkeye Environmental is also the contractor for the 1100 Grant Avenue property. Noel Anderson explained he does not have that information available at this time, but will make it known to council tomorrow. Mrs. Klein commented that she does not believe that the contractor working on the Grant Avenue property is making good progress and wants to see the properties listed on this agenda item move along much quicker. Mr. Morrissey requested clarification of the delay for 1100 Grant. Noel Anderson explained the delay has been due to flooding of the basement. Mrs. Klein questioned the possibility of delaying this item until the next council meeting. Mayor Hart commented that the next meeting isn't until April 6th, that it is important to move forward and that Noel Anderson will be providing an updated status of the 1100 Grant property. Page 14 of 464 March 23, 2020 Page 4 Mr. Morrissey commented that this action approves the asbestos survey and not the project. Resolution adopted and upon approval by Mayor assigned No. 2020-199. PUBLIC HEARINGS 157597 - Morrissey/Feuss that proof of publication of notice of public hearing on "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by AutoZone, Inc., for a Site Plan Amendment to the "S-1" Shopping District to construct a new retail store located south of 3115 Kimball Avenue", as published in the Waterloo Courier on March 13, 2020, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 157598 - Morrissey/Feuss that the hearing be closed, and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice vote -Ayes: Seven. Motion carried. 157599 - Morrissey/Feuss that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by AutoZone, Inc., for a Site Plan Amendment to the "S-1" Shopping District to construct a new retail store located south of 3115 Kimball Avenue", be received, placed on file, considered and passed for the first time. Roll call vote -Ayes: Seven. Motion carried. 157600 - Morrissey/Feuss that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: Seven. Motion carried. Noel Anderson, Community Planning and Development Director, explained the necessity to move the project forward. 157601 - Morrissey/Feuss that "an Ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by AutoZone, Inc., for a Site Plan Amendment to the "S-1" Shopping District to construct a new retail store located south of 3115 Kimball Avenue", be considered and passed for the second and third times and adopted. Roll call vote -Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5549. 157602 - Amos/Morrissey that proof of publication of notice of public hearing on a request by PDG Development, LLC, to vacate a 4,197 square feet storm water management easement located south of 3834 W. 4th Street, as published in the Waterloo Courier on March 13, 2020, be received and placed on file. Voice vote - Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 157603 - Amos/Morrissey Page 15 of 464 March 23, 2020 Page 5 that the hearing be closed, and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice vote -Ayes: Seven. Motion carried. 157604 - Amos/Morrissey that "an ordinance approving a request by PDG Development, LLC, to vacate a 4,197 square foot storm water management easement located south of 3834 W. 4th Street", be received, placed on file, considered and passed for the first time. Roll call vote -Ayes: Seven. Motion carried. 157605 - Amos/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: Seven. Motion carried. Aric Schroeder, City Planner, commented that there is a need to suspend the rules. Mr. Morrissey questioned if any negative comments were received by the City Clerk. Kelley Felchle, City Clerk, commented there were none. 157606 - Amos/Morrissey that "an Ordinance approving a request by PDG Development, LLC, to vacate a 4,197 square foot storm water management easement located south of 3834 W. 4th Street", be considered and passed for the second and third times and adopted. Roll call vote -Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5550. 157607 - Feuss/Morrissey that proof of publication of notice of public hearing on the request by DGOGWaterlooia062619, LLC, to rezone a 3.082-acre property, north of 5225 Dysart Road, from "R-4" Multiple Residence to "C-P" Planned Commercial District, to construct a new Dollar General Store, as published in the Waterloo Courier on March 13, 2020, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments. Joe Russow, Farnsworth Group, Pontiac, Illinois, and representing the owner, addressed several questions from council including the site distance of 470 feet on the curve of the road, external storage containers, and subdivision of the property. He also requested to suspend the rules for the sake of getting construction started as soon as possible. Mayor Hart commented that he had received comments concerning the organization and spacing of product within the store. Joe Russow explained this is something he can follow up on once the store is opened. 157608 - Feuss/Morrissey that the hearing be closed and oral comments, and recommendation of approval of the Planning, Programming and Zoning Commission, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. 157609 - Feuss/Morrissey that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located north of 5225 Dysart Road", be received, placed on file, considered and passed for the first time. Mr. Boesen commented that he is concerned that the curved road is a 45mph road and has heavy truck traffic. He stated that he has asked that a traffic study be conducted to review the possibility of Page 16 of 464 March 23, 2020 Page 6 lowering the rate of speed to 35 mph, but was told it would need to wait until after construction has ended. His issue about the speed limit is of concern because it was brought up during the Planning and Zoning meeting that a turning lane may be necessary. He also questioned what access Dollar General will have to the store due to the long and heavy construction season. Joe Russow commented that the seller lives just south of the proposed store location and believes that they will have site access during construction. He stated that they would prefer to utilize the traffic study that was submitted. He questioned if it would be appropriate to submit a traffic study from a larger community with similar considerations. Mr. Boesen commented that he would like to receive the newly offered data. Mr. Morrissey clarified that the motion is to rezone. Noel Anderson confirmed it is, but that it is to rezone to a planned commercial district which allows council to have some say over the design layout. Mr. Morrissey questioned if this specifically refers to Dollar General or if it applies to any commercial business operation. Noel Anderson provided an explanation of what future changes might require council's approval. Mr. Morrissey questioned if the applicant has met all the zoning requirements and criteria. Noel Anderson confirmed. Mr. Morrissey questioned if there could be legal ramifications if council does not approve the request to rezone. Noel Anderson commented that if council has concerns, it might be better to postpone rather than deny the request until such a time that the concerns are addressed. Mr. Morrissey commented on a number of concerns he has regarding increased traffic in the area, including that of the proposed theme park. Mr. Grieder explained that he has had a lot of concerns raised by constituents regarding foot traffic in that area in light of the speed limit and questioned the lack of sidewalk along the property. Noel Anderson confirmed there are no plans to include a sidewalk along the frontage of the property due to the difficulty in doing so. Mr. Grieder reiterated that the concern is that the lack of sidewalk to support the increased foot traffic could lead to potential hazards to the public. Mrs. Klein commented she got a couple calls as well mirroring the comments received from Mr. Boesen, Mr. Morrissey and Mr. Grieder. Mr. Boesen commented that prior to voting, he would like to see the data regarding the site distance along the curve as well as the proposed access as previously mentioned. 157610 - Boesen/Grieder To postpone to April 6, 2020 in order to receive the following information: 1. Site data that Dollar General offered on a busier road and 2. Construction plans for north part of Dysart reconstruction that will give access to the farmer that owns the current land. Roll call vote -Ayes: Seven. Motion carried. Joe Russow commented that he will find a comparable study for council to review, and asked to receive the plans as well, that create temporary access. 157611 - Klein/Grieder Page 17 of 464 March 23, 2020 Page 7 that proof of publication of notice of public hearing on the FY 2020 Street Reconstruction Program, Contract No. 993, as published in the Waterloo Courier on March 6, 2020, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 157612 - Klein/Grieder that the hearing be closed. Voice vote -Ayes: Seven. Motion carried. 157613 - Klein/Grieder that "Resolution confirming approval of plans, specifications, form of contract, etc. an authorization to proceed", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Mr. Morrissey questioned which streets are included in the project and if the additional cost of concrete would bring more longevity to the project. Jamie Knutson, City Engineer, commented that the project was bid out for both asphalt or concrete but only one bid was received and it was not for concrete. He explained that another reconstruction project will be bid out in a couple of weeks for concrete only. Mr. Boesen commented that he had the same question as Mr. Morrissey and if we actively pursue concrete bids as well as asphalt. Resolution adopted and upon approval by Mayor assigned No. 2020-200. 157614 - Klein/Grieder Motion to receive and file and instruct City Clerk to read bids and refer to City Engineer for review. Division I Total Base Bid + Alternate A (Asphalt) + Division II (Water Works) = $3,596,184.50 Division I Total Base Bid + Alternate B (Concrete) + Division II (Water Works) = $3,938,901.25 Bidder Bid Security Bid Amount Aspro, Inc. Waterloo, Iowa 5% Alternate A - $3,644,934.30 Voice vote -Ayes: Seven. Motion carried. 157615 - Morrissey/Grieder that proof of publication of notice of public hearing on the FY 2021 Complaint Mowing with Complaint Snow Removal Contract, as published in the Waterloo Courier on March 9, 2020, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 157616 - Morrissey/Grieder that the hearing be closed. Voice vote -Ayes: Seven. Motion carried. 157617 - Morrissey/Grieder that "Resolution confirming approval of plans, specifications, form of contract, etc. and authorizing to proceed", be adopted. Roll -call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-201. 157618 - Morrissey/Grieder Page 18 of 464 March 23, 2020 Page 8 Motion to receive and file and instruct City Clerk to read bids. Estimate: $50,000 Bidder Bid Security Bid Amount B & B Lawn Care Inc. Waterloo, IA 5% Option A: $2,294.00 per occurrence Option B: $2,294.00 per occurrence Option C: $91.75 per man hour Option D: $91.75 per acre Option E: $107.75 per man hour Voice vote -Ayes: Seven. Motion carried. 157619 - Morrissey/ Grieder that "Resolution approving award of bid to B & B Lawn Care, Inc. of Waterloo, Iowa, for Option A $2,294 per occurrence, Option B $2,294 per occurrence, Option C $91.75 per man hour, Option D $91.75 per acre, Option E $107.75 per man hour, and approving the bonds and certificate of insurance, in conjunction with the 2020 Complaint Mowing with Complaint Snow Removal Contract, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-202. 157620 - Feuss/Grieder that proof of publication of notice of public hearing on "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by Lamar Advertising for a site plan amendment to the "S-1" Shopping Center District to allow for the construction of a 45 foot tall, 378-square-foot off -premises billboard, located at 2010 Sears Street", as published in the Waterloo Courier on March 13, 2020, be received and placed on file. Voice vote -Ayes: Seven. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 157621 - Feuss/Grieder that the hearing be closed, and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice vote -Ayes: Seven. Motion carried. 157622 - Feuss/Grieder that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by Lamar Advertising for a site plan amendment to the "S-1" Shopping Center District to allow for the construction of a 45 foot tall, 378-square-foot off -premises billboard, located at 2010 Sears Street", be received, placed on file, considered and passed for the first time. Roll call vote -Ayes: Seven. Motion carried. Tom Weber, 209 E. Main Street, Dunkerton and Real Estate Manager for Lamar Advertising, provided an overview of the request. Mr. Morrissey questioned why this location is sought over others. Tom Weber commented that the location is ideal due to the high amount of traffic in the area. Mr. Morrissey questioned if any negative comments have been received. Kelley Felche commented there are no comments on file. Page 19 of 464 March 23, 2020 Page 9 Aric Schroeder explained there were no negative comments given at the Planning and Zoning commission meeting. 157623 - Feuss/Grieder that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: Six. Nays: One (Klein). Motion carried. 157624 - Feuss/Grieder that "an Ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to approve a request by Lamar Advertising for a site plan amendment to the "S-1" Shopping Center District to allow for the construction of a 45 foot tall, 378-square-foot off -premises billboard, located at 2010 Sears Street", be considered and passed for the second and third times and adopted. Roll call vote -Ayes: Six. Nays: One (Klein). Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5551. RESOLUTIONS 157625 - Klein/Feuss that "Resolution approving a Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, in an amount not to exceed $544,971.75, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Hwy. 218, Contract No. 1020, and authorizing the Mayor to execute said document", be adopted. Mr. Boesen questioned if a funding sources has been identified for the project. Jamie Knutson commented that he believes a funding source has been identified. Mr. Boesen commented that if a funding source has not been identified, he'd like council to approve the item subject to identifying funding. Mr. Morrissey concurs with Mr. Boesen's request to postpone the item because he would also like to know where the funding is coming from before casting his vote. 157626 - Morrissey/Klein To postpone to April 6, 2020. Roll call vote -Ayes: Six. Nays: One (Amos). Motion carried. 157627 - Klein/Feuss that "Resolution approving Amendment to Development Agreement and Minimum Assessment Agreement with Dolly James 2, LLC, and Hi Yield, LLC, originally approved on September 8, 2015, re -assigning the agreement to 6 Comm Properties, LLC, adjusting completion dates and Minimum Assessment Agreement dates, include additional property with the agreement, and authorizing the Mayor and City Clerk to execute said document", be adopted. Mr. Boesen commented that he takes issue with the incentives offered for the development agreement. He expressed concern that funding sources may be an issue in the future with housing credits. He stated he would like this item postponed until April 6th and that he would like to see a list of outstanding development agreements the city has entered into with this group and the status of the construction for the projects. Noel Anderson commented that the list can be provided of what projects are out there and what they have completed. Mr. Morrissey commented that he would like to know why the rebate was moved from 42 percent for 20 years to 75 percent. 157628 - Boesen/Morrissey Page 20 of 464 March 23, 2020 Page 10 To postpone to April 6, 2020. Roll call vote -Ayes: Seven. Motion carried. 157629 - Klein/Feuss that "Resolution approving an Early Access Agreement with 3 Stooges, LLC to allow earth -moving activities in preparation of development of the site south of 1246 Martin Road, and authorize the Mayor and City Clerk to execute said document", be adopted. Roll call vote -Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-203. ORDINANCES 157630 - Morrissey/Grieder that "an ordinance amending the City of Waterloo Traffic Code by amending (45) E. Fourth Street to Section 553, No Parking Here To Corner, by deleting said Subsection (45), and inserting in lieu thereof a new Subsection (45) E. Fourth Street to Section 553, No Parking Here To Corner", be received, placed on file, considered and passed for the first time. Roll call vote -Ayes: Seven. Motion carried. Mr. Morrissey questioned why the item is necessary. Randy Bennet, Public Works Division Manager, explained this was done at the request of the business to allow better access during peak business hours. 157631 - Morrissey/Grieder that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: Six. Nays: One (Klein). Motion carried. 157632 - Morrissey/Grieder that "an ordinance amending the City of Waterloo Traffic Code by amending (45) E. Fourth Street to Section 553, No Parking Here To Corner, by deleting said Subsection (45), and inserting in lieu thereof a new Subsection (45) E. Fourth Street to Section 553, No Parking Here To Corner.", be considered and passed for the second and third times and adopted. Roll call vote -Ayes: Six. Nays: One (Klein). Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5552. ADJOURNMENT 157633 - Morrissey/Grieder that the Council adjourn at 7:00 p.m. Voice vote -Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 21 of 464 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as April 20, 2020, to review the proposed funding recommendation set forth by the Community Development Board for the FY2021 One -Year Action Plan for the CDBG and HOME Program funds for the Waterloo/Cedar Falls Consortium, and instruct City Clerk to publish said notice. City Council Meeting: 4/6/2020 Prepared: 3/23/2020 REVIEWERS: Department Community Development Clerk Office SUBJECT: Reviewer Jones, Rudy Higby, Nancy Action Approved Approved Date 3/23/2020 - 2:58 PM 3/26/2020 - 9:37 AM Resolution setting date of public hearing as April 20, 2020, to review the proposed funding recommendation set forth by the Community Development Board for the FY2021 One -Year Action Plan for the CDBG and HOME Program funds for the Waterloo/Cedar Falls Consortium, and instruct City Clerk to publish said notice. Submitted by: Submitted By: Rudy D. Jones, Community Development Director Recommended Action: Summary Statement: Expenditure Required: Source of Funds: We request authorization to set the date for public hearing on April 20,2020. A draft is available at the Community Development office. A 30-day public comment period was advertised from March 1 through March 31, 2020 on the proposed plans. Any comments received will be attached to the action plan. No comments have been received to date. CDBG and HOME funds The Community Development Board approved the FY21 recommendations February 18, 2020. Page 22 of 464 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as April 20, 2020, to approve the request by the City of Waterloo to vacate a portion of a public alley located in Block 18 of Linden Place, for property located at 2265 Lafayette Street, (former Lafayette School), and rescinding Ordinance No. 5145, and instruct City Clerk to publish said notice. City Council Meeting: 4/6/2020 Prepared: 3/29/2020 REVIEWERS: Department Planning & Zoning Planning & Zoning Planning & Zoning Clerk Office ATTACHMENTS: Description ❑ Council P acket ❑ Legal Description SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Reviewer Schroeder, Aric Domoff, John Schroeder, Aric Even, LeAnn Action Rejected Approved Approved Approved Type Cover Memo Cover Memo Date 3/31/2020 - 4:43 PM 3/31/2020 - 4:55 PM 3/31/2020 - 5:25 PM 4/1/2020 - 8:59 AM Resolution setting date of public hearing as April 20, 2020, to approve the request by the City of Waterloo to vacate a portion of a public alley located in Block 18 of Linden Place, for property located at 2265 Lafayette Street, (former Lafayette School), and rescinding Ordinance No. 5145,, and instruct City Clerk to publish said notice. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted is a request to set the date of public hearing as April 20, 2020, to approve the request by the City of Waterloo to vacate a portion of public alley located within Block 18 of Linden Place, at the former Lafayette School at 2265 Lafayette and rescind Ordinance 5145. None N/A Right -of -Way The applicant is requesting to vacate the alley within the former Lafayette School site, to the southerly line of 522 Colorado Street. The request would not appear to have a negative impact on the surrounding Page 23 of 464 Background Information: neighborhood as the alley is a "paper alley" — that is, the alley exists on paper, but was never actually built as a working alley. The former school building was built over the alley right-of-way in 1912. The City owns all of the property on both sides of the alley portion to be vacated. The request would not appear to have a negative impact on vehicular and pedestrian traffic movements in the area, as there is, nor was, any traffic utilizing the paper alley portion. There are no recreational trails in close proximity to the request, with the closest trail along the Cedar River to the south. The site has been zoned "R-1,RP " Planned Residence District since May 9, 2011. City staff requested many former school sites to be rezoned to the planned residence category to allow for proper redevelopment of the sites. The request to vacate would not require any buffering by ordinance standards. The proposed vacated right-of-way would not have an adverse impact on drainage in the area. The school was built in 1912 and became vacant in the 1980's. The school building was sold for development purposes multiple times, to no avail. The City took possession of the building in 2008 as the current owner had deemed it economically infeasible for redevelopment. The City plans to demolish the building in the next few years for redevelopment purposes, and has entered into a development agreement with Residential Partners LLC for the purpose of building new single-family homes on the site. This site is not located within any floodplain, as indicated by the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map 19013C0306F. Lafayette Park is located approximately 3 to 4 blocks to the west of the site. There is an 18" sanitary and 18" storm in Lafayette Street. There is an 8" sanitary and 12" storm in Colorado a portion of the way down, but not connecting to Lafayette Street. There is an 8" sanitary in Indian Street a portion of way down, but not connecting to Lafayette Street. There is a sanitary sewer stub in the alley portion to be vacated, so a utility easement will need to be retained. The Future Land Use Map designates the area as Low Density Residential, and this request would be in compliance with such designation. The site is located within the Primary Growth Area as designated on the Growth Area Map within the Comprehensive Plan. As the portion to be vacated has previously had a building upon it, they alley vacate would appear to be a good solution for options for future development. A sanitary sewer stub was put a part of the way into the alley portion for Page 24 of 464 Legal Descriptions: future development (utilizing rear of lots through easement for sanitary sewer service.) While staff would not like to see another new alley portion opened as a part of the development, an easement along the rear portions of the lots for sewer service would be acceptable. The City of Waterloo has taken possession of a number of former school sites to try and help bring new development and new infill to existing neighborhoods. This site is one of the project sites that Residential Partners LLC has an interest in building new single family housing upon. This vacate process would help in the layout and development of the site as a whole, and would not appear to have any negative impact upon the existing neighborhood. The alley portion to be vacated has not been used and the alley portion to the north would not appear to have heavy use or the need for thru-traffic onto Lafayette Street. Therefore, staff recommends approval of the request by the City of Waterloo to vacate a portion of the alley within Block 18 of Linden Place, located at the former Lafayette School at 2265 Lafayette Street, for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area, and would appear to be beneficial for redevelopment of the site. 2. The request would not appear to have a negative impact on vehicular and pedestrian traffic in the area. 3. The request is in accordance with the Comprehensive Plan and Future Land Use Map for this area and would allow for infill development of the site. 4. The request would appear to meet the requirements of the Zoning Ordinance. Subject to the following: 1. That an easement is retained for utility purposes over the vacated alley portion. This will allow for potential servicing of sewer from the rear of future lots to be developed. This action is being taken to redo the vacate to correct an error in the original legal description. The part of the 16 foot wide public alley in Block 18 of Linden Place lying Northerly of a line drawn between the Southeasterly corner of Lot 7 of said Bock 18 and the Southwesterly corner of Lot 8 of said Block 18 and lying Southerly of a line drawn between the Northeast corner of Lot 6 of said Block 18 and the Northwest corner of Lot 11 of said Block 18, City of Waterloo, Black Hawk County, Iowa with the retention of a utility easement over, under and upon the above described area. Page 25 of 464 November 27, 2012 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: REQUEST BY THE CITY OF WATERLOO TO VACATE A PORTION OF THE PUBLIC ALLEY LOCATED WITHIN BLOCK 18 OF LINDEN PLACE, AT THE FORMER LAFAYETTE SCHOOL AT 2265 LAFAYETTE STREET. City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703 The applicant is requesting to vacate the alley within the former Lafayette School site, to the southerly line of 522 Colorado Street. The request would not appear to have a negative impact on the surrounding neighborhood as the alley is a "paper alley" — that is, the alley existins on paper, but was never actually built as a working alley. The former school building was built over the alley right-of-way in 1912. The City owns all of the property on both sides of the alley portion to be vacated. The request would not appear to have a negative impact on vehicular and pedestrian traffic movements in the area, as there is, nor was, any traffic utilizing the paper alley portion. There are no recreational trails in close proximity to the request, with the closest trail along the Cedar River to the south. The site has been zoned "R-1,RP " Planned Residence District since May 9, 2011. City staff requested many former school sites to be rezoned to the planned residence category to allow for proper redevelopment of the sites. The request to vacate would not require any buffering by ordinance standards. The proposed vacated right-of-way would not have an adverse impact on drainage in the area. The school was built in 1912 and became vacant in the 1980's. The school building was sold for development purposes multiple times, to no avail. The City took possession of the building in 2008 as the current owner had deemed it economically infeasible for redevelopment. The City plans to demolish the building in the next few years for redevelopment purposes, and has entered into a development agreement with Residential Partners LLC for the purpose of building new single-family homes on the site. This site is not located within any floodplain, as indicated by the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map 19013C0306F. Lafayette Park is located approximately 3 to 4 blocks to the west of the site. LafayetteSchoolalleyvac.doc Page 1 Page 26 of 464 November 27, 2012 UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF RECOMMENDATION: There is an 18" sanitary and 18" storm in Lafayette Street. There is an 8" sanitary and 12" storm in Colorado a portion of the way down, but not connecting to Lafayette Street. There is an 8" sanitary in Indian Street a portion of way down, but not connecting to Lafayette Street. There is a sanitary sewer stub in the alley portion to be vacated, so a utility easement will need to be retained. The Future Land Use Map designates the area as Low Density Residential, and this request would be in compliance with such designation. The site is located within the Primary Growth Area as designated on the Growth Area Map within the Comprehensive Plan. As the portion to be vacated has previously had a building upon it, they alley vacate would appear to be a good solution for options for future development. A sanitary sewer stub was put a part of the way into the alley portion for future development (utilizing rear of lots through easement for sanitary sewer service.) While staff would not like to see another new alley portion opened as a part of the development, an easement along the rear portions of the lots for sewer service would be acceptable. The City of Waterloo has taken possession of a number of former school sites to try and help bring new development and new infill to existing neighborhoods. This site is one of the project sites that Residential Partners LLC has an interest in building new single family housing upon. This vacate process would help in the layout and development of the site as a whole, and would not appear to have any negative impact upon the existing neighborhood. The alley portion to be vacated has not been used and the alley portion to the north would not appear to have heavy use or the need for thru-traffic onto Lafayette Street. Therefore, staff recommends approval of the request by the City of Waterloo to vacate a portion of the alley within Block 18 of Linden Place, located at the former Lafayette School at 2265 Lafayette Street, for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area, and would appear to be beneficial for redevelopment of the site. 2. The request would not appear to have a negative impact on vehicular and pedestrian traffic in the area. 3. The request is in accordance with the Comprehensive Plan LafayetteSchoolalleyvac.doc Page 2 Page 27 of 464 November 27, 2012 and Future Land Use Map for this area and would allow for infill development of the site. 4. The request would appear to meet the requirements of the Zoning Ordinance. Subject to the following: 1. That an easement is retained for utility purposes over the vacated alley portion. This will allow for potential servicing of sewer from the rear of future lots to be developed. LafayetteSchoolalleyvac.doc Page 3 Page 28 of 464 City of Waterloo Planning, Programming and Zoning Commission November 27, 2012 = =►!AA. �■� C-2A I n»3el!1 R-3L..'_911■ II T i ih R-3,C -Z C-2 RA 1111111 I ILJ lJ L _I I i i i \i ALTAVISTAAVE. gl lllllll 111 IIIllllf I=H111111H 11111IIIIIIII� N 11I111111111111 "— IIIIIIF •IIIIII� z Ln r�� II II II III III I I N I e l I I l 12 Av�1 1 I 11 I_I I I_I I I lllllll H C-1 M-1 IL I R-3 A htlt AVE. Portion of Block 18 of Linden Place Alley Vacate City of Waterloo Page 29 of 464 City of Waterloo Planning, Programming and Zoning Commission November 27, 2012 Portion of Block 18 of Linden Place Alley Vacate City of Waterloo Page 30 of 464 NV E s , -� ,Jr./ Tim 150 75 0 150 erloo \° Feet City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 ❑ Offer to Vacate and Purchase City Right -of -Way ❑ Request to Vacate Easement, Vacate Sidewalk, or Encroachment Agreement ❑ Sale of City -Owned Property Applicant: City of Waterloo Address:_715 Mulberry Street Phone No.: 319-291-4366 General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): The alley located within Block 18 of Linden Place, adjacent to Lots 5-12. This is the location of the former Lafayette School at 2265 Lafayette Street. Legal description of area to be conveyed, vacated, or encroached: To be provided. 1. A non-refundable filing fee(s) shall be made as follows (cheeks payable to City of Waterloo): • Right-of-way vacation — One Hundred Seventy Five Dollar ($175.00) Filing Fee • Easement or sidewalk vacation — Seventy Five Dollar ($75.00) Filing Fee • Encroachment — One Hundred Dollar ($100.00) Filling Fee • Sale of city -owned property not required to be vacated —No Fee • Any request not meeting the Sale of Property Policy — One Hundred Dollar ($100.00) Fee 2. Offer Price*[Note: if the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land_within_5_yrs(&yrs i.nsideo.f_the.CURA.): _ • Costs (surveying & misc., demolition, remove of curbs, etc): Asking price Deductions — Value of Property: Offer Price for Entire Area: N/A Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s) has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: 5. Other: Please additional e a site l n andl6r a: rial)photo of the area to be vacated if the request involves -a"s reason for e quest. 11/13/2012 Applicant Date Page 31 of 464 Legal Description The part of the 16 foot wide public alley in Block 18 of Linden Place lying Northerly of a line drawn between the Southeasterly corner of Lot 7 of said Bock 18 and the Southwesterly corner of Lot 8 of said Block 18 and lying Southerly of a line drawn between the Northeast corner of Lot 6 of said Block 18 and the Northwest corner of Lot 11 of said Block 18, City of Waterloo, Black Hawk County, Iowa with the retention of a utility easement over, under and upon the above described area. Page 32 of 464 CITY OF WATERLOO Council Communication Resolution approving a request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway, West Shaulis Road, and a half (1/2) mile portion of newly constructed roadway, East Shaulis Road, located east of Ansborough Avenue and west of Hawkeye Road (Iowa Highway 21), and rescinding Resolution No. 2013-205. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 ATTACHMENTS: Description Type ❑ Council Packet Cover Memo AMENDMENT - ITEM REMOVED FROM AGENDA SUBJECT: Submitted by: Recommended Action: S ummary Statement: Expenditure Required: Source of Funds: Background Information: Backup Material Resolution approving a request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway, West Shaulis Road, and a half (1/2) mile portion of newly constructed roadway, East Shaulis Road, located east of Ansborough Avenue and west of Hawkeye Road (Iowa Highway 21), and rescinding Resolution No. 2013-205. Submitted By: Aric Schroeder, City Planner approval The Engineering Department has reviewed the naming of the street, and found there to be no conflicts with the proposed names of "East and West Shaulis Road" and recommends that the name be approved. none n/a Resolution naming and dedicating a one (1) mile portion of newly constructed roadway West Shaulis Road located East of Ansborough Avenue and west of Kimball Avenue, and a half (1/2) of newly constructed roadway East Shaulis Road located east of Kimball Avenue and west of Hawkeye Road (Iowa Highway 21), and to dedicate additional right-of-way for Ansborough Avenue located north of West Shaulis Road and South U.S. Highway 20, and to dedicate additional right-of-way for Shaulis Road located west of Ansborough Avenue in the City of Waterloo, Black Hawk County, Iowa and rescinding resolution 2013-205. The reason for this for this request is to correct an error in the original resolution that named East Shaulis from Ansborough Avenue to west of Hawkeye Road instead of east of Kimball Avenue to west of Hawkeye Road. Page 33 of 464 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: SURROUNDING LAND USE: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT HISTORY: FLOODPLAIN: January 8, 2013 Request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway West Shaulis Road and a half (1/2) mile portion of newly constructed roadway East Shaulis Road, Located east of Ansborough Avenue and west of Hawkeye Road (Highway 21). City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703 The City of Waterloo is requesting to name and dedicate a one (1) mile portion of newly constructed roadway that runs east to west between Ansborough Avenue and Kimball Avenue as West Shaulis Road and a half (1/2) mile portion of newly constructed roadway, Located east of Ansborough Avenue and west of Hawkeye Road (Highway 21) as East Shaulis Road. The request would not appear to have a negative impact upon the surrounding neighborhood, as there is very little development in the area. The construction of the 1.5 mile of East and West Shaulis road will benefit the area by completing the cities street grid and giving travelers another option for traveling east and west south of Highway 20, and more importantly it will serve to promote economic development in the area. As apart of the construction of the road, a recreational trail was installed on the north side of the road that connects to the trail along Shaulis road west of Ansborough Avenue, which connects, to the Sergeant Road Trail along Highway 63. The City of Waterloo has received a grant to continue the trail east of Highway 21, with the ultimate goal of connecting the trail to the Cedar Valley Nature Trail to the east. The surrounding land use consists of primarily active farmland. The land in question is zoned "A-1" Agricultural District and has been zoned as such since the adoption of the Zoning Ordinance. This request would not require any additional buffers and screening. The request for street naming and right-of-way dedication would not appear to have a negative impact upon drainage in the area. The majority of the surrounding area was developed in the early 1900s to the 1940s. The majority of the roadway is not in a special flood hazard area, but does have a drainage way and 100 year floodplain that crosses it. Shaulis St Street naming.doc Page 1 of 2 Page 34 of 464 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: January 8, 2013 The newly constructed Orange Elementary and Lichty Park are located to the south. The area is served by a 20" water main that was connected along the new roadway. However, there is no sanitary sewer or storm sewer, at this time. The Future Land Use Map (February 3, 2003) designates the area north of the roadway as Industrial. The proposed street naming and dedication would be consistent with that designation. The area south of the new roadway is designated as Agricultural, Residential The Engineering Department has reviewed the naming of the street, and found there to be no conflicts with the proposed names of "East and West Shaulis Road" and recommends that the name be approved. No subdividing of land is required for this request. Therefore, it is staff's recommendation that the street naming and dedication be approved for the following reason(s): 1. The Engineering Department has reviewed the request and concurs that naming and dedication of East and West Shaulis Road, as it does not conflict with any other street names and recommends approval. Shaulis St Street naming.doc Page 2 of 2 Page 35 of 464 City of Waterloo Planning, Programming and Zoning Commission January 8, 2013 R-1 ...... MM -- :ma laysiiielpl!! R-2 ■ R=3; R-P 1PiE'Ii-- I C 1,C=Z 111�■m tm ■ ■ ■I NI M■ . 'mom 1 arAM PAr .r c 1 _ c _Z 4 ►I 9111nA,� CAD C-P C-2,C-Z -1 R-2 II Au p R=4 -1-Cm1 ,C_Z� R-3 R-1,C Z R2 �'. R=3 1n m R-4 M-1 Shaulis Road Street Naming City of Waterloo Page 36 of 464 City of Waterloo Planning, Programming and Zoning Commission January 8, 2013 Portion of New Road To Be Named "West Shaulis Road" mosm.•=slmolm.n.nmerImIsnossIsmsomionossImmenneli Portion of New Road To Be Named "East Shaulis Road" Shaulis Road Street Naming City of Waterloo Page 37 of 464 Request to Dedicate and Name East and West Shaulis Road Standing at the intersection of Kimball Avenue looking west along West Shaulis Road. Standing at the intersection of Kimball Avenue looking east along East Shaulis Road. Page 38 of 464 Amended Council Agenda Item Council Meeting Monday, April 4, 2020 II1 Consent Agenda Item 1.A.4 Resolution approving a request by the City of Waterloo to name and dedicate a one (1) mile portion of newly constructed roadway, West Shaulis Road, and a half (1/2) mile portion of newly constructed roadway, East Shaulis Road, located east ofAnsborough Avenue and west ofHawkeye Road (Iowa Highway 21), and rescinding Resolution No. 2013-205. Reason: Staff have requested removing the item in order to correct an error. Page 39 of 464 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, form of contract, etc., and setting date of public hearing as April 20, 2020, in conjunction with the Ansborough Avenue Improvements Project from Black Hawk Road to Downing Avenue, and instruct City Clerk to publish said notice. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Traffic Operations Clerk Office ATTACHMENTS: Description o Plans ❑ Specifications ❑ Form of Contract SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Reviewer Greco, Sandie Higby, Nancy Action Approved Approved Type Cover Memo Cover Memo Cover Memo Date 3/30/2020 - 1:12 PM 3/31/2020 - 9:01 AM Resolution approving preliminary plans, specifications, form of contract, etc., and setting date of public hearing as April 20, 2020, in conjunction with the Ansborough Avenue Improvements Project from Black Hawk Road to Downing Avenue, and instruct City Clerk to publish said notice. Submitted By: Mohammad Elahi, Traffic Engineer Approve resolution. The project involves widening south leg of Ansborough Avenue at Downing to add a left turn lane and matching north leg of Ansborough which was widened as part of University Avenue reconstruction. It includes traffic signal improvements. Engineering cost estimate is $210,000.75 80% Iowa Clean Air Attainment Program Grant 20% G.O. Funds Goal 2 - Strategy 2.2 - Enlist all City departments and staff members to promote a safer community This is an Iowa Department of Transportation let project. Page 40 of 464 TOTAL PCC PAVEMENT WIDENING LETTING DATE DOT: PROJECT NUMBER STP-A-8155(757)--86-07 03-17-20 CITY PROJECT NUMBER: TOF-284 c� SECTION 404 PERMIT AND CONDITIONS This Data Entry Sheet fills Tab 281-1 effective 10-15-13 Construct this project according to the requirements of U.S. Army Corps of Engineers Nationwide Permit No. 14, Permit No.CEMVR-OD-P-2013-1700, A copy of this permit is available from the Iowa DOT website (httplrenvpermits.iowadot.govfCMEPortalENV;Home.aspx)_ The U.S. Army Corps of Engineers reserves the right to visit the site without prior notice. LOCATION MAP -falls nve a • -7/, Sapery A4e aSager Ave 0av!10:g Ave STA 97+04.71 PROJECT LOCATION corder: Ave - Huntington 6d. STA 93+99.98 thole -AYc Hawk ad 7.4 Un iveruby Ave Wiling AAe aiao. 1/.1 4 re2A University An a a 0,w s rinp0 INIrrin 5et�+e ileber-Aye W 3rd St !till �p 7 14Ingsiey Ava . Carreabcll Ave a ammimom i111i11>f 11I 7111■EI■■■■1111 e �1111EI ■111l1ir simmummomum MIII•■I•■EN111 IOWADOT PLANNING, PROGRAMMING AND MODAL DIVISION PLANS OF PROPOSED IMPROVEMENT ON THE BAN ROA C SYSTEM HR 0 Q ANSBOROUGH AVENUE IMPROVEMENTS BLACK HAWK ROAD TO DOWNING AVENUE PCC PAVEMENT WIDENING SCALES: As Noted STP-A-8155(757)--86-07 Refer to the Proposal Form for list of applicable specifications. Value Engineering Saves. Refer to Article 1105.15 of the Specifications. This road will be open to through traffic during construction. Local Traffic to adjacent properties will be maintained as provided in Article 1107.09, 2015 Standard Specifications plus current Supplemental Specifications. Traffic Control devices, procedures, layouts, signing and pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" as adopted by the Department per 761 of the Iowa Administrative Code (IAC) Chapter 130. IOWAW ONE CALL Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378.1401 lax 319.378.1975 AMENT DESIGN 625 32ND AVENUE SW CEDAR RAPIDS, IA 52404 PHONE: (319)-378-1401 42 PROJECT IDENTIFICATION NUMBER PROJECT NUMBERS STP-A-8155(757)--86-07 TOF-284 INDEX OF SHEETS NO. DESCRIPTION A.01 TITLE SHEET A.02 LEGEND AND DESIGN INFORMATION B.01-B.02 TYPICAL SECTIONS B.03 CONSTRAINTS AND PLANS B.04-B.05 GENERAL AND UTILITY NOTES C.01 ESTIMATED QUANTITIES C,02 ESTIMATE REFERENCE INFORMATION C,03-C.05 QUANTITY TABULATIONS D.01-D.02 PLAN VIEW E.01-E.02 REMOVAL PLAN G.01 HORIZONTAL ALIGNMENT J.01-J.02 TRAFFIC CONTROL PLAN N.01-N.18 TRAFFIC SIGNAL PLANS P.01 PAVEMENT MARKING PLAN R.01-R.02 STORMWATER POLLUTION PREVENTION PLAN R.03 EROSION CONTROL PLAN SHEETS S.01 SIDEWALK COMPLIANCE 0�1\1\\\\t"`ESS �Q/////72U� Q�oc •�Yq�i�� \V��'•••MICH•AEL G.••',QC)/ E.Z • DRYDEN • Z c 4W1• 11440 (.) •• • ^2 ).• • .4\ \� 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. Q""-o -e 0` ' 12/16/19 MICHAEL G. DRYDEN, PE License Number: 11440 My license renewal date is December 31, 2020 Pages or sheets covered by this seal: ENGINEER:AMENT DESIGN ENGLISH CITY OF WATERLOO BLACK HAWK COUNTY p age 41 of 464 PROJECT NUMBERS: DOT: STP-A-8155(757)--86-07 CITY OF WATERLOO: TOF-284 SHEET NUMBER A.01 LEGEND EXISTING DESCRIPTION PROPOSED RIGHT OF WAY EASEMENT TEMPORARY EASEMENT PROPERTY LINE CONSTRUCTION LIMIT BUILDING LINE ELECTRICAL FIBER OPTIC LINE GAS SANITARY SEWER STORM SEWER TELEPHONE WATERMAIN FENCE LINE TELEVISION RAILROAD FLARED END SECTION CATCHBASIN• INLET INTAKE SANITARY MANHOLE STORM MANHOLE UTILITY MANHOLE WATER VALVE VALVE VAULT HYDRANT WATER SERVICE BOX GAS VALVE• LIGHT FIXTURE STREET LIGHT POWER POLE TELEPHONE PEDESTAL ELECTRIC PEDESTAL EAS a5 TES TES a5 - PL PL PL PL - ///////////////// ///////////////// FOP FOP MP FOP E E E E FOP FOP —o a a a G - sAN _AN MN SW S1 — ST ST ST ST - IEL IEL IEL m TEL XL m • • w w w • ■ — _x x x x — —,r ,r ry r r - RR RR RR- — RR RR RR RR — 0 0 O O OU O rl O O OU 0 �- ►t '' 3 T T E E DRAWN BY: ARB MGD EXISTING DESCRIPTION PROPOSED CABLE PEDESTAL C C o SIGN o°o'o°o`o DETECTABLE WARNING MD ELEVATION GRADE CONTOUR FLOW ARROW —Li`—► 0 HIGH POINT TREE (DECIDUOUS) HP i I , • TREE (EVERGREEN) TREE LINE LANDSCAPING EDGE CD SHRUB CD RETAINING WALL GUARDRAIL w-w-w-w-w-. GUY WIRE / ANCHOR > MAILBOX P RR RAILROAD CROSSING RR ANSBOROUGH AVENUE DESIGN INFORMATION ROADWAY CLASSIFICATION: MINOR ARTERIAL DESIGN SPEED: 35 MPH AADT 2014: 9300 DESIGN STORMS INTAKE SPACING: 5 YEAR DESIGN STORMS PIPE SIZING: 10 YEAR DATE: March 01, 8:46am APPROVED BY: Cover Sheet.dwg I A.02 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 lax 319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Legend and Design Information AMENT PROJECT NUMBER: SHEET NO. A.02 29' 12.5' VARIES 49' TO 58' 11' PROFILE GRADE 11' 11' VARIES 20' TO 29' FULL DEPTH SAWCUT BT-4 JOINT (TYP.) TYPICAL CROSS SECTION ANSBOROUGH AVENUE STA 93+99.98 TO STA 95+77.85 VARIES 3.5 TO 12.5' VARIES 2.5' TO 11.5' 2.5% 8.5" PCC PAVEMENT 6" MODIFIED SUBBASE b SUBGRADE DRAINABLE BACKFILL ------- 6" SUBDRAIN AT BACK OF CURB VARIES 12' TO 11' 6" INTEGRAL CURB GEOGRID 2'-0 CURB & GUTTER FULL DEPTH SAWCUT & RD JOINT. MODIFIED SUBBASE TYPICAL SECTIONS ANSBOROUGH AVENUE AT DOWNING STREET WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: Page 43 of 464 B.01 OF 58' 29' 12.5' 11' PROFILE GRADE 11' 11' FULL DEPTH SAWCUT BT-4 JOINT (TYP.) TYPICAL CROSS SECTION ANSBOROUGH AVENUE STA 95+77.85 TO STA 97+15 29' 12.5' 11.5' 2.5% 8.5" PCC PAVEMENT SUBGRADE DRAINABLE BACKFILL 6" SUBDRAIN AT BACK OF CURB. 11 2' 11' 6" INTEGRAL CURB 8' +/- ri GEOGRID 2'-0 CURB & GUTTER FULL DEPTH SAWCUT & RD JOINT. MODIFIED SUBBASE TYPICAL SECTIONS ANSBOROUGH AVENUE AT DOWNING STREET WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: Page 44 of 464 B.02 OF 232-10 Modified EMERALD ASH BORER Dispose of all wood material generated as a result of clearing and/or grubbing according to the Iowa Department of Agriculture and Land Stewardship's Emerald Ash Borer (EAB) Quarantine Order. For more information refer to http://www.iowatreepests.com/eab regulations.html. EROSION CONTROL (SELECTIVE CLEARING) This Data Entry Sheet fills Tab 232-6 effective 10-18-11 Selective clearing will be required on this project. Do not remove any trees outside of the construction limits without the Engineer's approval. SIDEWALK CONSTRAINTS This Data Entry Sheet fills Tab 290-01 effective 04-15-14 1. Widths: Widths listed in the S sheets are minimums. 2. Cross Slopes: Construct all sidewalks, curb ramps, and landings/tuming spaces at a target cross slope of 1.5%. Cross slopes exceeding 2.0% will not be allowed, except for areas tying into existing pavement. In these areas, transition from existing pavement cross slope to a cross slope of less than 2.0% within one panel at a rate not to exceed 1.0% per foot. 3. Longitudinal Slopes: a. Sidewalk: i. Roadway slope exceeds 5.0%: Sidewalk longitudinal slope exceeding the roadway slope by more than 2.0% will not be allowed. ii. Roadway slope 5.0% or less: Sidewalk longitudinal slope exceeding 5.0% will not be allowed. b. Ramps: i. Ramps 15.0' in length or less: Longitudinal slope exceeding 8.3% will not be allowed. ii. Ramps greater than 15.0' in length: Construct with the longitudinal slope necessary to conform to the design. 4. Landing/Turning Spaces: Longitudinal slopes exceeding 2.0% will not be allowed. STANDARDROAD PLANS The following Standard Road Plans shall be considered applicable to construction work on this project. NUMBER DATE SHEETS 11TLE BA-401 10/15/19 4 Temporary Barrier Rail (Precast Concrete) BA-500 04/19/16 2 Temporary Crash Cushions Sand Barrel DR-101 04/18/17 1 Pipe Culvert (Bedding and Backfill) DR-102 04/21/15 1 Pipe Culvert (Cover and Camber) DR-103 04/21/15 1 Pipe Culvert (Installation Details) DR-104 04/19/16 1 Depth of Cover Tables for Concrete and Corrugated Pipe DR-121 10/17/17 2 Connected Pipe Joints DR-122 10/18/16 1 Construction of Type "C' Concrete Adaptors for Pipe Culvert Connections DR-141 04/18/17 1 Pipe Bends and Half Pipe DR-142 04/21/15 1 Culvert Pipe Tee Sections DR-202 04/21/15 3 Low Clearance Concrete Pipe Aprons DR-303 10/17/17 2 Subdrains (Longitudinal) EC-103 04/21/15 1 Wood Excelsior Mat for Slope Protection EC-201 10/15/19 3 Silt Fence EW-103 10/20/15 1 Embankment Subgrade Treatment, Moisture Density Control and Special Compaction MI-210 10/20/15 2 PCC Driveways and Alleys MI-220 10/20/15 3 Detectable Wamings and Pedestrian Ramp PM-110 10/16/18 3 Line Types PM-111 04/21/15 2 Symbols and Legends PV-101 04/16/19 8 Joints PV-102 10/18/16 2 PCC Curb Details PV-103 04/19/11 1 Manhole Boxouts in PCC Pavement PV-104 04/19/11 1 Ramped Median Nose PV-201 10/15/19 1 Manhole Boxouts in HMA Pavement and HMA Overlays SI-101 04/19/16 1 Locations - Type 'A' Signs SI-131 10/18/16 1 Installation - Type 'A' Signs SI-882 10/18/16 2 Special Signs for Restricted Width Traffic Control Zones SW-101 04/17/18 1 Trench Bedding and Backfill Zones SW-102 04/16/19 2 Rigid Gravity Pipe Trench Bedding SW-103 04/16/19 1 Flexible Gravity Pipe Trench Bedding SW-211 04/17/18 1 Special Pipe Connections for Storm Sewer SW-303 04/17/18 1 Sanitary Sewer Manhole over Existing Sewer SW-401 04/17/18 1 Circular Storm Sewer Manhole SW-402 04/17/18 2 Rectangular Stoml Sewer Manhole SW-404 04/17/18 2 Rectangular Base/Circular Top Storm Sewer Manhole SW-501 04/17/18 1 Single Grate Intake SW-504 04/17/18 2 Single Grate Intake with Flush -Top Manhole SW-507 04/17/18 2 Single Open -Throat Intake, Small Box SW-509 04/17/18 2 Double Open -Throat Curb Intake, Small Box SW-510 04/17/18 2 Double Open -Throat Curb Intake, Large Box SW-512 04/17/18 2 Circular Area Intake SW-513 04/17/18 1 Open -Sided Area Intake SW-514 04/17/18 3 Boxouts for Grate Intakes SW-550 04/17/18 1 Alternate Construction Method (SW-508 and SW-510 Intake) SW-602 04/21/15 2 Castings for Storm Sewer Manholes SW-603 10/16/18 2 Castings for Grate Intakes SW-604 04/17/18 2 Castings for Area Intakes TC-1 10/15/19 1 Work Not Affecting Traffic (Two -Lane or Multi -Lane) TC-81 10/15/19 1 Restricted Width Signing (Less Than 14.5 Feet) TC-211 10/15/19 1 Lane Closure on Low Volume Roadway TC-212 10/15/19 1 Spot Location Lane Closure with Flaggers TC-213 10/15/19 1 Lane Closure with Flaggers TC-231 10/15/19 1 Slow Moving Vehicle Operating in the Traffic Lane TC-251 10/15/19 1 Temporary Road Closure TC-252 04/19/16 3 Routes Closed to Traffic TC-402 04/21/15 1 Shoulder Closure (Multi -Lane) _ TC-418 10/15/19 1 Lane Closure on Divided Highway TC-419 10/16/18 1 Lane Closure on Undivided Highway TC-421 10/15/19 1 Lane Closure with TBR TC-423 04/16/19 1 Closure of Two Adjacent Lanes on Undivided Highway TC-429 10/16/18 1 Closure of Continuous Two -Way Left Turn Lane and Adjacent Lane TC-431 10/17/17 1 Slow Moving Vehicle Operating in the Traffic Lane TC-433 10/17/17 3 Pavement Marking Operations TC-601 10/15/19 2 Pedestrian Detour TC-602 10/15/19 1 Sidewalk Diversion DRAWN BY: ARB DATE: September 17, 2:17pm APPROVED BY: Cover Sheet.dwg I B.03 MGD NO REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Constraints and Plans AMENT PROJECT NUMBER: SHEET NO. B.03 CITY OF WATERLOO CITY FORESTER (319) 291-4370 FIRE (319) 291-4460, EMERGENCY 911 POLICE (319) 291-4340, EMERGENCY 911 DISPATCH (319) 291-2515 PUBLIC WORKS (319) 291-4267 SANITARY & STORM SEWER (319) 291-4553 TRAFFIC (319) 291-4440 WATER (319) 232-6280 IOWA ONE CALL 811 UTILITIES AT&T (319) 250-4085 CENTURY LINK (319) 226-3294 JOINT COMMUNICATIONS NETWORK (319) 286-5491 CITY OF WATERLOO LEISURE SERVICES (319) 291-4370 MEDIACOM (855) 633-4226, EXT. 354 MIDAMERICAN ENERGY (888) 427-5632 TABLE OF QUALITY LEVEL OF UTILITY INVESTIGATION IN ACCORDANCE WITH Cl/ASCE 38-02 UTILITY OWNER QUALITY LEVEL TELEPHONE DUCTS (UNDERGROUND) CENTURYLINK C ELECTRIC POLES MIDAMERICAN ENERGY A UNDERGROUND POWER MIDAMERICAN ENERGY C FIBER OPTIC CENTURYLINK C EXISTING SANITARY AND STORM SEWER CITY OF WATERLOO B EXISTING WATER MAIN CITY OF WATERLOO B GAS MAIN MIDAMERICAN ENERGY C EXISTING TRAFFIC SIGNAL FIXTURES CITY OF WATERLOO B EXISTING TRAFFIC SIGNAL CONDUITS CITY OF WATERLOO NONE CABLE TV CENTURYLINK, MEDIACOM C THESE DESIGN DRAWINGS INCORPORATE UNDERGROUND UTILITY INFORMATION BASED UPON SUBSURFACE UTILITY ENGINEERING PRACTICES AND STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02). UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15-MM VERTICAL AND TO APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS. UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. GENERAL NOTES 1. INSPECTION WILL BE PROVIDED BY AMENT DESIGN IN COOPERATION WITH THE WATERLOO PUBLIC WORKS DEPARTMENT CONSTRUCTION ENGINEERING DIVISION. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION. 2. DIMENSIONS, STREET LOCATIONS, UTILITIES AND GRADING ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED TO THE CITY INSPECTOR. 3. CONFINE ALL CONSTRUCTION ACTIVITY TO THE CONSTRUCTION LIMITS UNLESS OTHERWISE AUTHORIZED BY THE CITY. ALL EASEMENT LIMITS SHALL BE FIELD MARKED AND PROTECTED BY THE CONTRACTOR. 4. DO NOT STORE EQUIPMENT AND/OR MATERIALS WITHIN PUBLIC RIGHT-OF-WAY ON STREETS AND/OR ALLEYS OPEN TO TRAFFIC. CONTRACTOR SHALL PROVIDE AREAS AS NEEDED FOR STORAGE OF EQUIPMENT AND/OR MATERIALS. 5. IF THE CONTRACTOR OBTAINS ADDITIONAL EASEMENTS FOR STORAGE OF EQUIPMENT AND MATERIALS, COPIES OF AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE CITY. 6. WHERE CONTRACTOR EQUIPMENT IS OPERATED ON ANY PORTION OF THE PAVEMENT OR STRUCTURES USED BY TRAFFIC ON OR ADJACENT TO THE SECTION UNDER CONSTRUCTION, THE CONTRACTOR SHALL CLEAN THE PAVEMENT OF ALL DIRT AND DEBRIS AT THE END OF EACH DAY'S OPERATIONS, AND AT OTHER TIMES AS DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY INCLUDING FENCING AND SIGNAGE ON SITE AND SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL STATE REGULATIONS REGARDING AIR, WATER AND NOISE POLLUTION. 9. WHERE SECTION OF SUBSECTION MONUMENTS, BENCHMARKS, RIGHT-OF-WAY PINS, OR IRON PIPE MONUMENTS ARE ENCOUNTERED, THE CITY SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED OR DISTURBED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL MONUMENTS UNTIL THE CITY AND AUTHORIZED SURVEYOR, OR AGENT, HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR HAVING AN AUTHORIZED SURVEYOR RE-ESTABLISH ANY MONUMENTS UNNECESSARILY DESTROYED BY CONTRACT OPERATIONS. 10. FULL DEPTH SAW CUT EXISTING PAVEMENTS PRIOR TO REMOVALS. THIS IS INCIDENTAL TO REMOVALS PAY ITEMS. 11. REMOVE EXISTING PAVEMENT TO THE NEAREST JOINT OR AS DIRECTED BY THE ENGINEER. 12. PROTECT EXISTING FACILITIES, TREES AND OTHER APPURTENANCES NOT TO BE REMOVED FROM THE SITE DURING CONSTRUCTION. 13. COORDINATE CONSTRUCTION TO MINIMIZE DISRUPTIONS TO THE ADJACENT PROPERTIES. REPAIR AND RESTORE ANY AREAS DISTURBED BY CONSTRUCTION OUTSIDE OF THE CONSTRUCTION LIMITS AT THE CONTRACTOR'S EXPENSE. 14. DURING CONSTRUCTION, USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM WORK AND STAGING AREAS. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS, OR APPROVED BY THE ENGINEER. DUST CONTROL MEASURES ARE CONSIDERED INCIDENTAL. 15. THE CONTRACTOR SHALL ASSIST THE PROJECTS INSPECTOR WITH DAILY RECORD KEEPING INCLUDING DOCUMENTING ALL NECESSARY FIELD LOCATIONS AND MEASUREMENTS. THE CONTRACTOR IS REQUIRED TO ATTEND FINAL AND INTERMEDIATE INSPECTIONS OF THE PROJECT AND IS RESPONSIBLE FOR OPENING ALL MANHOLES FOR INSPECTION. 16. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH CITY STAFF TO AVOID CONFLICTS WITH CITY EVENTS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR COORDINATING SCHEDULES AROUND EVENTS. 17. CONTRACTOR SHALL CLOSE THE SIDEWALK AND CROSSWALK ON THE SOUTH SIDE OF DOWNING AVENUE IN ACCORDANCE WITH SUDAS STANDARD DETAIL NO. 8030.119, "CLOSURE OF MARKED OR UNMARKED CROSSWALK" DATED 10/17/17. DRAWN BY: ARB DATE December 16, 2:12pm APPROVED BY: Cover Sheet.dwg I B.04 MGD NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 fax 319.378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa General and Utility Notes AMENT PROJECT NUMBER: SHEET NO. B.04 GENERAL UTILITY NOTES 1. REFER TO TABULATION OF UTILITY GRADE LEVELS IN ACCORDANCE WITH Cl/ASCE 38-02 IN THESE DRAWINGS FOR INFORMATION REGARDING DEPICTION OF EXISTING SUBSURFACE UTILITIES. THE CONTRACTOR MUST VERIFY ACTUAL LOCATIONS IN THE FIELD. 2. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE CALL (1-800-292-8989) NOT LESS THAN 48 HOURS PRIOR TO EXCAVATION, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 3. UTILITY LOCATIONS AND DEPTHS WERE PLOTTED FROM INFORMATION FURNISHED BY THE VARIOUS UTILITY COMPANIES AND THEIR ACCURACY SHOULD BE CONSIDERED APPROXIMATE. NO RESPONSIBILITY IS ACCEPTED FOR THE LOCATIONS AS SHOWN OR THAT ALL UTILITY FACILITIES ARE SHOWN. 4. UTILITY LOCATIONS SHOWN IN THE PLANS ARE APPROXIMATE. UNLESS NOTED OTHERWISE, THEY REPRESENT LOCATIONS PRIOR TO ANY UTILITY RELOCATIONS REQUIRED TO ACCOMMODATE PROPOSED CONSTRUCTION. GAS VALVES AND RELATED FIXTURES, TELEPHONE PEDESTALS AND RELATED FIXTURES, UTILITY MANHOLES, POWER POLES, AND STREET LIGHT POLES SHALL BE RELOCATED BY THE UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE OWNERS OF THESE UTILITIES IN THEIR REMOVAL AND REARRANGEMENT OPERATIONS SO WORK MAY PROGRESS IN A REASONABLE MANNER, DUPLICATION OF REARRANGEMENT WORK MAY BE REDUCED TO A MINIMUM, AND SERVICES RENDERED BY THOSE PARTIES WILL NOT BE UNNECESSARILY INTERRUPTED. WHERE INDICATED IN THE CONTRACT DOCUMENTS, PROVIDE TRAFFIC CONTROL AND COORDINATE SCHEDULING OF UTILITY RELOCATIONS. SCHEDULE UTILITY RELOCATIONS TO AVOID DELAY TO CONTRACTOR OPERATIONS. THE COST FOR LOCATING EXISTING UTILITIES, COORDINATING RELOCATION WORK, PROVIDING TEMPORARY SUPPORTS, AND STAGING CONSTRUCTION TO ACCOMMODATE THE RELOCATION OF UTILITIES IS CONSIDERED INCIDENTAL TO CONSTRUCTION. 5. THERE MAY BE ABANDONED UTILITIES WITHIN THE CONSTRUCTION LIMITS NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONFIRM SAID UTILITIES ARE ABANDONED. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THESE LINES AS NECESSARY FOR CONSTRUCTION. 6. CONTRACTOR SHALL CONFIRM ASSUMED DEPTHS OF UTILITIES AND PROTECT THEM AS NECESSARY DURING CONSTRUCTION. 7. CONTRACTOR SHALL VERIFY SANITARY AND STORM SEWER PIPE SIZES AND INVERTS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MANHOLES AND/OR PIPE. NO ADDITIONAL PAYMENT SHALL BE MADE TO THE CONTRACTOR FOR MATERIAL THAT IS ORDERED AND DOES NOT MATCH PIPE SIZES AND INVERTS THAT ARE TO BE CONFIRMED PRIOR TO CONSTRUCTION. 8. AT POINTS WHERE THE CONTRACTOR'S OPERATIONS ARE ADJACENT TO FACILITIES OF UTILITY COMPANIES, DAMAGE TO WHICH MIGHT RESULT IN CONSIDERABLE EXPENSE, LOSS, OR INCONVENIENCE, WORK SHALL NOT COMMENCE UNTIL ALL ARRANGEMENTS NECESSARY FOR THE PROTECTION THEREOF HAVE BEEN MADE. 9. IN THE EVENT OF INTERRUPTION OF UTILITY SERVICES AS A RESULT OF ACCIDENTAL BREAKAGE OR AS A RESULT OF BEING EXPOSED OR UNSUPPORTED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE PROPER AUTHORITY AND SHALL COOPERATE WITH SAID AUTHORITY IN THE RESTORATION OF SERVICE. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 10. REPAIR ALL FIELD/DRAIN TILES ENCOUNTERED DURING CONSTRUCTION AS SPECIFIED OR AT A MINIMUM TO ALLOW FLOW USING LIKE MATERIAL IN NEW CONDITION WITH CITY APPROVED CONNECTIONS. THE CONTRACTOR SHALL RECORD EXISTING TYPE, SIZE, LOCATION AND DEPTH OF ALL FIELD/DRAIN TILES ENCOUNTERED AND REPAIRED DURING CONSTRUCTION. PROVIDE DATA TO THE CITY FOR INCORPORATION INTO RECORD DRAWINGS. 11. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR ANY VARIANCE FROM THE APPROVED PLAN. MGD DRAWN BY: ARB DATE. September 17, 2:18pm APPROVED BY: Cover Sheet.dwg I B.05 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378.1401 fax 319.378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa General and Utility Notes AMENT PROJECT NUMBER: SHEET NO. B.05 ITEM NO. ITEM CODE DESCRIPTION UNTS ESTIMATED QUANTITY 1 2102-2710070 EXCAVATION. CLASS 10. ROADWAY AND BORROW CY 540 2 2105-8425005 TOPSOIL. FURNISH A ND SPREAD CY 65 3 2115-0100000 MODIFIED SUBBASE CY 114.7 4 2123-7450020 SHOULDER FINISHING. EARTH STA 3.08 5 2301-1033085 STANDARD OR SLIP FORM FORTLAND CEMENT CONCRETE PAVEMENT. CLASS C. CLASS 3 DURABILITY. 8.5 IN. SY 323.9 6 2301-6911722 FORTLAND CEMENT CONCRETE PAV EMENT SAMPLES LS 1 7 2401-6745910 REMOVAL OF SIGN EACH 1 8 2435-0250900 INTAKE. SW-509 EACH 1 9 2435-0600010 MANHOLE ADJUSTMENT. MINOR EACH 1 10 2502-8213206 SUBDRAIN. FVC. STANDARD. PERFORATED. 6 IN. LF 270 11 2502-8221303 SUBDRAIN OUTLET. DR-303 EACH 2 12 2503-0114218 STORM SEWER GRAV ITY MA IN. TRENCHED. REINFORCED CONCRETE PPE (RCP). 2000D (CLASS III). 18 IN. LF 9 13 2503-0200036 REMOV E STORM SEWER PIPE LESS THA N OR EQUAL TO 36 IN. LF 10 14 2510-6745850 REMOV A L OF PAVEMENT SY 520 15 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 3 16 2511-6745900 REMOVAL OF SIDEWALK SY 39 17 2511-7526004 SIDEWALK, P.C. CONCRETE. 4 IN. SY 14.7 18 2511-7526006 SIDEWALK. P.C. CONCRETE. 6 IN. SY 21.4 19 2511-7528101 DETECTABLE WARNINGS SF 30 20 2512-1725206 CURB AND GUTTER. P.C. CONCRETE. 2.0 FT. LF 221.6 21 2515-2475006 DRIVEWAY. P.C. CONCRETE. 6" SY 185 22 2525-0000100 TRAFFIC SIGNALIZATION LS 1 23 2527-9263124 PERMANENT TA PE MARKINGS. PREFORMED POLYMER TAPE MARKING STA 24.52 24 2527-9263137 PA INTED SYMBOLS AND LEGENDS. WATERBORNE OR SOLV ENT -BASED EACH 3 25 2528-8400048 TEMPORARY BARRIER RAIL. CONCRETE LF 325 26 2528-8445110 TRAFFIC CONTROL LS 1 27 2528-8445113 FLA GGERS EACH 10 28 2533-4980005 MOBILIZATION LS 1 29 2551-0000110 TEMP CRASH CUSHION EACH 2 30 2599-9999005 INTAKE PROTECTION EACH 1 31 2599-9999005 MAINTENANCE OF INTAKE PROTECTION EACH 1 32 2599-9999005 REMOVAL OF INTAKE PROTECTION EACH 1 33 2599-9999017 TEMRJRARY PAVEMENT MARKINGS STA 23 34 2599-9999018 SUBGRA DE PREPARATION SY 960 35 2601-2634105 MULCHING. BONDED FIBER MATRIX ACRE 0.40 36 2601-2636044 SFFDING AND FERTILIZING (URBAN) ACRE 0.40 37 2602-0000020 SILT FENCE LF 325 38 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 325 39 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 325 40 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE. 9 IN. DIA . LF 325 41 2602-0000350 REMOV A L OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 325 42 2602-0010010 MOBILIZATION. EROSION CONTROL EACH 4 43 2602-0010020 MOBILIZATION. EMERGENCY EROSION CONTROL EACH 1 MGD DRAWN BY: ARB DATE: December 16, 3:18pm APPROVED BY: Cover Sheet.dwg I C.01 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378.1401 fax 319•378• 1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Estimated Quantities AMENT PROJECT NUMBER: SHEET NO. 0.01 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE ITEM ITEM DESCRIPTION Multiple Items All PCC and HMA paving and structural concrete items. Certified Plant Inspection by Contractor per Section 2512 shall be required. 1 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW See tabulation on sheet C.03. Payment for this contract item shall be based on plan quantity. Based on a 25% shrink factor, of the approximately 540 CY of excavated material. 2 2105-8425005 TOPSOIL, FURNISH AND SPREAD Payment for this contract item shall be based on plan quantity. Quantity is based on an average thickness of 6 inches of topsoil to be spread to a thickness of 6". 3 2115-0100000 MODIFIED SUBBASE See "B" Sheets. See tabulation on C.04. 4 2123-7450020 SHOULDER FINISHING, EARTH Payment for this contract item shall be based on plan quantity. 5 2301-1033085 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8.5 IN. See tabulation on sheet C.04. See "D" Sheets. Maturity method shall be used for determining time for opening pavement for use. Contractor shall perform maturity testing. Certified Plant Inspection by Contractor per Section 2512 shall be required. 7 2401-6745910 REMOVAL OF SIGN Item includes removal and salvaging of signs and sign assemblies, including post or posts on which signs are mounted, unless indicated otherwise. Multiple signs mounted on one or more posts will be counted as one unit. Engineer will determine by count the quantity of signs to be removed. For quantity by count and signs removed, Contractor shall be paid the contract unit price. . See Sheet "E.02". All removed signs and posts shall be stockpiled on site for pick up by City personnel. Contractor shall notify Engineer at least 24 hours in advance of removing any sign installation. 8 2435-0250900 INTAKE, SW-509 See Sheet D.10. 9 2435-0600010 MANHOLE ADJUSTMENT, MINOR See Sheet D.02. 10 2502-8213206 SUBDRAIN, PVC, STANDARD, PERFORATED, 6 IN. See tabulation on Sheet C.04. 11 2502-8221303 SUBDRAIN OUTLET, DR-303 See tabulation on Sheet C.04. 12 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 18 IN. See tabulation on Sheet C.04. 13 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. See tabulation on Sheet C.04. See "E" sheets. 14 2510-6745850 REMOVAL OF PAVEMENT See tabulation on Sheet C.04. See "E" sheets. 15 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES See tabulation on Sheet C.05. See "E" sheets. 16 2511-6745900 REMOVAL OF SIDEWALK See tabulation on Sheet C.05. See "E" sheets. Sidewalk to be removed is approximately 4" thick p.c. concrete. 17 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. See tabulation on Sheet C.05. See "D" sheets. Certified Plant Inspection by Contractor per Section 2512 shall be required. 18 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. See tabulation on Sheet C.05. See "D" sheets. Certified Plant Inspection by Contractor per Section 2512 shall be required. 19 2511-7528101 DETECTABLE WARNINGS See tabulation on Sheet C.05. See "D" sheets. Color to be red. 20 2512-1725206 CURB AND GUTTER, P.C. CONCRETE, 2.0 FT. See tabulation on Sheet C.05. See "D" Sheets. Certified Plant Inspection by Contractor per Section 2512 shall be required. 21 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6" See "D" sheets. Certified Plant Inspection by Contractor per Section 2512 shall be required. 22 2525-0000100 TRAFFIC SIGNALIZATION See tabulation on Sheet N.02. See "N" sheets. Connection to existing handholds shall be incidental. 23 2527-9263124 PERMANENT TAPE MARKINGS, PREFORMED POLYMER TAPE MARKING See tabulation on Sheet C.03. See "P" sheets. DRAWN BY: ARB APPROVED BY: MGD NO. ESTIMATE REFERENCE INFORMATION ITEM ITEM CODE NO. ITEM ITEM DESCRIPTION 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED See tabulation on Sheet C.03. See "P" sheets. 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE See "J" sheets. 2528-8445110 TRAFFIC CONTROL See J.01 & J.02 for Traffic Control requirements. All temporary signage is incidental to bid item. 2528-8445113 FLAGGERS Flaggers shall only be used with the permission of the ENGINEER. 2551-0000110 TEMP CRASH CUSHION 2599-9999005 INTAKE PROTECTION See "J" Sheets. Work applies to each proposed intake. See "R" sheets including special provisions. 2599-9999005 MAINTENANCE OF INTAKE PROTECTION Work applies to each proposed intake. See "R" sheets including special provisions. 2599-9999005 REMOVAL OF INTAKE PROTECTION Work applies to each proposed intake. See "R" sheets including special provisions. 2599-9999017 2599-9999018 TEMPORARY PAVEMENT MARKINGS SUBGRADE PREPARATION Includes all labor, materials, tools and equipment to install and remove temporary pavement markings. Measurement shall be based on the actual length of temporary pavement markings installed. Painted markings shall meet the requirements of Section 2527. See tabulation of Sheet C.05. Includes all labor, materials, tools and equipment to grade subgrade to correct line and grade in accordance with Section 2109, prior to the placement of modified subbase. Measurement shall be based on the actual area of subgrade prepared for paving. 2601-2634105 2601-2636044 MULCHING, BONDED FIBER MATRIX SEEDING AND FERTILIZING (URBAN) Hydraulic mulching will be required. See tabulation on Sheet C.05. Payment for this item shall be based on plan quantity. No measurements will be made. Hydraulic seeding will be required. See tabulation on Sheet C.05. Payment for this item shall be based on plan quantity. No measurements will be made. 2602-0000020 SILT FENCE Silt fence may be required by construction, soil, or weather conditions, along trenches, around spoil piles, and around soil and top soil stockpiles. See "R" sheets. 2602 0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH See "R" sheets CHECKS 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK See "R" sheets 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 Install Sediment IN. DIA. "R" sheets. Control Devices at the back of curb. See 2602-0000350 2602-0010010 2602-0010020 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE MOBILIZATION, EROSION CONTROL MOBILIZATION, EMERGENCY EROSION CONTROL See "R" sheets. See "R" sheets. See "R" sheets. DATE: September 17, 2:27pm Cover Sheet.dwg I C.02 REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319378.1401 fax 319378. 1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa SHEET NO. Estimate Reference Information C.02 AMENT PROJECT NUMBER: PAVEMENT MARKINGS 2527-9263109 BCY4 - BROKEN CENTERLINE (YELLOW) 4" BLW4 - BROKEN LANE LINE (WHITE) 4" SELY4 - SOLID EDGE LINE (YELLOW) 4" CHW6 - CROSSWALKLINE (WHITE) 6" CHY8 - CHANNELIZING LINE (YELLOW) 8" DCY4 - DOUBLE CENTERLINE (YELLOW) 4" SLW4 - SOLID LANE LINE (WHITE) 4" SELW4 - SOLID EDGE LINE (WHITE) 4" LDW8 - SOLID LANE DROP LINE (WHITE) 8" SLW2 - SOLID STOP LINE (WHITE) 24" CBW6 - CROSSWALK BAR (WHITE) NBCY4 - NO PASSING CENTERLINE (YELLOW) 4" DLW4 - DOTTED LANE LINE (WHITE) 4" SBLW6 - SOLID BIKE LANE LINE (WHITE) 6" CLW8 - CHANNELIZING LINE (WHITE) 8" YLW2 - YIELD LINE (WHITE) LOCATION MARKING TYPE BCY4 (LF) DCY4 (LF) NPCY4 (LF) BLW4 (LF) SLW4 (LF) DLW4 (LFL SELY4 (LF) SELW4 (LF) SBLW6 (LF) CLW6 (LF) LDW8 (LF) CHW8 (LF) CHY8 (LF) SLW2 (LF) YLW2 (LF) CBW6 (LF) REMARKS FROM TO STATION OFFSET STATION OFFSET _ Ansborough Ave. 93+53.43 11' LT 96+79.31 11' LT POLYMER TA PE 325.88 93+53.43 0' RT 96+79.31 0' RT POLYMER TAPE 325.88 93+56.85 RT 96+00 RT POLYMER TAPE 242.21 96+03.02 11' RT 96+79.31 11' RT POLYMER TAPE 76.29 93+53.43 RT 96+79.31 RT POLYMER TAPE 326.16 96+79.32 0' RT 96+79.32 34.5' RT POLYMER TAPE 34.5 96+87.32 24.5' LT 96+87.32 34.5' RT POLYMER TAPE 58 LENGTH SUBTOTAL 0 568.09 0 652.04 76.29 0 0 0 0 0 0 0 0 34.5 0 58 LF QUANTITY FACTOR 0.25 2.00 1.25 0.25 1.00 0.33 1.00 1.00 1.50 3.00 0.50 2.00 2.00 6.00 1.71 15.00 NKOJLUI IOIAL = 24b2.4t5 IOIAL U 11;ib.2 U 1ti3.U1 (b.29 U U U U U U U U 2U/ U ti/U LI- PAVEMENT SYMBOLS 2527-9263137 LOCATION MARKING TYPE f STAW ( RTAW LTAW k CSRW 4 CSLW 4+ CSTW CRLW `T' t FERW if LLRW RLRW f RRCW all ONLW O BLSW REMARKS STATION OFFSET A nsborough Ave 96+14 5.5' RT Painted 1 96+34 5.5' RT Painted 1 96+54 5.5' RT Painted 1 0 0 2 0 0 0 0 0 0 0 0 1 0 EACH TABULATION OF TEMPLATE QUANTITIES STATOSTA/ LOCATION CUT CY FILL CY F+25%SHRINK CY BALANCE CY CUT (+) FILL(-) ANSBOROUGH AVE 540 0 0 540 + 540 0 0 540 + TOPSOIL, FURNISH AND SPREAD 2105-8425005 LOCATION AREA (SY) VOLUME (CY) REMARKS FROM TO STATION OFFSET STATION OFFSET ANSBOROUGH AVENUE 93+96.34 Right 97+04.71 Right 372 65 TOTAL 65 CY MGD DRAWN BY: ARB DATE. September 17, 2:28pm APPROVED BY: Cover Sheet.dwg I C.03 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378.1401 fax 319.378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Quantity Tabulations AMENT PROJECT NUMBER: SHEET NO. C.03 MODIFIED SUBBASE 2115-0100000 LOCATION AREA (SY) 6" VOLUME (CY) REMARKS FROM TO STATION OFFSET STATION OFFSET ANSBOROUGH AVENUE 93+96.34 25.5' RT 95+77.85 34.50' RT 181.8 30.3 Ansborough Avenue Widening (Right Side) 95+77.85 34.5' RT 97+04.71 34.50' RT 190.3 31.7 Ansborough Avenue Widening (Right Side) 97+04.71 34.50' RT 28.8 4.8 SE Radius of Ansborough Avenue and Dow ning Avenue 93+99.98 Right 97+02.71 Right 98.5 16.4 Under parking lot curb and gutter 94+90 Right 188.71 31.5 Under Driveway Entrance and Parking Lot Reconstruction TABULATION OF STORM SEWER INTAKES 2435-0250900 NO. LOCATION REMARKS STATION OFFSET 1 95+79.16 34.50' RT SW-509 TABULATION OF STORM SEWER MANHOLES 2435-0140200 NO. LOCATION REMARKS STATION OFFSET 1 95+79.03 27.33' RT SW-402 STORM SEWER GRAVITY MAIN, TRENCHED 2503-0114215/0114218 LOCATION 15 INCH (LF) 18 INCH (LF) REMARKS FROM TO STATION OFFSET STATION OFFSET 95+79.03 27.33' RT 95+79.16 34.50' RT 9 SUBIOIAL 0 9 LI- *CONNECTION TO EXISTING STRUCTURES IS INCIDENTAL` TABULATION OF PCC PAVEMENT, NON - REINFORCED, 8.5-INCH 2301-1033085 LOCATION AREA (SY) REMARKS TO FROM STATION OFFSET STATION OFFSET Ansborough Avenue 93+96.34 25.50' RT 95+77.85 34.50' RT 142.3 Ansborough Avenue Widening (Right Side) 95+77.85 34.50' RT 97+04.71 34.50' RT 162.1 Ansborough Avenue Widening (Right Side) 97+02.71 34.50' RT 20.46 SE Radius of Ansborough Avenue and Dow ning Avenue TOTAL 324.9 SY TABULATION OF LONGITUDINAL SUBDRAINS 2502-8213206/8221303 LOCATION 6 INCH (LF) SUBDRAIN OUTLET DR-303 REMARKS FROM TO STATION OFFSET STATION OFFSET STA SIZE 93+96.34 27.5' RT 95+75.16 34.5' RT 179 2 95+75.16 6 1,2 95+83.16 6 1,2 95+83.16 34.5' LT 96+77.72 34.5' LT 95 2 TOTAL 274 NOTES: 1. SUBDRAIN OUTLET TO BE PLACED IN PROPOSED INTAKES OR CLEANOUTS. 2. ALL BACKFILL SHALL BE INCIDENTAL. REMOVE STORM SEWER PIPE <= 36 INCH DIA. 2503-0200036 LOCATION DIAMETER (INCH) LENGTH (LF) REMARKS FROM TO STATION OFFSET STATION OFFSET ^ 95+79.03 27.33' RT 95+79.16 37.5' RT 12 10 TOTAL 10 LF REMOVAL OF PAVEMENT 2510-6745850 LOCATION AREA (SY) PAVEMENT TYPE REMARKS FROM TO STATION OFFSET STATION OFFSET A NBOROUGH AVENUE 93+96.34 25.5' RT 97+04.71 34.5' RT 521 FCC Approx. 8" thick pavement on Ansborough Avenue and 6" thick pavement on Parking Lot IC51AL 521 SY DRAWN BY: ARB DATE: December 17, 9:28am APPROVED BY: Cover Sheet.dwg I C.04 MGD NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319378.1401 fax 319378. 1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Quantity Tabulations AMENT PROJECT NUMBER: SHEET NO. 0.04 REMOVAL OF INTAKES AND UTILITY ACCESSES 2510-6750600 NO. LOCATION REMARKS STATION OFFSET 1 95+79 27.3' RT Intake INTAKE PROTECTION 2599-9999005 NO. LOCATION INSTALL (EA) MAINTAIN (EA) REMOVE (EA) REMARKS STATION OFFSET 1 95+79.2 34.5' RT 1 1 1 See "R" Sheets TOTAL 1 1 1 EA MULCHING, BONDED FIBER MATRIX 2601-2634105 LOCATION , AREA (ACRE) REMARKS FROM TO STATION OFFSET STATION OFFSET 93+96.34 Right 94+73.03 Right 0.06 95+07.04 Right 97+02.71 Right 0.16 97+02.71 Right 0.04 96+90 Left 0.13 TOTAL 0.40 ACRE SEEDING AND FERTILIZING (URBAN) 2601-2636044 LOCATION AREA (ACRE) REMARKS FROM TO STATION OFFSET STATION OFFSET 93+96.34 Right 94+73.03 Right 0.06 95+07.04 Right 97+02.71 Right 0.16 97+02.71 Right 0.04 96+90 Left 0.13 TOTAL 0.40 ACRE MGD REMOVAL OF SIDEWALK 2511-6745900 LOCATION AREA (SY) REMARKS FROM TO STATION OFFSET STATION OFFSET 97+00 Right 18.3 SE Quadrant Ansborough Avenue & Dow ning Avenue, approx. 4" thick, P.C. Concrete 97+00 Left 20.7 SW Quadrant A nsborough Avenue & Dow ning Avenue. approx. 4" thick. P.C. Concrete TOTAL 39 SY PORTLAND CEMENT CONCRETE SIDEWALK & SIDEWALK RAMP 2511-7526005/7526006/7528101 LOCATION 4" SIDEWALK (SY) 6" SIDEWALK RAMP (SY) DETECTABLE WARNING PANEL (SF) REMARKS FROM TO STATION OFFSET STATION OFFSET ANSBOROUGH AVENUE 97+00 Right 11.5 10 SE Quadrant Ansborough Avenue & Dow ning Avenue 97+00 Left 14.7 9.9 20 SE Quadrant Ansborough Avenue & Dow ning Avenue SUBTOTAL 14.7 21.4 30 SY PORTLAND CEMENT CONCRETE CURB AND GUTTER, 2.0' 2512-1725156 LOCATION LENGTH (LF) REMARKS FROM TO STATION OFFSET STATION OFFSET 95+17.44 42.56' RT 96+80.43 45.50' RT 163 6" Pavement 94+18.88 37.64' RT 94+56.64 39.59' RT 37.8 6" Pavement 96+82.9 24.1' LT 96+97.9 35.2' LT 20.8 8.5" Pavement TOTAL 221.6 LF SUBGRADE PREPARATION 2599-9999018 LOCATION AREA (SY) REMARKS FROM TO STATION OFFSET STATION OFFSET 93+96.34 25.5' RT 95+77.85 34.50' RT 181.8 Ansborough Avenue Widening (Right Side) 95+77.85 34.5' RT 97+04.71 34.50' RT 190.3 Ansborough Avenue Widening (Right Side) 97+04.71 34.50' RT 28.8 SE Radius of Ansborough Avenue and Dow ning Avenue 93+99.98 Right 97+02.71 Right 98.5 Under parking lot curb and gutter 94+90 Right 188.7 Under Driveway Entrance and Parking Lot Reconstruction IOIAL 688.1 SY DRAWN BY: ARB DATE: December 16, 3:21pm APPROVED BY: Cover Sheet.dwg I C.05 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378.1401 fax 319.378. 1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Quantity Tabulations AMENT PROJECT NUMBER: SHEET NO. C.05 L. EHLERT �L— KEITH P. & DIANIA K. SCHULTZ 133& STEYEN J. & SUSAN E. SCHMITT 1324 z ILA 5 70 ,20 MERLYN & ALYCE KLOCKE I 1314 JI t95iC ntrol Point 402 ANSBOROUGH AVENUE is u 0 5 10 RONALD A. DILLAVOU 1304 20 J / I / - - - .H sw SAH • a b a H sw H H • 3AN 3N H- 3N / /ST ST ST ST ST ST�ST ST ' U Sr 1 ST ST Si Si ST T IST ST ST 3. -y 3Hd \ W M Z ▪ ce N <6 0) w m o co X a o \ � Imo+ + 14) \ _\ Zrn rn°' n co 1— L 0 ND S PROPERTIES MANAGE II, LLC 1315-1325 L__ NOTES: 0 8"ST 150' R CURVE A = 2°02'20.8" i— MATCH EXISTING - ▪ 10.00 Z p cd N Op-�-- _I__ M 0.) w FOR STA 94+72.52,40.36' RT \ cq v T/4 = 854.65 \ coQ a I- 8"ST � j sT'_ Ch = 7.27' / 8"ST L = 7'27' STA 94+56.64, 62.50' RT / L 1. ALL ELEVATIONS ARE TOP OF SLAP MATCH EXISTING 10.00 8" ST 8" ST ADJUST RIM FROM 854.62 TO 853.76 REMOVE RINGS MINOR MANHOLE/ / ADJU TMENT END TAPER ▪ STA 95+77.85, 34.50' RT T/S = 853.16 STA 95+17.44, 44.56' RT PROPOSED RIGHT-OF-WAY LINE ▪ MATCH EXISTING N v f EOFF STA 95+07.32, 42.06' RT T/S = 854.45 J TEMPORARY CONSTRUCTION EASEMENT UNLESS NOTED OTHERWISE. Page 53 of 464 8"ST T AND S PROPERTIES MANAGE -Ai -LC 1315-1325 \ \ SW-509 INTAKE STA 95+79.2, 34.5' RT T/S @ INTAKE = 853.14 FL (W) = 850.41 FL 10" (E) = 850.51 (VERIFY)_ — STA 95+17.44, 62.50' RT / 8"ST 8"sr / / / \ ._ 8"ST LEND TAPER STA 95+77.58, 45.50' RT ST CONNECT EXIST! G AND PROPOSED 18" PI ES —STA-95-49.0,25.6' T FL (W) = 850.10 (V�RIFY) 10.00 9 LF OF 18' REMOVE HANDHOLE PLAN VIEW ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO D.01 OF 10.00 JUSTIN L. ELSE 903 PROPOSED ROW L PROPOSED ROW LINE T AND S PROPERTIES MANAGE II, LLC 1315-1325 R. 97+ T H 2''0" CURB & e UTTER REMOV HANDH of 464 E1 3Hd 3Hd STA 97+15 STA 109+15 SAN REBECCA J. BULVER 244 Control Point 3 AN: 32645413.828 ES224184 62 ELEV: 855.38 OBERT P. DENNY 1237-1239 PHE PHE PHE PHE SAN i SAN ROBERT P. DENNY 1237-1239 ROGER D. BURTON 1232 SAN SAN ROBERT P. DENNY 1237-1239 I I I I NOTES: 1. ALL ELEVATIONS AIIE TOP OF SLAB, UNLESS NOTED OT ERWISE. PLAN VIEW ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS DRAWN: MGD WATERLOO, IOWA APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO D.02 OF L. EHLERT 3Hd 3Hd KEITH P. & DIANIA K. SCHULTZ 133G-- SAN SAN STEYEN J. & SUSAN E. SCHMITT 1324 /sr T AND S PROPERTIES MANAGE II, LLC 1315-1325 1 3T 8" ST SAN ST _ II 5 0 ,0 MERLYN & ALYCE KLOCKE I �— 1314 II /Q/ 5 a 1w�az _ _ _ �i V — — q� 3645091.3] (/ ELEV. 855.02 x C ntrol Point 402 3Hd 3Hd ST ST 3Hd 3Ha - 15 ANSBOR 8" ST i '�`E: 5221089. 0 5 10 20 RONALD A. DILLAVOU 1304 J 3Hd 3Hd UGH AVENUE ST ST�ST ST 1 8.. ST 8" ST L SAN SAN spry ST ST ST 8" ST ST SAN ADJUST MANHOLE TO GRADE MINOR ADJUSTMENT REMOVE TO NEAREST JOINT 8" ST ms 8"ST N T AND S PROPERTIES MANAGE -Ai -LC 1315-1325 \ \ n 3Hd SAN SAN SAN SAN SAN SAN SAN SAN ST 23.00' RT ST ST n 1T / /REMOVE INTAKE APPROX 2.5' REMOVE EXISTING-1-2" STORM SEWER PROTECT EXISTING SIGN I4EMOVE TO NEAREST JOINT 8"ST i 8"ST/ / N 1S SAN 3Hd ST 1— u) IsT SAN ST REMOVE HANDHOLE 8" ST T 10.1' -6 O c REMOVAL PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS WATERLOO, IOWA DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: E.01 Page 55 of 464 OF SAN 3"ST L 6- sT 3Hd ST (L iH- t 1 ST SAN REMOVE SIDEWALK JUSTIN L. ELSE 903 SAN sT SAN ST SAN ST 23.00' RT REMOVE SIGN — APPROX. 2.5' ST REMOVE TRAFFIC SIGNAL POLE AND HANDHOLE T AND S PROPERTIES MANAGE II, LLC 1315-1325 ST ST REMOVE SIDEWALK 2.00 3 24 SAN SAN REBECCA J. BULVER 244 PH PHE PHE SAN PHE ROGER D. BURTON 1232 PHE PHE PHE PHE sAN 1 STA109+15-��-------------- REIAOVEIHANDHOLE Z Paged 56 of N464 Control Paint 3 QN: 52243646413184:6286 ELEV. 855.38 ROBERT P.DENNY 1237-1239 ROBERT P. DENNY 1237-1239 ROBERT P. DENNY 1237-1239 REMOVAL PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: E.02 OF T ► i ► ► i H --1 STA 9013.85 j. ILPS% INC -J DUSTIN COX I92,�6 T - T 1 ANSBOROUGH AVENUE STATION N E 90+53.85 3644695.1208 5224120.2404 97+15.00 3645356.2601 5224115.7335 1097+15.00 3645356.31 5224123.05 9 1. 0 75 30 z 60 T I L STA 97+15 JUSTIL ELSE 97 DOWNING AVENUE F L T STA 1097+15 HORIZONTAL ALIGNMENT ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO Page 57 of 464 OF 500' X 0 5 W20-1 (48" X 48") 10 500' 20 W20-5 (48" X 48") 500' ANSBOROUGH AVENUE W4-2 (48" X 48") ARROW BOARD 245' RUM (TYP.) n MICHAEL L. 8 CYNTHIA L. DAVIS 1204 STA 93+70 CRASH CUSHION 80' -- ->—i 30' Page 58 of 464 Z J a_ J 0 Z 0 U U u_ NQ ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS NASCOR, INC. 1459 AMANT(IA & LO 1451-145 AN LL DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO J.01 OF D IN COX A TON W. I. SCHARFF 1434 TERRENCE P. & BRENDA L. EHLERT ANTHA & LOGAN LLC 1445-1449 KEITH P. & DIANIA K. SCHULTZ 13 T ND PRO RTIES MANAGE II, LLC -1325 N J. & SUSAN E. SCHMITT 1324 TAPERED TB - END SECTIO MERLYN & ALYCE KLOCKE 1314 T AND S PROPERTIES MANAG , 1315-1325 f 464 CONTRACTOR SHA BARRICADE MEET! REPORT 350. BARRICADES THE SIDEWALK. TOP RAIL 0 42 INCHES ABOVE CONTRACTOR MUST PRO NOTICE OF A PEDEST DEPARTMENT OF WWW.BLIND.STATE.IA.US A THE BLIND OF 10 RONALD A. D VOU CLOSE SIDEWALK WITH A TYPE II G THE RE•UIREMEN • UST EXTEND THE FULL WIDTH OF THE BARRICADE SHALL BE 36 TO THE PEDESTRIAN PATH SURFACE. IDE 10 CALENDAR DAYS ADVANCE IAN PATH CLOSURE TO THE IOWA HE BLIND (515) 281-1336 WEBSIDE: D THE NATIONAL FEDERATION OF A (319) 321-8769, EMAIL ADDRESS DONNA.PRIME@NFB.ORG. CONTRACTOR UST KEEP ONE LANE DRIVEWAY OEN TO TRAFFIC AT ALL TIMES. JUSTIN L. ELSE 903 T AND S PROPERTIES MANAGE II, LLC 1315-1325 REBECC BERT P. DENNY 1237-1239 Z J a_ J 0 Z 0 U U u_ LL ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS WATERLOO, IOWA DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: _ OF TRAFFIC SIGNAL LEGEND GENERAL NOTES SIGNAL HEAD W/O BACKPLATE SIGNAL HEAD W/BACKPLATE OPTICALLY -LIMITING SIGNAL HEAD PEDESTRIAN SIGNAL HEAD EXISTING SIGNAL HEAD W/BACKPLATE RELOCATED SIGNAL HEAD W/BACKPLATE EXISTING PEDESTRIAN SIGNAL HEAD SIGNAL PEDESTAL W/BASE SIGNAL POLE WITH MAST ARM W/BASE LUMINAIRE EXTENSION VEHICLE DETECTOR LOOP - SAW CUT VIDEO DETECTION ZONE HANDHOLE (POLYMER CONCRETE) - 24" X 36" HANDHOLE (CONCRETE) - EXISTING HANDHOLE (CONCRETE) - PROPOSED HANDHOLE (PLASTIC) CONTROLLER CABINET 8 COMBINATION ELECTRICAL SERVICE PEDESTAL / BATTERY BACK-UP SYSTEM (BBS) • PEDESTRIAN PUSH BUTTON - ON SIGNAL POLE ❑ PEDESTRIAN PUSH BUTTON / POST SERVICE ORIGIN • POST -MOUNTED SIGN - OVERHEAD SIGN NEW CONDUIT (TRENCHED) - NEW CONDUIT (BORED) 2" PVC 2" DIAMETER POLYVINYL CHLORIDE CONDUIT 3" PVC 3" DIAMETER POLYVINYL CHLORIDE CONDUIT 4" PVC 4" DIAMETER POLYVINYL CHLORIDE CONDUIT l ; WIRELESS DETECTOR WIRELESS ACCESS POINT VIDEO DETECTION CAMERA (EXISTING) VIDEO DETECTION CAMERA (PROPOSED) EVP DETECTOR (EXISTING) SIGNAL PEDESTRIAN PEDESTRIAN PUSHBUTTON SINGLE MODE FIBER OPTIC GROUND WIRE TRACER WIRE PULL TAPE / PULL ROPE USE AS CONSTRUCTED DETECTOR RUN rJ DEMI SIG PED PB SMFO GR TR PT UAC DET MGD THE CONTRACTOR SHALL SUBMIT A LIST OF TRAFFIC SIGNAL EQUIPMENT THAT IS PROPOSED FOR INSTALLATION. SHOP DRAWINGS WILL BE REQUIRED FOR THE POLES AND MAST ARMS AND THESE SHALL BE SUBMITTED WITHIN THIRTY (30) CALENDAR DAYS FROM THE DATE OF AWARD OF CONTRACT. THE EXISTING SIGNALIZED INTERSECTION SHALL REMAIN IN SERVICE. ALL COSTS ASSOCIATED WITH MAINTAINING EXISTING SIGNAL SYSTEM SHALL BE CONSIDERED INCIDENTAL TO PRICE BID FOR TRAFFIC SIGNALIZATION. THE PLAN LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PROPER UTILITY COMPANIES AND CITY OFFICIALS FOR THE PURPOSE OF LOCATING UNDERGROUND FACILITIES AND COORDINATING CONSTRUCTION ACTIVITIES. THE LOCATIONS AND ELEVATIONS OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO PRICE BID FOR CONDUIT. ALL FOUNDATIONS AND HANDHOLES SHALL INCLUDE ONE SPARE 4-INCH CONDUIT CAPPED ON BOTH ENDS FOR FUTURE ADDITIONS. A MINIMUM OF TWO (2) SPARE 4-INCH CONDUITS SHALL BE INSTALLED IN CONTROLLER CABINET BASE. CONDUITS SHALL BE EXTENDED THREE (3) FEET BEYOND FOOTING AND CAPPED. ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENTS OF SIGNAL POLE BASES TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET. SPLICING WILL NOT BE PERMITTED IN HANDHOLES UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. ALL UNDERGROUND WORK AT LOCATIONS BEING RECONSTRUCTED UNDER THE ROADWAY PORTION OF THIS PROJECT SHALL BE COMPLETED PRIOR TO FINAL PAVING OF THE SIDEWALK AND ROADWAY. NO ADDITIONAL PAYMENT WILL BE MADE FOR REMOVAL OR RECONSTRUCTION OF SIDEWALK OR PAVEMENT IN THESE AREAS. ALL CONDUITS UNDER EXISTING PAVEMENTS AND SIDEWALKS SHALL BE INSTALLED BY A METHOD THAT MINIMIZES THE AMOUNT OF PAVEMENT AND SIDEWALK REPAIR. CONDUITS UNDER PAVEMENTS SHALL BE PARTIALLY BORED, AS NEEDED, TO CORRESPOND WITH THE CONSTRUCTION STAGING PLANS. NEW OR RELOCATED SIGNS SHOWN ON "N" SHEETS, INCLUDING PEDESTRIAN PUSH BUTTON SIGNS AND MAST ARM -MOUNTED STREET NAME SIGNS AND/OR LANE CONTROL SIGNS, ARE INCLUDED IN PRICE BID FOR TRAFFIC SIGNALIZATION. CONSTRUCTION SURVEYS SHALL BE FURNISHED BY THE ENGINEER. DRAWN BY: BAW DATE. March 01, 8:53am Cover Sheet.dwg I N.01 APPROVED BY: NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 Fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Sheets AMENT PROJECT NUMBER: SHEET NO. N.01 ANTICIPATED QUANTITIES: ANSBOROUGH AVE AND DOWNING AVE 100-TS10, Ament ITEM NO. ITEM DESCRIPTION UNITS QUANTITY 1 TRA FFIC SIGNA L CONTROLLER, A CTUA TED, FURNISH A ND INSTA LL EACH 1 2 TRA FFIC SIGNA L CONTROLLER, REMOVEANDSALVAGE EACH 1 3 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [R-Y-G] WITH LED LENSES AND BACKPLATE MAST ARM MOUNTED) EACH 2 4 TRAFFIC SIGNA LHEAD (12-INCH,3-SECTION[<R-<Y-<G] WITH LED LENSES AND BACKPLATE,MAST ARM MOUNTED) EACH 2 5 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [R-Y-G] WITH LED LENSES AND BACKPLATE SIDE OF POLE MOUNTED) EACH 2 6 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [<R-<Y-<G] WITH LED LENSES AND BACKPLATE, SIDE OF POLE MOUNTED) EACH 2 7 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [R-Y -G] WITHBACKPLATE MAST ARM MOUNTED), REMOVE AND SA LVAGE EACH 1 8 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [R-Y-G] WITH BACKPLATE SIDE OF POLE MOUNTED), REMOVE AND SA LVAGE EACH 2 9 TRAFFICSIGNAL HEAD (12-INCH, 4-SECTION [R-Y -G-<G] WITH BACKPLATE, MAST ARM MOUNTED), REMOVE AND SA LVAGE EACH 2 10 TRAFFIC SIGNA LHEAD (12-INCH,3-SECTION[R-Y-G]WITH BACKPLATE,MAST ARM MOUNTED), REMOVE AND REINSTALL ON MAST ARM EACH 1 11 TRAFFIC SIGNAL HEAD (12-INCH, 3-SECTION [R-Y-G] WITH BACKPLATE SIDE OF POLE MOUNTED), REMOVE AND REINSTALL ON MAST ARM EACH 1 12 PEDESTRIAN SIGNAL HEAD, (12-INCH, 2-SECTION [HAND -MAN SYMBOLS], SIDE OF POLE MOUNTED), REMOVE AND REINSTALL EACH 2 13 TRAFFIC SIGNAL HANDHOLES, CONCRETE (TYPE 1), 24-INCH DIAMETER EACH 3 14 TRAFFIC SIGNAL HANDHOLES, POLY MER CONCRE I E (TYPE 3), 24-INCH X 36-INCH EACH 1 15 TRAFFICSIGNAL HANDHOLES, CONCRETE, 24-INCH DIAMETER, REMOVE AND SALVAGE EACH 2 16 WIRES AND CABLES, 1C, #6 AWG, GROUND LF 580 17 WIRES AND CABLES, 1C, #10 AWG, TRACER LF 580 18 WIRES AND CABLES, 2C, #16 AWG, DE I ECTOR RUN LF 380 19 WIRES AND CABLES, 2C, #16 AWG, SIGNAL LF 780 20 WIRES AND CABLES, 5C, #16 AWG, SIGNAL LF 1,740 21 WIRES AND CABLES, 12C, #16 AWG, SIGNAL LF 430 22 VVIRES A ND CA BLES, REMOVEANDSALVAGE LF 3,750 23 WIRES AND CABLES, REMOVE AND REINSTALL IN EXISTING OR NEW CONDUIT LF 2,470 24 PULL ROPE (PULL TAFE) LF 580 25 CONDUIT, 2-INCH POLYVINYL CHLORIDE (PVC) (TRENCHED) LF 350 26 CONDUIT, 3-INCH POLYVINYL CHLORIDE (PVC) (TRENCHED) LF 110 27 CONDUIT, 3-INCH POLYVINYL CHLORIDE (PVC) (BORED) LF 150 28 CONDUIT, 2- TO 3-INCH POLY V INY L CHLORIDE (PVC), REMOVE AND SALVAGE LF 297 29 TRAFFIC SIGNAL POLES, WITH 44-FOOT MAST ARM EACH 1 30 TRAFFICSIGNAL POLES, WITH 32-FOOT MAST ARM, REMOVE AND SALVAGE EACH 1 31 TRAFFIC SIGNA L POLES, COMBINATION, WITH 20-FOOT MAST ARM AND 15-FOOT LUMINAIRE ARM (AT 90- DEGREES CCW TO MAST ARM), RELOCATE TO NEW FOOTING WITH NEW ANCHOR BOLTS EACH 1 32 PEDESTRIAN PUSH BUTTON POST, 5-FOOT HEIGHT WITH 1-FOOT DAME I ER X 4.0-FOOT DEEP FOOTING, AS PER PLAN EACH 3 33 CONCRETE FOOTINGS AND BASES, 3.5-FOOT DIAMETER X 13-FOOT DEEP EACH 1 34 CONCRETE FOOTINGS AND BASES, 3.5-FOOT DIAMETER x 10-FOOT DEEP EACH 1 35 CONCRETE FOOTINGS AND BASES, REMOVAL (PARTIAL) AND DISPOSAL EACH 2 36 STREET NAME SIGNS, REMOVEANDREINSTALL EACH 2 37 R3-5 SIGNS, MAST ARM MOUNTED, WITH MOUNTING HARDWARE, FURNISH AND INSTALL EACH 2 38 PEDESTRIAN PUSH BUTTON, NON-APS, FURNISH AND INSTALL EACH 4 39 PEDESTRIAN PUSH BUTTON, REMOVEANDSALVAGE EACH 2 40 PEDESTRIAN PUSH BUTTON SIGNS, R10-3B, FURNISH AND INSTALL EACH 4 41 PEDESTRIAN PUSH BUTTON SIGNS, EXISTING, REMOVE AND SALVAGE EACH 4 42 VEHICLE DETECTOR LOOPS, SAW -CUT EACH 2 43 VIDEO DE I ECTION SY STEM, 2-CAMERA SY STEM, COMPLETE LS 1 44 PORTA BLE TRA FFIC SIGNA L LS 1 MGD ITEM NO. ESTIMATE REFERENCE INFORMATION 1 SEE SPECAL PROVISIONS FOR INFORMATION REGARDING TRAFFIC SIGNAL CONTROLLER. 2 SEESALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. 3 - 6 ALL VEHICULAR TRAFFIC SIGNAL HEADS SHALL HAVE BACKPLATES. ALL TRAFFIC SIGNAL LAMPS SHALL BE 12-INCH LED. PRICE BID SHALL INCLUDE ALL MOUNTING HA RDvVA RE NEEDED FOR INSTA LLATION. 7 - 9 SEESALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. 10 PRICE BID SF-Vk LL INCLUDE ANY NEW MOUNTING HARDWARE NEEDED TO RELOCATE HEAD ON EXISTING MAST ARM AND PLUGGING HOLES ON EXISTING MAST ARM WHERE EXISTING MOUNTING HARDWARE WAS LOCATED. 11 PRICE BID SHALL INCLUDE ANY NEW MOUNTING HARDWARE NEEDED TO RELOCATE HEAD TO EXISTING MAST ARM AND PLUGGING HOLES ON EXISTING POLE, IF NECESSARY, WHERE EXISTING MOUNTING HARDWARE WAS REMOVED. 12 PRICE BID SHA LL INCLUDE ANY NEW MOUNTING HARDWARE NEEDED TO RELOCATE HEADS TO NEW SIGNA L POLE AND PLUGGING HOLES ON EXISTING POLE WHERE EXISTING MOUNTING HARDWARE WAS REMOVED. 13 - 14 REFER TO TRAFFIC SIGNAL LAY OUT AND DETAIL SHEETS FOR LOCATIONS AND DETAILS. USE TY PE 3 POLY MER CONCRETE HA NDHOLE ADJACENT TO CONTROLLER CABINET. USE TY PE 1 PRE -CAST CONCRETE HA NDHOLE AT A LL OTHER LOCATIONS. 15 SEESALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. 16 - 21 CABLE LENGTHS INCLUDE CABLE IN ROLES AND MAST ARMS, WHERE NEEDED. AN ADDITIONAL 5% HAS BEEN ADDED TO CABLE LENGTHS TO ACCOMMODATE SLACK IN HANDHOLES. 22 QUANTITY OF EXISTING WIRES AND CABLES TO BE REMOVED AND SALVAGED IS APPROXIMATE SEE SALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. 23 QUANTITY OF VVIRES AND CABLES TO BE REMOVED AND REINSTALLED IN EXISTING OR NEW CONDUITS IS APPROXIMATE. 24 PULL ROPE SHALL BE POLY ETHY LENE WITH A MINIMUM DIA Mt I ER OF 1/4-INCH AND A MINIMUM TENSILE STRENGTH OF 500 POUNDS. 25 - 27 CONDUIT LENGTHS INCLUDE AN ADDITIONAL 5% FOR CUTTING. 28 SEESALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. 29 LOCATIONS AND LENGTHS SHALL BE AS SHOWN ON THE "N" SHEETS. ARMS AND POLES SHALL BE FINISHED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 30 SEESALVAGED MATERIALS SECTION IN SPECIAL PROVISIONS. REMOVA LS OF TRAFFIC AND PEDESTRIAN SIGNA L HEADS FROM THIS ROLE AND MAST ARM ARE SEPARATE ITEMS. 31 PRICE BID SHALL INCLUDE RELOCATING EXISTING COMBINATION POLE TO A NEW FOOTING AND PROVIDING NEW ANCHOR BOLTS FOR THE EXISTING TRANSFORMER BASE CONTRACTOR SHA LL VERIFY SIZE OF REQUIRED ANCHOR BOLTS PRIOR TO ORDERING THEM EXISTING TRANSFORMER BASE IS APPROXIMATELY 24 INCHES HIGH AND 22 INCHES SQUARE AT THE BOTTOM. 32 - 34 SEE "NI" SHEETS FOR LOCATIONS. 35 PRICE BID SHALL INCLUDE REMOVAL OF EXISTING FOOTING AND ANCHOR BOLTS TO A DEPTH OF AT LEAST 4 FEET BELOW FINISHED GRADE AND PROPER DISROSA L OF REMOVED MATERIALS. 36 PRICE BID SkA LL INCLUDE ANY NEW MOUNTING HARDWARE NEEDED TO RELOCATE OVERHEAD STREET NAME SIGNS ON EXISTING MAST ARM OR ONTO NEW MAST ARM. 37 PRICE BID SHIALL INCLUDE FURNISHING AND INSTA LLING NEW MOUNTING HARDWARE FOR EACH SIGN. 38 PUSH BUTTONS ARE TO BE INSTALLED ON PEDESTRIAN PUSH BUTTON POSTS. SEE "N" SHEETS FOR LOCATONS AND DETAILS. 39 PRICE BID SHALL INCLUDE PLUGGING HOLES ON EXISTING POLES WHERE PUSH BUTTON WAS LOCATED, IF NECESSARY. 40 SIGNS ARE TO BE INSTALLED ON PEDESTRIAN PUSH BUTTON POSTS. SEE"N' SHEETS FOR LOCATONS AND DETAILS. PRICE BID INCLUDES ALL MOUNTING HARDWARE REQUIRED. 41 PRICE BID SHALL INCLUDE PLUGGING HOLES ON EXISTING POLES WHERE PUSH BUTTON SIGN WAS LOCATED, IF NECESSARY. 42 SEE"N' SHEETS FOR LOCATIONS AND DETAILS. 43 LUMP SUM PRICE BID SHA LL INCLUDE A LL LABOR, EQUIPMENT, AND MATERIA LS NECESSARY TO PROVIDE COMPLETE 2-CAMERA VIDEO DEIICTION SYSTEM INCLUDING ALL CABINET EQUIPMENT, RISERS, AND CABLES. 44 PRICE BID SHALL INCLUDE FURNISHING, SEI I ING UP, MAINTAINING, AND REMOVING A PORTABLE TRAFFIC SIGNAL - IN THE SE CORNER OF THE INTERSECTION - THAT PROV IDES TWO 3-SECTION TRAFFIC SIGNAL HEADS (R-Y -G) THAT WILL CONTROL EASTBOUND DOWNING AVENUE TRAFFIC. PRICE SHALL INCLUDE CONNECTING THE PORTABLE TRAFFIC SIGNAL(S) TO THE EXISTING CONTROLLER USING EXISTING OR NEW TRAFFIC SIGNAL CONTROL CABLE. THIS TEMPORARY SIGNA L SY STEM SHALL BE OPERATIONAL WHILE EXISTING POLE 2 IS BEING RELOCATED TO ITS NEW FOOTING AND RE -WIRED. 1 - 44 ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID PRICE FOR TRAFFIC SIGNALIZATION SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETEAND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION, IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. VARIATIONS FROM QUANTITIES, AS SHOWN IN THIS TABLE, SHA LL NOT, BY ITSELF, BE CONSIDERED GROUNDS FOR AN EXTRA WORK ORDER / CHANGE ORDER. SCHEDULE OF UNIT COSTS: PRIOR TO ANY PAY MENT BY THE CONTRACTING AUTHORITY FOR WORK COMPLETED ON THE PROJECT, THE CONTRACTOR SHA LL BE COMPLETE AND FORWARD TO THE ENGINEER FOR A PPROVA L FIVE (5) CORES OF A LIST OF UNIT COSTS FOR EACH ITEM LISTED IN THE SUMMARY OF QUANTITIES. UNIT COSTS PROVIDED SHALL INCLUDE MATERIAL AND LABOR COSTS FOR EACH ITEM THESE UNIT COSTS MAY BE USED TO DETERMINE PARTIAL PAY MENTS FOR THE TRAFFIC SIGNALIZATION LUMP SUM PRICE THE UNIT COSTS MAY ALSO BE USED AS A BASIS TO ESTABLISH THE TOTAL COST FOR ALL EXTRA WORK ORDERS / CHANGE ORDERS RELATED TO TRAFFIC SIGNALIZATION WORK ITEMS. DRAWN BY: BAW DATE: September 17, 2:33pm APPROVED BY: Cover Sheet.dwg I N.02 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 62532 dAvenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 lax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Sheets AMENT PROJECT NUMBER: SHEET NO. N.02 EXISTING SIGNAL PHASING 2&5 EX. 2" PVC C7 HH2 �a-iP61! 0-POL COI 4 PEDESTRIAN PHASE - PROTECTED PHASE PERMISSIVE PHASE ANSBOROUCH ®,VENUE 1 _- EX2" PVC STREET NAME SIGNS Ansborough Ave O O O 90' X 18" (2) Downing Ave 72" X 18" (2) TRAFFIC SIGNAL FACES O O 0 O PEDESTRIAN PUSHBUTTON SIGNS PUSH BUTTON FOR WALK SIGNAL 9" X 12" (2) PUSH BUTTON FOR WALK .141 SIGNAL © 9" X 12" (2) 15 I is L J 1M 8-3) m) 97 1 uJ z - - EX" PVC �� LP6 _2 z z EX. 2" PVC POLE 4 8' M.A.i STA 97+15 STA 1097+15 EX. 3» PVC -----PB6-1 ®J EX. 2" PVC 0 3 6 EX_21_ PVC-_ 12 z 0 J z C9 C U_ LL LL NQ V z W ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS POLE X DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO 2-1, 2-2, 2-4, 2-5, 4-1, 4-2, 6-1, 6-2, 8-2, 8-3 2-3, 6-3 8-1 P 4-1, P4 2, P6-1 P6-2 EX. 2" PVC N.03 OF ANSBOROUGH AVENUE 1 1 EX. 2" PVC 1-12c SIG 1-5c SIG 2-5c PED 2-5c PED PB GR/TR/PT HH2 EX" -- --- 7� / L1) 6 HH3``_ 97 1 1-12c SIG 1-5c SIG 1-5c PED O 1-5c PED PB 1-2c DET 1-INTERCONNECT (12 PR) 1-VIDEO P/F-COAX GR/TR/PT 2-12c SIG 2-5c SIG 3-5c PED 3-5c PED PB 1-2c DET 1-INTERCONNECT (12 PR) 1-VIDEO P/F-COAX GR/TR/PT 1-2c DET 1-INTERCONNECT (12 PR) GR/PR/PT - - _____ EX. 2'' PVC ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD CABLE PED PB PEDESTRIAN HEAD PUSH BUTTON CABLE ST LT STREET LIGHT POWER CABLE GR GROUND WIRE 1C #6 TR TRACER WIRE 1C #1 0 PT PULL TAPE EVP DET EVP DETECTOR CABLE EVP LT EVP CONFIRMATION LIGHT SM SINGLE MODE FIBER OPTIC CABLE HH HANDHOLE VIDEO P/F-COAX VIDEO DETECTION POWER/FOCUS-COAXIAL CABLE EX. 2" PVC 2-5c SIG 1-5c PED 1-5c PED PB 1-VIDEO P/F-COAX 3-1 c ST LT 1-3c FIRE LANE BEACON GR/TR/PT 0 > 0 X I I ai (G-17) A) - V \....—_. _ 1 r&i POLE 2/ H1 A) N 1 a 2-12c SIG 4-5c SIG 4-5c PED 4-5c PED PB 2-2c DET 2 INTERCONNECT (12 PR) 2-VIDEO P/F-COAX 3-1 c ST LT 1-3c FIRE LANE BEACON GR/TR/PT Paae 63 of 464 STA 97+15 STA 1097+15 PVC 0 3 EX. 2" PVC 1-12c SIG 1-5c SIG 1-5c PED 1-5c PED PB 1-VIDEO P/F-COAX GR/TR/PT C K1- t-[4 -1:>0 i I — �•I POLE 1 HH7 EX. 2= PVC__ 6 1-2c DET 1-INTERCONNECT (12 PRR) GR/PR/PT X 12 EX. 2" PVC 1-12c SIG 3-1 c ST LT 2-EVP LT 2-EVP DET GR/PR/PT EXISTING TRAFFIC SIGNAL WIRING PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: N.04 OF 0 5 10 20 F- 1 Z z • _._ -L__--L_._._-___.r-__._._1- ._._____.1_ W W _ N N K W J 1 1 > N N Z Z a - --i.Ha 1 ce 1- 1- EX. 2r PVC HH5 1-INTERCONNECT (12 PR) 95 ANS BOROUGH AVENUE 1-2c DET 1-INTERCONNECT (12 PR) GR/TR/PT EX. 2" PVC 96 HH4 EX. 2" PVC I' z 97 ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO Page 64 of 464 O N.05 OF 97 HH1 0 ANSBOROUGH AVENUE EX_ _27 0 5 10 20 H H 8 EX. 2" Pvc_ --- HH9 1-2c DET - 1-INTERCONNECT (12 PR) GR/TR/PT ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO Page 65 of 464 N.06 OF KEEP TRAFFIC SIGNAL EQUIPMENT ON POLE 3 IN SERVICE UNTIL TRAFFIC SIGNAL EQUIPMENT ON NEW POLE 3A IS INSTALLED AND READY TO BE PLACED IN SERVICE. USE EXISTING CABLES IN EXISTING CONDUIT OR TEMPORARY OVERHEAD CABLES (INCIDENTAL). REMOVE FOOTING FOR POLE 3 TO AT LEAST 4 FEET BELOW FINISHED GRADE. PROPOSED SIGNAL PHASING 1 o 2 3 NOT USED 4 L I i� 5 4 6 7 NOT USED 8 a 1 lk 1 C P PEDESTRIAN PHASE 4- PROTECTED PHASE HH2 0._1141 NEW POLE AND 4\4� FOOTING WITH ALL NEW TSGNAL PQ E SIM SIGNAL EW. 71110 EQUIPMENI_ ---' ---...mspil CA __—.....MIIIIIIIIIIIIIPIMIIkg+12r Alt° I a PERMISSIVE PHASE A N S B O R O L GH AVENUE 11 t REMOVE FOOTING FOR POLE 2 TO AT LEAST 4 FEET BELOW FINISHED GRADE. PEDESTRIAN PUSH BUTTON POLE WITH NEW PUSH BUTTON AND NEW ASSOCIATED SIGN. OF- c B6-2© NEW 3" PVC EX. 3" PVC REMOVE 4 LF OF 3" PVC CONDUIT Z z PEDESTRIAN PUSH BUTTON POLE WITH 2 NEW PUSH BUTTONS AND 2 NEW ASSOCIATED SIGNS NEW 2" PVC 97 1 NEW CONDUIT TIED INTO EXISTING CONDUIT EX_ 2'_PVC STREET NAME SIGNS Ansborough Ave 90" X 18" (2) Downing Ave 72" X 18" (2) TRAFFIC SIGNAL FACES 2-1, 2-2, 2-4, 2-5, 4-1, 4-2, 6-1, 6-2, 6-3, 8-2, 8-3 1 1, 1-2, 5- , 5-2 8-1 PEDESTRIAN PUSHBUTTON SIGNS 9" X 12" (2) R10-3b(R) P 4-1, P4-2, P6-1 9"X 12" (2) R10-3b(L) OVERHEAD SIGNS ONLY 15 P 6-2 30" X 36" (2) R3-5 s. ,y4. -1,41k\ PVC 1101 I.� : v+I POLE (REL.) 2 REL.) 20' M N ' NEW 3"P PB4- NE) 2" 1 I PVC -----SEX. LP6 HH3 0 PEDESTRIAN PUSH BUTTON POLE WITH NEW PUSH BUTTON AND ASSOCIATED SIGN STA 97+15 STA 1097+15 REMOVE 18 LF OF 3" PVC CONDUIT REMOVE 4 LF OF 3" PVC CONDUIT REMOVE CONCRETE HANDHOLE. NEW 3" PVC REMOVE 6 LF OF 3" PVC CONDUIT NEW CONDUIT TIED INTO EXISTING CONDUIT .- ._a =PVC NEW 3„ PVC RELOCATE EXISTING TRAFFIC SIGNAL POLE WITH 20' MAST ARM AND TRANSFORMER BASE TO NEW FOOTING WITH NEW ANCHOR BOLTS. RELOCATE ALL EXISTING SIGNAL EQUIPMENT WITH POLE, EXCEPT REMOVE EXISTING PEDESTRIAN PUSH BUTTON AND ASSOCIATED SIGN AND REPLAC W. J11 -0 0 2. n oNoy EMOVE EXISTING PUSH UTTON AND ASSOCIATED IGN. I 0 3 6 12 REMOVE SIGNAL HEAD 2-4 AND RELOCATE TO POLE 1 MAST ARM; REPLACE WITH NEW SIGNAL HEAD 5-2. EX. 27_PVC __ O REMOVE SIGNAL HEAD 2-3; REPLACE WITH NEW SIGNAL HEAD 5-1. RELOCATE 5 FEET IN (TO EAST) ON EXISTING MAST ARM. RELOCATE FROM POLE 4 RELOCATE 18 FEET IN (TO EAST) ON EXISTING MAST ARM. ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS X 0 POLE 1 C� HH10 EXISTING 3" PVC (SPARE) DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE 8/8/2018 PROJECT NO N.07 OF SIG PED PED PB ST LT GR TR PT EVP DET EVP LT SM HH VIDEO P/F—COAX ABBREVIATIONS SIGNAL HEAD CABLE PEDESTRIAN HEAD CABLE PEDESTRIAN HEAD PUSH BUTTON CABLE STREET LIGHT POWER CABLE GROUND WIRE 1C #6 TRACER WIRE 1 C #10 PULL TAPE EVP DETECTOR CABLE EVP CONFIRMATION LIGHT SINGLE MODE FIBER OPTIC CABLE HANDHOLE VIDEO DETECTION POWER/FOCUS—COAXIAL CABLE NEW 2" PVC [18 LF TRENCHED] 1-12c SIG [NEW] 1-5c SIG [NEW] 2-5c PED [NEW] 2-2c PED PB [NEW] 1-VIDEO P/F - COAX [NEW] GR/TR/PT [NEW] A\SBOROUGH AVENUE EX. 2" PVC [RMV] 1-2c DET [RMV] GR/TR/PT [RMV] 1-INTERCONNECT (12 PR) [RMV & REL] EX. 2" PVC [RMV] 1-12c SIG [RMV] 1-5c SIG [RMV] 2-5c PED [RMV] 5c PED PB [RMV] GR/TR/PT [RMV] EX. 3" PVC [RMV 18 LF AT E END; ADD 19 LF NEW 3" PVC AT E END; 73 LF UAC] 2-12c SIG [RMV] 2-5c SIG [RMV] 3-5c PED [RMV] 3-5c PED PB [RMV] 1-INTERCONNECT (12 PR) [RMV & RNSTL] 1-2c DET [RMV & RNSTL] 1-VIDEO P/F - COAX [RMV & RNSTL] GR/TR/PT [RMV & RNSTL] 1-VIDEO P/F - COAX [NEW] EX_ NEW 2" PVC [104 LF TRENCHED] 1-2c DET [NEW] GR/TR/PT [NEW] 1-INTERCONNECT (12 PR) [REL'D] PB4-2 NEW 2" PVC [4 LF TRENCHED] 1-2c PED PB [NEW] GR/TR/PT [NEW] NEW 2" PVC [10 LF TRENCHED] 3-5cSIG [NEW] 1-5c PED [NEW] GR/TR/PT [NEW] 3-lc STLT [REL'D] 1-VIDEO P/F - COAX [REL'D] 1-3c FIRE LANE BEACON [REL'D] NEW 2" PVC [8 LF TRENCHED] 2-2c PED PB [NEW] GR/TR/PT [NEW] 97 NEW 3" PVC [32 LF TRENCHED; 60 LF BORED] 2-12c SIG [NEW] 2-5cSIG [NEW] 3-5c PED [NEW] 3-2c PED PB [NEW] GR/TR/PT [NEW] NEW CONDUIT TIED INTO EXISTING CONDUIT NEW 3" PVC REL.) 20 M.A. POLE 2 (NEW) POLE 4 �rl SEX )18' M.A.t�� EX. 3" PVC [UAC] 1-12c SIG [RMV] 1-5c SIG [RMV] 1-5c PED [RMV] 1-5c PED PB [RMV] 1-INTERCONNECT (12 PR) [RMV & RNSTL] 1-2c DET [RMV & RNSTL] 1-VIDEO P/F - COAX [RMV & RNSTL] GR/TR/PT [RMV & RNSTL] HH3 NEW 3" PVC [7 LF TRENCHED; 35 LF BORED] 1-12c SIG [NEW] 1-5cSIG [NEW] 1-5c PED [NEW] 1-2c PED PB [NEW] GR/TR/PT [NEW] EX. 2" PVC [RMV] 2-5c SIG [RMV] 1-5c PED [RMV] 1-5c PED PB [RMV] GR/TR/PT [RMV] 3-1c STLT [RMV & REL] 1-VIDEO P/F - COAX [RMV & REL] 1-3c-FIRE LANE BEACON [RMV & REL] NEW 3" PVC NEW CONDUIT TIED INTO EXISTING CONDUIT STA 97+15 STA 1097+15 EX. 3" PVC [RMV 6 LF AT S END; ADD 8 LF NEW 3" PVC AT S END; 68 LF UAC] 2-12c SIG [RMV] 4-5c SIG [RMV] 4-5c PED [RMV] 4-5c PED PB [RMV] 1-2c DET [RMV] - (EX. DET LOOPS TO S) 3-lc STLT [RMV & REL] 1-3c FIRE LANE BEACON [RMV & REL] 2-INTERCONNECT (12 PR) [RMV & RNSTL] 1-2c DET [RMV & RNSTL] - (EX. DET LOOPS TO N) 2-VIDEO P/F - COAX [RMV & RNSTL] GR/TR/PT [RMV & RNSTL] 1-2c DET [NEW] - (NEW DET LOOPS TO S) 1-VIDEO P/F-COAX [NEW] PVC EX. 2" PVC [UAC] 1-12c SIG [RMV] 1-5c SIG [RMV] 1-5c PED [RMV] 1-5c PED PB [RMV] 1-VIDEO P/F - COAX [RMV & RNSTL] 1-12c SIG [NEW] 1-5cSIG [NEW] 1-5c PED [NEW] GR/TR/PT [RMV & RNSTL] NEW 2" PVC [15 LF TRENCHED] 1-2c PED PB [NEW] GR/TR/PT [NEW] 1QD o‹; t-P;c-"v>o egiNI I POLE 1 HH7 EX. 2" PVC [UAC] 1-INTERCONNECT (12 PR) [UAC] 1-2c DET [UAC] GR/TR/PT [UAC] 0 3 6 12 NEW 3" PVC [35 LF TRENCHED; 39 LF BORED] 2-12c SIG [NEW] 5-5c SIG [NEW] 4-5c PED [NEW] 4-2c PED PB [NEW] GR/TR/PT [NEW] 3-1c STLT [REL'D] 1-3c FIRE LANE BEACON [REL'D] HH10 EX. 2" PVC [10 LF UAC] 1-12c SIG [UAC] 3-lc STLT [UAC] 2-EVP LT [UAC] 2-EVP DET [UAC] GR/TR/PT [UAC] 1-VIDEO P/F - COAX [NEW] EX. 3" PVC [UAC] 2-12c SIG [NEW] 5-5c SIG [NEW] 4-5c PED [NEW] 4-2c PED PB [NEW] GR/TR/PT [NEW] 3-1c STLT [REL'D] 1-3c FIRE LANE BEACON [REL'D] PROPOSED TRAFFIC SIGNAL WIRING PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: N.08 Page 67 of 464 OF z 0! TRANSVERSE ] NEW 2" PVC [16 LF TRENCHED] 1-2c DET [NEW] GR/TR/PT [NEW] STA 94+11, 7.5' AND 18.5' RT (CENTER OF LOOP) SAW -CUT VEHICLE DETECTOR LOOPS 95 ANSROROUGH AVER NEW 2" PVC [158 LF TRENCHED] 1-2c DET [NEW] GR/TR/PT [NEW] 1-INTERCONNECT (12 PR) [REL'D] EX. 2" PVC [RMV 155 LF] 1-2c DET [RMV] GR/TR/PT [RMV] 1-INTERCONNECT (12 PR) [RMV & REL] Paae 68 of 464 HH4 HH4A 96 REMOVE CONCRETE HANDHOLE EX. 2" PVC [RMV 110 LF] 1-2c DET [RMV] GR/TR/PT [RMV] 1-INTERCONNECT (12 PR) [RMV & REL] NEW 2" PVC [104 LF TRENCHED] 1-2c DET [NEW] GR/TR/PT [NEW] 1-INTERCONNECT (12 PR) [REL'D] EL) 20 z J a_ J 0 0 u_ u_ co 0 0 0 0 WATERLOO, IOWA ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: OF Lill z/PB6-2Q TV L z z 8_ MJJ 33, NOTES: 1. INSTALL NEW TRAFFIC SIGNAL CABLE, PEDESTRIAN SIGNAL CABLE, AND PEDESTRIAN PUSHBUTTON CABLE TO TRAFFIC SIGNAL POLES AND REMOTE PEDESTRIAN PUSHBUTTON POLES IN SE, SW, AND NW CORNERS OF INTERSECTION USING NEW OR EXISTING CONDUIT, AS INDICATED. 2. REMOVE EXISTING TRAFFIC SIGNAL CABLE, PEDESTRIAN SIGNAL CABLE, AND PEDESTRIAN PUSHBUTTON CABLE FOR TRAFFIC SIGNAL POLES IN SE, SW, AND NW CORNERS OF INTERSECTION FROM EXISTING CONDUITS, AS INDICATED, AFTER NEW CABLES FOR THESE ARE INSTALLED IN NEW AND EXISTING CONDUITS, AS INDICATED, AND ARE OPERATING TRAFFIC SIGNAL HEADS, PEDESTRIAN SIGNAL HEADS, AND PEDESTRIAN PUSHBUTTONS. 3. REMOVE EXISTING STREET LIGHT CABLE, VIDEO CAMERA P/F CABLE, FIRE LANE BEACON CABLE FOR TRAFFIC SIGNAL POLES IN SE, SW, AND NW CORNERS OF INTERSECTION FROM EXISTING CONDUITS, AS INDICATED, AND REINSTALL IN NEW AND EXISTING CONDUITS, AS INDICATED. 4. REMOVE AND REINSTALL EXISTING VIDEO CAMERA COAX CABLE FOR TRAFFIC SIGNAL POLES IN SE AND NW CORNERS OF INTERSECTION FROM EXISTING CONDUITS, AS INDICATED, AND REINSTALL IN EXISTING AND NEW CONDUITS, AS INDICATED. 5. REMOVE AND REINSTALL DETECTOR RUN CABLE (FOR ADVANCE LOOPS ON NORTH APPROACH OF INTERSECTION) AND 12-PR INTERCONNECT CABLE FROM CONTROLLER CABINET TO EX. HH 3 IN NW CORNER OF INTERSECTION, USING EXISTING CONDUIT, AS INDICATED. 6. REMOVE AND REINSTALL 12-PR INTERCONNECT CABLE FROM CONTROLLER CABINET TO EX. HH 5 ALONG EAST SIDE OF SOUTH APPROACH OF INTERSECTION, USING EXISTING AND NEW CONDUIT, AS INDICATED. 7. INSTALL DETECTOR RUN CABLE (FOR NEW ADVANCE LOOPS ON SOUTH APPROACH OF INTERSECTION) FROM CONTROLLER CABINET TO NEW HH 6, USING EXISTING AND NEW CONDUIT, AS INDICATED. EX. 2" PVC [UAC] 1-INTERCONNECT (12 PR) [UAC] 1-2c DET [UAC] GR/TR/PT [UAC] ANSBOROUGH AVENUE Page 69 of 464 z 0 5 10 20 EX. 2" PVC [UAC] 1-INTERCONNECT (12 PR) [UAC] 1-2c DET [UAC] GR/TR/PT [UAC] PROPOSED TRAFFIC SIGNAL PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS WATERLOO, IOWA DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: OF TRAFFIC SIGNAL POLE DATA: ANSBOROUGH AVE AND DOWNING AVE 100-TS1 Ament POLE NO. POLE TYPE (PB = PUSH BUTTON) MAST ARM LENGTH OR PEDESTAL HEIGHT (Ft) 1 TRAFFIC 2 TRAFFIC 3 LUMINAIRE ARM FOOTING DIMENSIONS NOTES / REMARKS TOTAL QUANTITY SIGNAL HEADS SIGNS Qty Location On Arm (Ft) Type of Signal Backplate Provided (Y or N) Qty Location On Arm (Ft) Sign Size (H x V) (Inches) Sign Area (Sq Ft) Length (Ft) Mounting Height (Ft) Orient- ation (Deg) Dia (Ft) Depth perSch. (Ft) 1 (EX) COMBINATION SIGNAL / LIGHTING 48 4 0 (EX), 18 (REL), 29.5 (REL), 47.5 (NEW) (1) 3-section, (1) 3-section, (1) 3-section, (1) 3-section Y 2 12 (REL), 47 (NEW) 72 X 18 (REL), 30 X36 (NEW) 16.5 15 (EX) 30 0 3.5 ?? MOUNT NEW VIDEO CAMERA WITH 10' RISER AT 38' OUT FROM POLE; EX EVP DETECTORS / CONF. LIGHTS MOUNTED AT 41' OUT FROM POLE 0 2 (REL) COMBINATION SIGNAL / LIGHTING 20 4 0 (EX), 0 (EX), 0 (NEW), 19.5 (EX) (1) 3-section, (1) 3-section, (1) 3-section, (1) 3-section Y 2 (BACK -TO - BACK) 14 90 X 18 (EX; BOTH) 11.25 15 (EX) 30 90 3.5 10.0 EX VIDEO CAMERA WITH +/- 6' RISER MOUNTED AT 9.5' OUT FROM POLE; (1) EX PEDESTRIAN SIGNAL HEAD ON POLE 1 3A SIGNAL 44 5 0 (NEW), 0 (NEW), 19 (NEW), 30.5 (NEW), 43.5 (NEW) (1) 3-section, (1) 3-section, (1) 3-section, (1) 3-section, (1) 3-section Y 2 13 REL), 41 (NEW) 72 X 18 REL), 30 X36 (NEW) 16.5 N/A N/A N/A 3.5 13.0 MOUNT NEW VIDEO CAMERA WITH 10' RISER AT 33.5' OUT FROM POLE; RELOCATE (2) EX PEDESTRIAN SIGNAL HEADS FROM EX POLE TO NEW POLE 1 4 (EX) SIGNAL 18 3 0 (EX), 0 (NEW), 17.5 (EX (1) 5-section, (1) 3-section, (1) 3-section Y N/A N/A N/A 0 N/A N/A N/A 3.5 ?? EX VIDEO CAMERA WITH +/- 6' RISER MOUNTED AT 15' OUT FROM POLE; (1) EX COUNTDOWN PEDESTRIAN SIGNAL HEAD ON POLE 0 PB4 2 PEDESTRIAN PB POST 5 __ _ 1 9 X 12 0.75 — — 1 4.0 (1) PEDESTRIAN PUSH BUTTON W/ R10-3B (LT ARROW) 1 PB4-1 PB6-2 PEDESTRIAN PB POST 5 -- --- --- --- 2 -- 9 X 12 (BOTH) 1.5 -- --- -- 1 4.0 (2) PEDESTRIAN PUSH BUTTONS W/ R10-3B (RT ARROW) 1 PB6 1 PEDESTRIAN PB POST 5 — _ 1 — 9 X 12 0.75 1 4.0 (1) PEDESTRIAN PUSH BUTTON W/ R10-3B (LT ARROW) 1 NOTES: 1 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF 2 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF DIMENSIONS OF EXISTING MAST ARM -MOUNTED STREET NAME SIGNS ARE APPROXIMATE. 3 ORIENTATION OF LUMINAIRE ARM REPRESENTS A COUNTERCLOCKWISE ANGLE MEASURED FROM THE SIGNAL - TOWARD END OF MAST ARM. DISTANCE OF "0" MEANS SIDE OF POLE -MOUNTED SIGN - TOWARD END OF MAST ARM. DISTANCE OF "0" MEANS SIDE OF POLE -MOUNTED. CENTERLINE OF THE MAST ARM. MGD DRAWN BY: BAW DATE. September 17, 2:33pm APPROVED BY: Cover Sheet.dwg I N.11 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 Iax319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.11 100-TS2 CONDUIT 100-TS6 BASE LOCATIONS: Aens m Amens ANSBOROUGH AVE AND DOWNING AVE ANSBOROUGH AVE AND DOWNING AVE CT R-T O-CT R DISTANCE (FT) TRENCHED BORED CONTROLLER (CENTER OF FOOTING) ROADWAY APPROACH STATION OFFSET ELEVATION 0 u_ O 0 PVC PVC REMARKS Ansborough Avenue @ Downing Avenue (EX) 1097+68.0 48.0' RT 2" 3" 4" 2" 3" 4" POLE (CENTER OF FOOTING) NO. STATION OFFSET ELEVATION 1 (EX) 1097+56.0 48.0' RT 0 EX X 2 (REL) 96+93.0 53.5' RT 855.07 EX. X EX. P1 10 0 EX. CONDUIT- UAC 3A 96+82.5 36.5' RT 854.61 EX. X NEW HH1A 76 8 EX. CONDUIT W/ NEW CONDUIT ADDED AT S END 4 (EX) 1097+39.0 59.0' LT EX. X NEW HH10 5 0 EX. CONDUIT- UAC PB4-2 96+90.5 45.0' RT 854.94 NEW HH10 NEW HH1A 74 35 39 PB4-1 / PB6-2 96+90.5 35.0' LT 854.39 NEW HH1A REL. P2 10 10 PB6-1 1097+44.5 40.0' LT 854.65 NEW HH1A NEW PB 4-2 4 4 NEW HH1A NEW HH4A 104 104 NEW HH4A EX HH5 158 158 EX. HH5 NEW HH6 16 16 NEW HH1A EX HH2 92 19 EX. CONDUIT W/ NEW CONDUIT ADDED AT E END NEW HH1A EX HH2 92 32 60 EX. HH2 NEW P3A 18 18 NEW P3A NEW PB 4-1 / PB 6-2 8 8 EX. HH2 EX HH3 42 0 0 EX. CONDUIT - UAC EX. HH2 EX HH3 42 7 35 EX. HH3 EX. P4 5 0 EX. CONDUIT - UAC EX. HH3 NEW PB 6-1 15 15 EX. HH3 EX HH7 32 0 EX. CONDUIT - UAC EX. HH7 EX HH8 174 0 EX. CONDUIT - UAC EX. HH8 EX HH9 32 0 EX. CONDUIT - UAC SUBTOTAL 333 101 0 0 134 0 +5D/0 17 5 0 0 7 0 TOTAL (Rounded) 350 110 0 0 150 0 X= Controller; P1 = Pole 1; HH1 = Handhole 1; 0= Power Source MGD DRAWN BY: BAW DATE: September 17, 2:34pm APPROVED BY: Cover Sheet.dwg I N.12 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 lax 319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.12 REMOVED CABLE ANSBOROUGH AVE AND DOWNING AVE 100-TS7 Am ent 0 0 1—Fire CTR-TO-CTR DISTANCE (FT) LIGHT POWER CONTROL COMMUNICATION PULL ROPE GROUND TRACER DETECTION DETECTION DETECTION DETECTION REMARKS 1c #10 1c #3 3c #14 Lane Beacon 12c #16 7c #16 5c #16 2c #16 12-PR 12-CT SMFO 72-CT SMFO lc #6 lc #10 2c #16 (FOR LOOPS) VIDEO POWER! FOCUS - COAXIAL CABLE EVP DETECTOR CABLE EVP CONFIRM. LIGHT CABLE 0 EX X -- 0 -- --- --- EX X EX P1 10 0 0 0 0 0 UAC EX CABLE EX P1 EX HEAD 2-1 0 UAC EX CABLE EX P1 REL HEAD 2-4 0 EX P1 REL HEAD 2-2 I I I 0 0 0 UAC EX CABLE EX P1 NEW CAMERA 0 EX P1 EX EVP UNIT UAC EX CABLE EX P1 NEW HEAD 5-1 0 UAC EX CABLE EX X NEW HH1 76 0 152 912 0 0 0 0 76 0 EX X NEW HH10 5 0 0 0 0 0 0 0 NEW HH10 NEW HH1A 74 0 0 0 0 0 0 0 EX HH1 EX P2 7 0 0 28 7 7 7 0 NEW HH1A NEW PB 4-2 4 0 0 0 0 REL. P2 EX HEAD 4-1 0 REL. P2 EX HEAD 4-2 0 REL. P2 NEW HEAD 1-2 0 REL. P2 EX HEAD 2-5 0 REL. P2 EX HEAD P 4-1 0 REL P2 EX CAMERA 0 REL P2 EX LUMINAIRE 0 REL P2 EX FIRE LANE BEACON 0 EX HH1 EX HH4 104 0 104 104 104 104 EX HH4 EX HH5 158 0 158 158 158 158 EX HH5 NEW HH6 16 0 0 0 0 EX HH1 EX HH2 92 184 736 0 0 0 0 0 0 NEW HH1A EX HH2 92 0 0 0 0 0 0 EX HH2 EX P3 6 6 30 0 6 6 6 NEW P3A NEW PB 4-1 / PB 6-2 8 0 0 0 0 EX P3 EX HEAD 6-1 15 EX P3 EX HEAD 6-2 51 EX P3 EX HEAD 6-3 57 EX P3 NEW CAMERA 0 EX P3 NEW HEAD 1-1 0 EX P3 EX HEAD 8-3 15 EX P3 EX HEAD P 4-2 12 EX P3 EX. HEAD P 6-1 12 EX HH2 EX HH3 42 42 126 0 0 0 0 0 EX HH2 EX HH3 42 0 0 0 0 0 0 0 EX HH3 EX P4 5 5 15 0 0 0 0 EX HH3 NEW PB 6-1 15 0 0 0 0 EX P4 EX HEAD 8-1 0 EX P4 EX HEAD 8-2 0 EX P4 EX HEAD 2-4 0 EX P4 EX HEAD P 6-2 0 EX P4 EX CAMERA 0 EX HH3 EX HH7 32 0 0 0 0 0 EX HH7 EX HH8 174 0 0 0 0 0 EX HH8 EX HH9 32 0 0 0 0 0 SUBTOTAL 0 0 0 389 0 2009 0 0 0 0 275 275 275 338 0 0 0 + 5% 0 0 0 19 0 100 0 0 0 0 14 14 14 17 0 0 0 TOTAL (Rounded) 0 0 0 410 0 2110 0 0 0 0 290 290 290 360 0 0 0 X= Controller; P1 = Pole 1; HH1 = Handhole 1; 0= Power Source DRAWN BY: BAW MGD DATE: September 17, 2:35pm APPROVED BY: Cover Sheet.dwg I N.13 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 Fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.13 RELOCATED / REINSTALLED CABLE ANSBOROUGH AVE AND DOWNING AVE 100-TS7 Am ent 0 cc LL 0 1- LIGHT POWER CONTROL COMMUNICATION PULL ROPE GROUND TRACER DETECTION DETECTION DETECTION DETECTION lc#10 1 c #3 3c #14 Fire Lane Beacon 12c #16 7c #16 5c #16 2c #16 12-PR 12-CT SMFO 72-CT SMFO lc #6 1c#10 2c #16 (FOR LOOPS) VIDEO POWER/ FOCUS - COAXIAL CABLE EVP DETECTOR CABLE EVP CONFIRM. LIGHT CABLE REMARKS 0 EX X 0 EX X EX P1 10 0 0 0 0 0 UAC EX CABLE EX P1 EX HEAD 2-1 0 UAC EX CABLE EX P1 REL HEAD 2-4 0 EX P1 REL HEAD 2-2 0 0 0 UAC EX CABLE EX P1 NEW CAMERA 0 EX P1 EX EVP UNIT UAC EX CABLE EX P1 NEW HEAD 5-1 0 UAC EX CABLE EX X NEW HH1A 76 76 152 76 76 76 76 152 EX X NEW HH10 5 15 0 0 0 0 0 0 NEW HH10 NEW HH1A 74 222 0 0 0 0 0 0 NEW HH1A REL. P2 10 30 10 0 0 0 0 10 NEW HH1A NEW PB 4-2 4 0 0 0 0 REL. P2 EX HEAD 4-1 0 REL. P2 EX HEAD 4-2 0 REL. P2 NEW HEAD 1-2 0 REL. P2 EX HEAD 2-5 0 REL. P2 EX HEAD P 4-1 0 REL. P2 EX CAMERA 36 REL. P2 EX LUMINAIRE 153 REL. P2 EX FIRE LANE BEACON 20 NEW HH1A NEW HH4A 104 104 0 0 0 0 NEW HH4A EX HH5 158 158 0 0 0 0 EX HH5 NEW HH6 16 0 0 0 0 NEW HH1A EX HH2 92 92 92 92 92 92 92 NEW HH1A EX HH2 92 0 0 0 0 0 0 EX HH2 NEW P3A 18 0 0 0 0 0 0 NEW P3A NEWPB4-1/PB6-2 8 0 0 0 0 NEW P3A NEW HEAD 6-1 0 NEW P3A NEW HEAD 6-2 0 NEW P3A NEW HEAD 6-3 0 NEW P3A NEW CAMERA 0 NEW P3A NEW HEAD 1-1 0 NEW P3A NEW HEAD 8-3 0 NEW P3A REL. HEAD P 4-2 0 NEW P3A REL. HEAD P 6-1 0 EX HH2 EX HH3 42 42 42 42 42 42 EX HH2 EX HH3 42 0 0 0 42 0 0 0 EX HH3 EX P4 5 0 0 5 5 5 5 EX HH3 NEW PB 6-1 15 0 0 0 0 EX P4 EX HEAD 8-1 0 EX P4 EX HEAD 8-2 0 EX P4 NEW HEAD 5-2 0 EX P4 EX HEAD P 6-2 0 EX P4 EX CAMERA 41 EX HH3 EX HH7 32 0 0 0 0 0 EX HH7 EX HH8 174 0 0 0 0 0 EX HH8 EX HH9 32 0 0 0 0 0 SUBTOTAL 420 106 0 0 0 0 548 0 0 215 215 215 210 378 0 0 + 5% 21 5 0 0 0 0 27 0 0 11 11 11 11 19 0 0 TOTAL (Rounded) 450 120 0 0 0 0 580 0 0 230 230 230 230 400 0 0 X= Controller; P1 = Pole 1; HH1 = Handhole 1; 0= Power Source DRAWN BY: BAW MGD DATE: September 17, 2:35pm APPROVED BY: Cover Sheet.dwg I N.14 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 Fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.14 NEW CABLE ANSBOROUGH AVE AND DOWNING AVE 100-TS7 Am ent 2 0 u- 0 EX X EX P1 EX P1 EX P1 EX P1 EX P1 EX P1 0 1- EX X EX P1 EX HEAD 2-1 REL. HEAD 2-4 REL. HEAD 2-2 NEW CAMERA EX EVP UNIT NEW HEAD 5-1 LIGHT lc #10 10 POWER CONTROL COMMUNICATION PULL ROPE lc #3 3c #14 Fire Lane Beacon 12c #16 7c #16 5c #16 2c #16 12-P R 12-CT SMFO 72-CT SMFO 0 0 0 43 0 GROUND TRACER DETECTION DETECTION DETECTION DETECTION lc#6 lc #10 2c #16 (FOR LOOPS) VIDEO POWER! FOCUS - COAXIAL CABLE EVP DETECTOR CABLE EVP CONFIRM. LIGHT CABLE REMARKS 0 0 10 0 0 UAC EX CABLE UAC EX CABLE 0 0 UAC EX CABLE 67 0 UAC EX CABLE UAC EX CABLE EX X NEW HH1A 76 0 0 0 0 0 76 76 EX X NEW HH10 5 0 10 45 20 5 5 5 NEW HH10 NEW HH1A 74 0 148 666 296 74 74 74 NEW HH1A NEW HH1A REL. P2 REL. P2 REL. P2 REL. P2 REL. P2 REL. P2 REL. P2 REL. P2 NEW HH1A NEW HH4A EX HH5 NEW HH1A NEW HH1A EX HH2 NEW P3A NEW P3A NEW P3A NEW P3A NEW P3A NEW P3A NEW P3A NEW P3A NEW P3A REL. P2 NEW PB 4-2 EX HEAD 4-1 EX HEAD 4-2 NEW HEAD 1-2 EX HEAD 2-5 EX HEAD P 4-1 EX CAMERA EX LUMINAIRE EX FIRE LANE BEACON NEW HH4A EX HH5 NEW HH6 EX HH2 EX HH2 NEW P3A NEW PB 4-1 / PB 6-2 NEW HEAD 6-1 NEW HEAD 6-2 NEW HEAD 6-3 NEW CAMERA NEW HEAD 1-1 NEW HEAD 8-3 REL. HEAD P 4-2 REL. HEAD P 6-1 10 0 0 40 10 10 10 4 0 104 158 16 92 92 18 8 EX HH2 EX HH2 EX HH3 EX HH3 EX P4 EX P4 EX P4 EX P4 EX P4 EX HH3 EX HH7 EX HH8 EX HH3 EX HH3 EX P4 NEW PB 6-1 EX HEAD 8-1 EX HEAD 8-2 NEW HEAD 5-2 EX HEAD P 6-2 EX CAMERA EX HH7 EX HH8 EX HH9 42 42 13 4 0 0 15 0 0 0 0 0 104 158 16 184 0 460 276 0 92 18 54 36 18 34 8 15 44 56 69 15 12 12 42 84 42 0 0 42 4 4 0 0 104 158 16 104 158 16 104 158 16 0 92 0 0 92 92 18 18 18 8 8 63 0 42 0 0 42 0 5 5 10 0 0 0 15 20 15 15 15 0 0 0 15 0 32 174 32 SUBTOTAL + 5% TOTAL 0 (Rounded) 0 0 0 0 0 0 0 0 0 0 0 0 407 0 1655 737 0 0 0 0 20 0 83 37 0 0 0 0 430 0 1740 780 0 0 0 546 27 580 0 0 0 0 0 0 0 0 0 0 546 27 580 546 354 326 0 0 27 18 16 0 0 580 380 350 0 0 X= Controller; P1 = Pole 1; HH1 = Handhole 1 0= Power Sourc MGD DRAWN BY: BAW DATE. September 17, 2:36pm APPROVED BY: Cover Sheet.dwg I N.15 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 1ax319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.15 POLE AND MAST ARM SIGNS: 100-TS8 Ament ANSBOROUGH AVE AND DOWNING AVE SIGN NUMBER LEGEND REINSTALL OR INSTALL ONLY QUANTITY FURNISH AND INSTALL QUANTITY REMARKS D3-la (A) "Ansborough Aye" 0 D3-1 b (B) "Downing Ave" 2 R3-5 [LEFT ARROW] / "ONLY" 2 Mount on mast arm for Poles 1 and 3A R10-3b (Rt) See Standard Detail 2 Mount on pedestrian push button posts R10-3b (Lt) See Standard Detail 2 Mount on pedestrian push button posts TOTAL 2 6 Notes: 1. New Street Name signs, if proposed, are to be furnished by City. Contractor shall furnish new mounting brackets and hardware and install new signs on traffic signal mast arms. This work shall be incidental to lump sum item for traffic signal installation. 2. Furnishing and installing signal signs, mounting brackets, and hardware shall be incidental to lump sum item for traffic signal installation. 3. Pedestrian push button signs shall be R10-3b signs, each with appropriate directional arrow. Furnishing and installing pedestrian push button signs and mounting hardware shall be incidental to lump sum item for traffic signal installation. REMOVED TRAFFIC SIGNAL HEADS AND PEDESTRIAN PUSH ANSBOROUGH AVE AND DOWNING AVE 100-TS9 BUTTONS: Ament POLE NUMBER SIGNAL HEAD NUMBER 3-SECTION 3-SECTION (w/ LT ARROWS) 4-SECTION (wl LTARROW) 4-SECTION (wl FLASHING LT ARROW) 5-SECTION (wl LT ARROWS) 5-SECTION (w/ RT ARROWS) PEDESTRIAN (HAND I MAN) PEDESTRIAN COUNTDOWN (HAND I MAN) PEDESTRIAN PUSH BUTTON MOUNTING REMARKS OVERHEAD (MAST ARM) SIDE OF POLE 1 2-1 0 0 2-2 0 0 2-3 1 1 2 4-1 0 0 4-2 0 0 2-5 0 0 P4-1 0 0 3 6-1 1 1 ON EXISTING POLE 3 TO BE REMOVED 6-2 1 1 ON EXISTING POLE 3 TO BE REMOVED 6-3 1 1 ON EXISTING POLE 3 TO BE REMOVED 8-3 1 1 ON EXISTING POLE 3 TO BE REMOVED P4-2 0 0 P6-1 0 0 4 8-1 0 0 8-2 0 0 5-2 0 0 P6-2 0 0 PB4-1 0 ON EXISTING POLE 3 TO BE REMOVED PB4-2 1 PB6-1 1 PB6-2 0 ON EXISTING POLE 3 TO BE REMOVED TOTAL 3 0 2 0 0 0 0 0 2 3 2 MGD DRAWN BY: BAW DATE. September 17, 2:36pm APPROVED BY: Cover Sheet.dwg I N.16 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 Iax319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.16 RELOCATED TRAFFIC SIGNAL HEADS AND PEDESTRIAN PUSH BUTTONS: ANSBOROUGH AVE AND DOWNING AVE 100-TS9 Ament POLE NUMBER SIGNAL HEAD NUMBER 3-SECTION 3-SECTION (w/ LT ARROWS) 4-SECTION (wl FLASHING LT ARROW) 5-SECTION (w/ LT ARROWS) 5-SECTION (wl RT ARROWS) PEDESTRIAN (HAND / MAN) COUNTDOWN (HAND / MAN) PEDESTRIAN PUSH BUTTON MOUNTING REMARKS OVERHEAD (MAST ARM) SIDE OF POLE 1 2-1 0 0 2-4 1 1 Currently side -of -pole -mounted on Pole 4. 2-2 1 1 Currently mast arm -mounted on Pole 1. 2 4-1 0 0 4-2 0 0 2-5 0 0 P4-1 0 0 3A 6-1 0 0 6-2 0 0 6-3 0 0 8-3 0 0 P4-2 1 1 P6-1 1 1 4 8-1 0 0 8-2 0 0 P6-2 0 0 PB4-1 0 P B 4-2 0 PB6-1 0 P B 6-2 0 TOTAL 2 0 0 0 0 2 0 0 2 2 Note: All traffic signal heads shall have backplates. MGD DRAWN BY: BAW DATE: September 17, 2:37pm APPROVED BY: Cover Sheet.dwg I N.17 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 lax 319-378.1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. 11.11 NEW TRAFFIC SIGNAL HEADS AND PEDESTRIAN PUSH BUTTONS: ANSBOROUGH AVE AND DOWNING AVE 100-TS9 Ament POLE NUMBER SIGNAL HEAD NUMBER 3-SECTION 3-SECTION (w/ LT ARROWS) 4-SECTION (w/ FLASHING LT ARROW) 5-SECTION (w/ LT ARROWS) 5-SECTION (w/ RT ARROWS) PEDESTRIAN (HAND / MAN) COUNTDOWN (HAND / MAN) PEDESTRIAN PUSH BUTTON MOUNTING REMARKS OVERHEAD (MAST ARM) SIDE OF POLE 1 2-1 0 0 2-4 0 0 2-2 0 0 5-1 1 1 2 4-1 0 0 4-2 0 0 2-5 0 0 1-2 1 1 P4-1 0 0 3A 6-1 1 1 6-2 1 1 6-3 1 1 1-1 1 1 8-3 1 1 P4-2 0 0 P6-1 0 0 4 8-1 0 0 8-2 0 0 5-2 1 1 P6-2 0 0 PB4-1 1 PB4-2 1 PB6-1 1 PB6-2 1 TOTAL 4 4 0 0 0 0 0 4 4 4 Note: All traffic signal heads shall have backplates. MGD DRAWN BY: BAW DATE. September 17, 2:39pm APPROVED BY: Cover Sheet.dwg I N.18 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 Iax319-378.1975 J Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Traffic Signal Tabulations AMENT PROJECT NUMBER: SHEET NO. N.18 N J. & SUSAN E. SCHMITT 1324 MERLYN & ALYCE KLOCKE 1314 9 ANSBOROUGH AVENUE T AND S PROPERTIES MANAGE FI, LLC 1315-1325 0 15 30 RONALD A. DILLAVOU 1304' z 60 JUSTIN L. ELSE 903 BL ANS-1-0R0,-VG-H-AVEN-U-E- MEd Page 78 of 464 T AND S PROPERTIES MANAGE II, LLC 1315-1325 O PAVEMENT MARKING PLAN ANSBOROUGH AVENUE AT DOWNING AVENUE REVISIONS WATERLOO, IOWA DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: _ OF 112-10A 112-10A POLLUTION PREVENTION PLAN 4-16-19 This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge EliminationSystem (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System(NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of General Permit No. 2 and the storm water pollution prevention plan which is part of these contract documents. Refer to Section 2602 of the Standard Specifications for additional information. This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, InspectionRequirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and Definitions. This plan references otherdocuments rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended asneeded per plan revisions or by contract modification, will be readily available for review. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments fromentering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance andimplementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is asource of potential pollution as defined in this PPP. I. A. ROLES AND RESPONSIBILITES Designer: 1. Prepares Base PPP included in the project plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Is signature authority on the Base PPP. B. Contractor: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2602 of the Standard Specifications. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. 4. Installs and maintains appropriate controls. This work may be subcontracted. 5. Supervises and implements good housekeeping practices. 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from the Contractor) is still responsible to review and sign inspection reports. 7. Complies with training and certification requirements of Section 2602 of the Standard Specifications. C. Subcontractors: 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 2. Implement good housekeeping practices. D. RCE/Project Engineer: 1. Is Project Storm Water Manager. 2. On projects where DOT is the Contracting Authority, is current with erosion control training or certification. 3. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit compliance. 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water requirements of the Applicable Permit. 5. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and subcontractors. 6. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or recommend such other actions as necessary to meet storm water requirements. 7. Is familiar with the Project PPP and storm water site map. 8. On projects where DOT is Contracting Authority, is responsible for monitoring inspection reports on a monthly basis, to determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the authority and responsibility to direct immediate actions to correct the deficiencies. 9. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm water requirements. 10. Is signature authority on Notice of Discontinuation. E. Inspector: 1. Updates PPP whenever there is a change in design, construction, operation, or maintenance which has a significant effect discharge of pollutants from the project. 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. 3. Makes these plans available to the DNR upon their request. 4. Conducts joint required inspections of the site with the contractor/subcontractor. 5. Completes an inspection report after each inspection. 6. Is signature authority on storm water inspection reports. on the DRAWN BY: BAW DATE: December 16, 10:01 am MGD POLLUTION PREVENTION PLAN 4-16-19 II. PROJECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the reconstruction of a Ansborough Avenue at Downing Avenue. B. This PPP covers approximately 0.6 acres with an estimated 0.6 acres being disturbed. The portion of the PPP covered by this contract has 0.6 acres disturbed. C. The PPP is located in an area of Finchford Urban Land Complex soil association. The estimated weighted average runoff coefficient number for this PPP after completion will be 0.65. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 1. Drainage Patterns - Plan and Profile sheets and Situation plans. 2. Proposed Slopes - Cross Sections. 3. Areas of Soil Disturbance - Construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls - Tabulations in C sheets. 5. Locations of Non-structural Controls - Tabulations in C sheets. 6. Locations of Stabilization Practices - Generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. 8. Locations where Storm Water is Discharged - Plan and Profile sheets. E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be documented by fieldbook entries. F. Runoff from this work will flow into the public storm sewer and will be discharged to Black Hawk Creek. III. CONTROLS A. The Contractor's ECIP specified in Article 2602.03 of the Standard Specifications for accomplishment of storm water controls should clearly describe the intended sequence of major activities, and for each activity define the control measure and the timing during the construction process that the measure will be implemented. B. Preserve vegetation in areas not needed for construction. C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B of the Standard Specifications. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing activities have: a) Permanently ceased on any portion of the site, or b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, 2, b above. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation (105-4) in the C sheets. 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Additional information may be found in Tabulations in the C or T sheets or is referenced in Section 2105 of the Standard Specifications. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water from surface when discharging basins, and controls to direct storm water to vegetated areas. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found in the B sheets or are referenced in the Standard Road Plans Tabulation (105-4) located in the C sheets. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. This may include velocity dissipation devices at discharge locations and along lengths of outfall channel as necessary to provide a non -erosion velocity flow from structure to water course. If included with this project, these items are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation (105-4) in the C sheets. The installation of these devices may be subject to Section 404 of the Clean Water Act. APPROVED BY: Cover Sheet.dwg I R.01 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 Fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Storm Water Pollution Prevention Plan AMENT PROJECT NUMBER: SHEET NO. R.01 112-10A 112-10A POLLUTION PREVENTION PLAN 4-16-19 2. OTHER CONTROLS a. Contractor disposal of unused construction materials and construction material wastes shall comply with all applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, storage, and use. 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 404 permit. 5) Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and clean-up spills and prevent material discharges to the storm drain system and waters of the state. 6) Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adversely affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not overflow during storm events. 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on foreslopes or removed from the project. 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of onsite fuels and proper disposal of used engine oil or other fluids on site. Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 9) Litter Management - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation or storm water would result in a discharge of pollutants. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off -site. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV. MAINTENANCE PROCEDURES The Contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the Contractor and the Contracting Authority at least once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 4. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 5. Major observations related to the implementation of the PPP. 6. Identification of corrective actions required to maintain or modify erosion and sediment control measures. 7. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the corrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicate an estimated date by which the corrections will be made. VI. NON -STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items, storm water monitoring inspection reports, and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. Also called Best Management Practices (BMPs) E. Signature Authority - Representative authorized to sign various storm water documents. DRAWN BY: BAW MGD POLLUTION PREVENTION PLAN 4-16-19 CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordancewith a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiryof the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. �l.Vo 07.4. Signature Michael G. Dryden, PE Printed or Typed Name Signature Signature DATE: September 17, 2:53pm APPROVED BY: Cover Sheet.dwg I R.02 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319-378-1401 Fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Storm Water Pollution Prevention Plan AMENT PROJECT NUMBER: SHEET NO. R.02 INTAKE PROTECTION TO BE USED: 1.1 DESCRIPTION This note includes the work neccesary to furnish, install, maintain, and remove curb intake and grate intake filters for erosion/sediment control on areas within the project limits in accordance with the contract documents and the following information. 1.2 MATERIALS The Contractor shall furnish material meeting the following requirements. A. CURB INTAKE PROTECTIONS Curb Intake Protection Devices shall be constructed in accordance with Iowa Department of Transportation Standard Road Plan EC-602, 'Open -Throat Curb Intake Sediment Filter." B. GRATE INTAKE FILTER 1. Ex -Inlet Guard Under Grate by Stetson Building Products, Inc. 2. Flexstorm 3. Road Drain products by WIMCO 4. Or approved equal 1.3 CONSTRUCTION A. The furnished intake protection shall be installed per manufacturer's instructions. B. Maintain intake protection devices in appropriate functional condition from initial installation to removal. Restore intake protection devices to their original condition in accordance with the manufacturer's recommendations when siltation has reduced their capacity. C. Maintenance of intake protection devices includes excavation and disposal of silt material trapped by the intake protection device. Dispose of the silt material off the project unless Engineer approves a suiteable site within the project limits. D. Removal of intake protection devices includes disposal of the intake protection devices off the project at an approved waste area according to Federal, State, and Local regulations. 1.4 METHOD OF MEASUREMENT Measurement for intake protection items will be as follows: A. Intake Protection By count for each intake protected. B. Maintenance of Intake Protection By count for each intake for which protection is maintained C. Removal of Intake Protection By count for each intake for which protection is removed. 1.5 BASIS OF PAYMENT Payment for intake protection items will be at the contract unit price as described below. Payment for construction of intake protection items is full compensation for labor, equipment, and material necessary to furnish and install the items according to the contract documents. A. Intake Protection Each for properly installed intake protection B. Maintenance of Intake Protection Each for intake protection properly cleaned out. C. Removal of Intake Protection Each for intake protection properly removed. END OF SECTION MGD DRAWN BY: BAW DATE. September 17, 2:54pm APPROVED BY: Cover Sheet.dwg I R.03 NO. REVISION DESCRIPTION APPROVED DATE Ament DESIGN Ament Design 625 32nd Avenue SW Cedar Rapids, IA 52404 ph. 319.378-1401 fax 319-378-1975 Ansborough Avenue Improvements From Black Hawk Road to Downing Avenue Waterloo, Iowa Erosion Control Plan Sheets AMENT PROJECT NUMBER: SHEET NO. R.03 1 i _ / I I \ D DOWNING 1 I AVENUE 1 0 (( / � 1 i \\ W z °,4e/ N --------------- - ------------------ i ....... C I i ; I i •a. �. �W!-'-- (w12.1. i 1 oogc o�o 0000 000 00 .���.�� 0 2.5 5 ,o W1103 CW110� -�W11� ; --W1109 -_I �.w.- tJ { W1 0 211. v -____ -------------------------- N. CW 211 I i I ! I ANSBOI 11'I I ,I V l , 1 i 1 SIDEWALK COMPLIANCE See S Sheets Does not include curb Designer In .- Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. () Refer to tabulation 113 01 for bid quantities. This Data Entr Sheet fills Tab 113-10 effective 04-18-17 Point Station Offset Elevation Point to Point Sidewalk Designation PCC Sidewalk Distance A Elevation Slope Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Range Acceptable Constructed Range Does Designer need to obtain design approval from Method's Engineer? Stakin g Required on this Quadrant? Measured Slope Initials Remarks FOR INFgtMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. pos. or Neg. % W1101 96+89.82 37.63 854.16 W1101 W1102 Ramp Cross Slope 6 5.40 -0.03 -0.6% 0.1% to 2.0% 1.4% 0.1% to 2.0% W1101 96+89.82 37.63 854.16 W1102 96+84.82 35.60 854.13 W1102 W1103 Ramp Running Slope 6 2.02 0.04 2.0% 0.5% to 8.3% 6.3% 0.5% to 8.3% W1102 96+84.82 35.60 854.13 W1103 96+84.82 37.62 854.17 W1101 W1103 Ramp Cross Slope 6 5.00 0.01 0.2% 0.1% to 2.8% 1.8% 0.1% to 2.0% - W1103 96+84.82 37.62 854.17 W1104 96+89.82 45.50 854.75 W1101 W1104 Ramp Running Slope 6 7.87 0.59 7.5% 0.5% to 8.3% 0.8% 0.5% to 8.3% Yes Yes W1104 96+89.82 45.50 854.75 W1105 96+84.82 45.50 854.76 W1103 W1105 Ramp Running Slope 6 7.88 0.59 7.5% 0.5% to 8.3% 0.8% 0.5% to 8.3% Yes Yes W1105 96+84.82 45.50 854.76 W1106 96+89.82 50.50 854.83 W1104 W1105 Landing/Turning Space 4 5.00 0.01 0.2% 0.1% to 2.0% 1.8% 0.1% to 2.0% W1106 96+89.82 50.50 854.83 W1107 96+84.82 50.50 854.84 W1104 W1107 Landing/Turning Space 4 5.00 0.09 1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1107 96+84.82 50.50 854.84 W1108 96+89.82 57.26 854.90 W1105 W1107 Landing/Turning Space 4 5.00 0.08 1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W1108 96+89.82 57.26 854.90 W1109 96+84.82 57.26 854.94 W1106 W1107 Landing/Turning Space 4 5.00 0.01 0.2% 0.1% to 2.0% 1.8% 0.1% to 2.0% W1109 96+84.82 57.26 854.94 W1106 W1108 Sidewalk Running Slope 4 6.76 0.07 1.0% 0.5% to 5.0% 4.0% 0.5% to 5.0% W1107 W1109 Sidewalk Running Slope 4 6.76 0.10 1.5% 0.5% to 5.0% 3.5% 0.5% to 5.0% W1108 W1109 Sidewalk Cross Slope 4 5.00 0.04 0.8% 0.5% to 2.0% 1.2% 0.5% to 2.0% W1201 96+84.82 24.61 854.23 W1201 W1202 Match Existing Cross Slope 4 5.51 -0.05 -0.9% Match Existing FALSE Match Existing W1201 96+84.82 24.61 854.23 W1202 96+89.82 26.93 854.18 W1203 W1204 Match Existing Cross Slope 4 6.72 -0.04 -0.6% Match Existing FALSE Match Existing W1202 96+89.82 26.93 854.18 W1203 96+92.60 28.93 854.14 W1201 W1205 Ramp Running Slope 6 2.32 0.03 1.4% 0.5% to 8.3% 6.9% 0.5% to 8.3% W1203 96+92.60 28.93 854.14 W1204 96+97.09 33.93 854.10 W1202 w1205 Ramp Cross Slope 6 5.00 0.08 1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W1204 96+97.09 33.93 854.10 W1205 96+84.82 26.93 854.26 W1204 W1206 Ramp Running Slope 6 4.49 0.12 2.7% 0.5% to 8.3% 5.6% 0.5% to 8.3% W1205 96+84.82 26.93 854.26 W1206 96+92.60 33.93 854.22 W1203 W1206 Ramp Cross Slope 6 5.00 0.08 1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W1206 96+92.60 33.93 854.22 W1207 96+84.82 28.93 854.39 W1205 'W1207 Ramp Running Slope 6 2.00 0.13 6.5% 0.5% to 8.3% 1.8% 0.5% to 8.3% W1207 96+84.82 28.93 854.39 W1208 96+89.82 28.93 854.31 W1203 'W1208 Ramp Running Slope 6 2.78 0.17 6.1% 0.5% to 8.3% 2.2%_ 0.5% to 8.3% W1208 96+89.82 28.93 854.31 W1209 96+84.82 33.93 854.44 W1207 'W1208 Landing/Turning Space 4 5.00 -0.08 -1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W1209 96+84.82 33.93 854.44 W1210 96+89.82 33.93 854.39 W1207 'W1209 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% 1.0%1 0.1% to 2.0% W1210 96+89.82 33.93 854.39 W1211 96+70.51 27.85 854.61 W1206 'W1210 Ramp Running Slope 6 2.78 0.17 6.1% 0.5% to 8.33 2.2% 1 0.5% to 8.3% W1211 96+70.51 27.85 854.61 W1212 96+70.51 31.85 854.75 W1208 'W1210 Landing/Turning Space 4 5.00 0.08 1.6% 0.1% to 2.0% 0.4% I 0.1% to 2.0% Yes Yes W1212 96+70.51 31.85 854.75 W1213 96+89.48 52.86 854.50 W1209 W1210 Landing/Turning Space 4 5.00 -0.05 -1.0% 0.1% to 2.0% 1.0% I 0.1% to 2.0% W1213 96+89.48 52.86 854.50 W1214 96+85.29 52.82 854.67 W1207 W1211 Sidewalk Running Slope 4 14.35 0.22 1.5% 0.5% to 5.0% 3.5% 1 0.5% to 5.0% W1214 96+85.29 52.82 854.67 W1209 W1212 Sidewalk Running Slope 4 14.46 8.31 2.1% 0.5% to 5.0% 2.9% 0.5% to 5.0% W1211 W1212 Match Existing Cross Slope 4 4.00 0.14 3.55 Match Existing FALSE Match Existing W1210 W1213 Sidewalk Running Slope 4 18.93 0.11 0.6% 0.5% to 5.0% 4.4% 0.5% to 5.0% W1209 W1214 Sidewalk Running Slope 4 18.90 0.23 1.2% 0.5% to 5.0% 3.8% 0.5% to 5.0% W1213 W1214 Match Existing Cross Slope 4 4.19 0.17 4.1% Match Existing FALSE Match Existing SIDEWALK COMPLIANCE ANSBOROUGH AVENUE AT DOWNING AVENUE WATERLOO, IOWA REVISIONS DRAWN: MGD APPROVED: MGD ISSUED FOR: REVIEW DATE: 8/8/2018 PROJECT NO.: = S.01 OF ageo SP- 157120 (New) IOWA DOT SPECIAL PROVISIONS FOR TRAFFIC SIGNALIZATION Black Hawk County STP-A-8155(757)-86-07 Effective Date March 17, 2020 THE STANDARD SPECIFICATIONS, SERIES 2015, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE SPECIAL PROVISIONS AND THEY SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. Page 83 of 464 SP-157120 Page 2 of 25 TABLE OF CONTENTS A. GENERAL 3 B. MATERIALS AND CONSTRUCTION 4 1. Solid State ATC (NEMA) Actuated Traffic Signal Controller 4 2. Controller Cabinet 6 3. Auxiliary Splice Cabinet 8 4. Loop Detector Amplifiers 8 5. Traffic Signal Battery Backup System (BBS) 9 6. Vehicular Signal Heads 12 7. Pedestrian Signal Heads 13 8. Backplates 13 9. Foundations 14 10. Traffic Signal Pedestal Poles 15 11. Galvanized Steel Traffic Signal Supports and Light Poles 15 12. Galvanized Finish 17 13. Electrical 17 14. Bonding and Grounding 19 15. Cables and Wires 19 16. Handholes 20 17. Conduit 20 18. Fiber Optics Cable 22 19. Mounting Hardware 24 20. Accessible Pedestrian Signals 25 21. Signal Service Meter Bypass Socket 26 22. Power Disconnect 26 23. Emergency Vehicle Pre-Emption (EVP) System 26 24. Traffic Monitoring Camera 27 25. Traffic Detection Camera 27 26. Wireless Communications 28 27. Inductive Detector Loops 28 28. Luminaires 30 29. Reflectorized Street Name Signs 31 C. SALVAGED MATERIALS 32 D. TRAFFIC CONTROL 32 E. METHOD OF MEASUREMENT AND BASIS OF PAYMENT 32 Page 84 of 464 SP-157120 Page 3 of 25 A. GENERAL 1. Scope These Special Provisions cover the work described in the contract documents. It covers furnishing all labor, equipment and materials, and performing all required operations to complete the work as per contract documents and to provide a completely operational and working signal system. Unless otherwise modified by these Special Provisions, all work including equipment, material and installation shall be in accordance with the appropriate Iowa DOT standard and supplemental specifications. Where reference is made to the codes, standard specifications, supplemental specifications, the safety orders, the general orders, the standards, laws, and ordinances, it shall mean the version of the reference that is in effect on the bid advertising date. 2. Definitions 1. Terms used in this document shall have the meanings defined below: • City means City of Waterloo, Iowa, or its representatives. • WTOD means City of Waterloo Traffic Operations Department. • Punch List means a list of items that need to be corrected by the Contractor on the project before the final acceptance can be made. • Response Time means the elapsed time from when the Contractor is given a notice to take certain actions to the time the Contractor actually starts the action. • LED means light emitting diode. • IP means Internet Protocol. • APS means Accessible Pedestrian Signals. 3. Related Soecifications and Standards The Contractor shall comply with all of the standards listed below unless otherwise modified by Contract Documents or Special Provisions: • ANSI (American National Standards Institute) Standards. • ASTM (American Society for Testing Materials) Standards. • EIA (Electronics Industries Associations) Standards • IMSA (International Municipal Signal Association)Standards. • ITE (Institute of Transportation Engineers) Standards. • MUTCD - Manual on Uniform Traffic Control Devices. • National Electrical Code. • National Electrical Safety Code. • NEMA (National Electrical Manufacturers Association) Standards. • Specifications of the Underwriters Laboratories, Inc. • TIA (Telecommunications Industries Association) Standards. • TIA/EIA (Telecommunications Industry Association/Electronic Industries Alliance) 568 • NTCIP (The National Transportation Communications for Intelligent Transportation System Protocol). • ATC (Advanced Transportation Controllers) • All pertinent local, state and federal laws and regulations covering installation, material, design, construction, and operation. The Contractor shall notify WTOD in writing of any discrepancy or ambiguity as to the intent or meaning of the Contract Documents or Signalization Specification before starting to work on that area. WTOD will supply the Contractor in writing with the intent. The decision of WTOD will be final and conclusive. Page 85 of 464 SP-157120 Page 4 of 25 B. MATERIALS AND CONSTRUCTION The contract work shall comply with the applicable requirements of the Standard Specifications, in particular the following parts: Section 2423: Support Structures for Highway Signs, Luminaires, and Traffic Signals Section 2525: Traffic Signalization Section 4189: Traffic Signal Equipment Division 26: Roadside Development (2601 to 2612) Materials shall be of new stock unless the plans provide for the relocation or the use of materials furnished by others. New materials shall be the products of approved suppliers and manufacturers, approved by the Engineer. Miscellaneous electrical equipment and materials shall be UL approved. 1. Solid State ATC (and NEMA) Actuated Traffic Signal Controller Contractor shall furnish and install an Intelight X-3 controller. Included with each of these controllers shall be a license to fully communicate with the MaxView central management software. Contractor shall install the controller in the existing cabinet and supply and install all associated cabinet equipment needed to connect the controller to the existing fiber optic network at the cabinet. The controller shall be fully compatible with Waterloo's Intelight traffic adaptive system MaxAdapt and shall function in traffic adaptive mode. Unless otherwise specified elsewhere in the contract documents, controller shall meet the requirements below. The controller shall comply with NEMA TS-2 Type1, ATC, and NTCIP standards. All electronic components, quality, and functionality of the traffic signal controller shall conform to the applicable standards for TS-2 Type 1 traffic signal controllers mandated by the current edition of NEMA Standards Publication TS2-2003 v02.06 for Traffic Controller Assemblies, and conform to NTCIP Requirements. Controller engine board and operating system shall support open architecture and be compliant with current ITE, AASHTO, and NEMA Standard Publication for ATC 5201. All major components shall meet the environmental, design, and operating standards outlined in NEMA Standards Publication TS2-2003 v02.06, Section 2. Only the connector needed for a NEMA TS-2 Type 1 cabinet is required. Direct human interface shall be through menus or graphics user interface. Engine Board and CPU shall be compliant with the ATC 5201 Standard and shall meet the following minimum specifications: Processor: 32-bit; 750 MIPS at 400 MHz; Memory: 1 MB SRAM; 64 MB SDRAM; 64 MB DRAM On -board 5-Pin USB Motherboard Connector No batteries or moving parts such as fans or memory storage devices with rotating parts on the controller unit Display a 16-line by 40-character LCD All keypads to be mounted on the controller front panel and are to be weather resistant and backlit Page 86 of 464 SP-157120 Page 5 of 25 Readily be installed and operate in TS-2 Type 1 traffic signal control cabinets. Each local controller shall have a USB slot for copying controller data for either backup or for transferring to another controller. The Traffic Signal Controller shall use a Linux operating system (O/S) with kernel version 3.14 or later and shall include standard POSIX libraries for application support including real-time extensions of POSIX 1003.1 b. To facilitate application level access to the ATC hardware, a Board Support Package (BSP) shall be provided by the controller manufacturer for access to hardware -specific drivers. The operating system shall include enabled support for cgroups (control groups) for the purpose of limiting, accounting for, and isolating resource usage (CPU, Memory, etc.) of all running processes to ensure the reliability and stability of the traffic signal control application. The Linux operating system shall include an application programming interface in compliance with the ITE, AASHTO, and NEMA Application Programming Interface (API) Standard for the ATC v2.0. In addition to the front panel screen, the traffic signal controller shall have an on -board web server which hosts a graphical user interface for monitoring and configuring the intersection control software. The web server interface shall provide access from any internet enabled device with a web browser. No additional or proprietary software shall be needed to use the graphical user interface. In addition to standard operations specified in the NEMA TS-2 for NTCIP v02.06 Standard, the intersection control software shall have a logic processor where the user can develop advanced logic statements and operations to be used as custom solutions or for feature development. In addition to standard Boolean logic, the user shall be able to specify conditions using all input and output functions including but not limited to phase indications and intervals, detector calls, preempt status, interval/service times, and greater than/less than relationships. For example, the processor shall provide a way for the user to program the following condition in the controller front panel: "Call preempts 5 if phase 2 is green for more than 25 seconds. Also send a message to the downstream controller to start preempt 2 in 15 seconds if the coordinator is currently in transition." One copy of a Microsoft Windows® based traffic signal controller emulation software package shall be supplied. This program would allow the user to program a traffic signal controller on a Windows based computer, and shall be compatible with the latest version of the Windows operating system. The program supplied shall be the same version as the firmware version supplied with the controller. This program would allow the user to program a complete traffic signal controller and can be saved on a USB memory drive for transfer to a controller. This program shall be updated and supplied to the City at the same time as the Linux firmware for the controller and shall be supplied no charge for any updates. The Contractor shall provide all NTCIP Management Information Base (MIBs) files associated with the controller software including manufacturer specific and extended objects. There shall be no limitations on the re -distribution and re -use of the MIBs associated with the controller software. The vendor's current software development tool kit including tool -chain and other necessary Linux Libraries for the ATC engine board shall be publicly available for the lifetime of the product. Once standard ATC API Software has been developed per the ATC API 2.06a specification and released by the ITE, AASHTO, and NEMA Joint Committee on ATCs, the new industry standard API and toolkit should be provided on all engine boards provided with no extra cost. The controller shall be compatible with City's existing MaxView Advanced Traffic management System including full communications and monitoring capabilities. Page 87 of 464 SP-157120 Page 6 of 25 2. Controller Cabinet -- NOT INCLUDED IN THIS PROJECT 3. Auxiliary Splice Cabinet -- NOT INCLUDED IN THIS PROJECT 4. Loop Detector Amplifiers -- NOT INCLUDED IN THIS PROJECT 5. Traffic Signal Battery Backup System (BBS) -- NOT INCLUDED IN THIS PROJECT 6. Vehicular Signal Heads Signal head doors should open so the light assembly can be changed without removing the door or loosening the head. Signal indications shall be 12 inches in diameter and sectional in construction requiring one section for each light indication. All traffic signal light sources shall be LED. LED and LED assemblies shall meet all pertinent NEMA, IEEE, and ITE standards. Signal head lenses can be made of glass or ultraviolet (UV) stabilized synthetic materials. Non-polycarbonate synthetic lenses shall meet the ITE color standards and 3 1/2 foot drop test. Lenses shall be capable of withstanding ultraviolet exposure from direct sunlight for a minimum period of 36 months without exhibiting evidence of deterioration. Lenses may be tinted or may use transparent film or materials with similar characteristics to enhance "ON/OFF" contrasts. If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. The housing for the individual sections shall be made of UV stabilized polycarbonate or a die-cast aluminum. The top and bottom of each section shall have an integral locking ring with separations to permit rotation of the signal head in 5 degree or smaller increments. Openings in the top and bottom of the signal shall accommodate standard 1 1/2 inch bracket arms. All joints between sections shall be waterproof. Locknuts or other means approved by the Engineer shall hold the section firmly together. Each section shall be complete with a one-piece, hinged door with watertight gaskets and two stainless steel locking devices. The hinged pins shall be designed so that the doors may be easily removed and reinstalled without use of special tools. One section of a three or more section assembly shall be equipped with terminal block for termination of field wiring. The lamp socket shall be equipped with color -coded wire, red, yellow, or green, depending upon the lens color of the section. The socket wires shall be a minimum of 26 inches long, composed of wire with insulation designated to withstand 105° C. The wiring leads shall be terminated with spade lugs for ease of connection to terminal block. The socket shall be equipped with a gasket to insure a dust -tight fit. A coupling washer assembly comprised of two washers, three cadmium -plated bolts, nuts and lock washers shall lock the individual sections together. The hole in the coupling washer assembly shall be large enough to accommodate three 3/4 inch cables. Certification: The City shall be furnished with a certification from the manufacturer of the signal head that the equipment furnished under the contract documents complies with all provisions of these Special Provisions. If there are any items which do not comply with the contract documents, a list of those exceptions must be detailed on the certification. Page 88 of 464 SP-157120 Page 7 of 25 All screws, latching bolts and hinge pins shall be according to manufacturers' recommendations. One section of the three -section signal shall be equipped with a six - position terminal block for termination of field wiring. Each five -indication signal shall be equipped with an eight -position terminal block. All surfaces of metal signal housing doors and visor shall be oven baked, black, enamel, except the doors and visors shall be flat black. During the course of construction and until the new signals are placed in operation, signal faces shall be covered or turned away from approaching traffic. When ready for operation, they shall be securely fastened in position facing toward approaching traffic. All traffic signal displays shall be installed as indicated on the plans and aligned and leveled per MUTCD on all axes. All optically programmable signal heads shall be properly programmed to limit their field of view as directed by the Engineer. Three -section overhead displays located on mast arms should have the red indication above the mast arm and five - section displays shall have two sections above the mast arm Visors: Each lens shall have an aluminum or UV stabilized polycarbonate cut-off tunnel visor not less than 8 inches in length and designed to shield each lens. Visors shall have a minimum thickness of 0.05 inch and be painted flat black. 7. Pedestrian Signal Heads Signal head doors should open so the light assembly can be changed without removing the door or loosening the head. All pedestrian signal heads shall include all the necessary fittings and adjustable cable tie type brackets and shall use LED. The pedestrian signal shall be 16 inches, with a universal don't walk "HAND" symbol indication and a universal walk "MAN" symbol indication in one section head, and countdown timers. Other properties shall be the same as defined for vehicular traffic signal heads defined earlier. 8. Backplates Backplates shall be UV stabilized polycarbonate or aluminum and louvered. Backplates shall be 5 inch border in size and shall be at least 0.05 inch thick. A 1 inch radius shall be provided on all corners. Each backplate shall be furnished with all the necessary mounting hardware for attachment according to manufacturers' instructions. The size of each backplate shall be suitable for mounting on three -section and five - section, 12 inch signal heads, including space for plumbizers, when called for. All mounting hardware shall be rustproof and corrosion resistant. 9. Foundations A screw -in metal foundation can be used in lieu of a concrete base for pedestal installations. If used, it shall conform to manufacturer's specification for use as traffic signal pedestal pole as per plans. The concrete bases shall conform to the dimensions shown on the plans. The bottom of all foundations shall rest securely on firm undisturbed ground. Forms shall be used for the above ground portion of all foundations. Whenever the excavation for a foundation is irregular in shape, forms shall be used to provide the proper dimensions of the foundations below grade. The material for the forms shall be of sufficient thickness to prevent warping or other deflections from the specified pattern. The forms shall be leveled and a means shall be provided for holding them rigidly in place while the concrete is being deposited. Page 89 of 464 SP-157120 Page 8 of 25 The Contractor shall be responsible for the proper elevation, offset and level of each foundation. Where the foundation cannot be constructed as shown on the plans because of an obstruction, the Contractor shall relocate the foundation or use other effective methods of supporting the pole after securing the Engineer's approval. Anchor bolts and reinforcement shall be held rigidly in -place before the concrete is poured. Anchor bolts shall be held in -place by means of a template constructed to space the anchor bolts uniformly in accordance with the pattern shown on the plans, and not to protrude excessively after installation of equipment. Two conduit inlets shall be installed as a minimum per foundation. Inlets not used shall be capped below grade. A ground rod shall be placed external to each foundation. All ground rods shall be a minimum of 5/8 inch in diameter, 8 foot long copper clad and shall be external to the concrete foundation, driven 4 inches below ground surface. Anchor bolts, conduits and reinforcement shall be held rigidly in place before the concrete is poured. The center of the template and the center of the concrete base shall coincide unless otherwise directed by the Engineer. High -frequency vibrator shall consolidate concrete after it is placed in the form. The top of the base shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a rubbed surface finish. Should the Contractor find that it is necessary to alter or reconfigure any portion of the installation or there would be a conflict with the design versus the site grade, ditches, utilities, etc., or the elevation appears to be too high or too low, the City shall be notified in writing of the portions that are in conflict. Immediate response will be given by the City or its representative to avoid delays. After the foundation or base has been poured, no modification of any sort shall be made. If any part of the foundation or base is installed in an incorrect manner, as determined by the Engineer, the entire foundation or base shall be removed and the Contractor shall install a new foundation or base at no extra cost to the City. Prior to installing the structures, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. The foundation must be given seven days to cure before the structures are erected. New bases shall be constructed and finished to the dimensions shown on the plans. Concrete shall be as specified in Article 2403.03 of the Standard Specifications for Class C, Mix No. C-4, air -entrained P.C. concrete, and shall be placed in accordance with Section 2403 of the Standard Specifications. Reinforcement shall be in accordance with Section 2404 of the Standard Specifications. The top of the signal base shall be at a minimum of 2 inches and a maximum of 3 inches above the finished grade. Whenever excavation is made across parkways, driveways or sodded areas, the sod, topsoil, crushed stone or gravel shall be replaced or restored as nearly as possible to its original grade and the grade involved shall be left in a neat and presentable condition. Concrete sidewalks, pavements, base courses and bituminous surfaces shall be replaced with new materials. The backfill shall be mechanically compacted in 6 inch layers to a density equal to that of the surrounding material. Page 90 of 464 SP-157120 Page 9 of 25 10. Traffic Signal Pedestal Poles All traffic signal pedestals shall be Schedule 80 galvanized steel or Schedule 80 spun aluminum and shall be in conformance with Section 2525 of the Standard Specifications. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet, unless otherwise specified on the plans. For galvanized poles, the pedestal shaft shall be fabricated of tubing with a wall thickness of at least 1/8 inch. It shall have a satin brush or spun finish. The top of the shaft shall have an outer diameter to receive a pole -top mounting bracket of a traffic signal or a pedestal -mounted traffic signal controller. All hardware shall be of hot dipped galvanized steel in accordance with the latest revision of ASTM A123. The pedestal base shall be cast -aluminum, breakaway, with a handhole. The size of the handhole shall be at least 4 inches by 6 inches and equipped with a cover, which can be securely fastened to the shaft with the use of simple tools. The surface of the base shall be prepared for painting in accordance with the manufacturer's recommendations and coated to match the pedestals. Bases shall have a minimum weight of 20 pounds and shall have a four -bolt pattern uniformly spaced on a 13 3/4 inch diameter bolt circle. Anchor Bolts. Galvanized, hot rolled steel anchor bolts, sizes as determined by the pole manufacturer, shall be supplied, complete with all the hardware required for installation. The anchor bolts shall have a right-angle bend at the bottom end and threaded at the top end. 11. Galvanized Steel Traffic Signal Supports and Light Poles The signal mast arms, support poles and light poles shall be continuous steel poles of the anchor base type as shown on the plans. The pole shall be fabricated from low carbon (maximum carbon 0.30%) steel of U.S. Standard Gauge and shall be manufactured from steel sheet with one continuous welded vertical seam. After manufactured, they shall have minimum yield strength of 48,000 psi. The base shall be of heavy cast or rolled steel attached to the lower end of the shaft by a continuous weld on both the inside and outside of the shaft. The diameter of the bolt circle shall be as specified by the manufacturer. It is permissible to fabricate poles and mast arms by welding two sections together by vendor only. Welding and fabrication shall conform to the Structural Welding Code AWS, as modified by AASHTO Standard Specifications for Welding of Structural Steel Highway Bridges. The pole shall be designed to support the traffic signals, lights and/or signs with the clearance as shown on the plans. Where called for on the plans, the poles shall be designed to assume high-rise design luminaire arms for streetlights. The luminaire riser may be manufactured and designed a separate add -on piece. The pole shall be equipped with an approximately minimum 2 foot by 1 foot 10 inch transformer base or as specified on the plans. Securing of the cover of the shaft shall be possible with the use of simple tools. The mast arms and poles shall be equipped with all necessary hardware, shims, and anchor bolts to provide a complete installation without additional parts. In addition to what is shown on the plans, all signal poles and mast arms shall be designed Page 91 of 464 SP-157120 Page 10 of 25 to carry a 5-section traffic signal head and a 24 inch by 36 inch sign at the end of each mast arm. All hardware shall be of hot dipped galvanized steel in accordance with the latest revision of ASTM A123. All mast arms and support poles shall be galvanized steel and shall be in conformance with Section 2525 of the Standard Specifications. All luminaire extensions shall provide for 40 foot mounting height and 12 foot overhang, unless otherwise specified on the plans. All signal supports shall contain the anchor bolts. The anchor bolts shall be constructed from A36 steel with minimum yield strength of 50,000 psi. The anchor bolts shall be hot dipped galvanized for a minimum of 12 inches on the threaded end and shall be threaded a minimum of 6 inches at one end and have a 4 inch long, 90 degree bend at the other end. Certification: The fabricator shall certify that the mast arms are capable of withstanding winds of at least 100 mph without failure; that only certified welding operators in accordance with AWS D1.1-75 or latest revisions were used; and that only electrodes as modified by the current version of AASHTO Standard Specifications for Welding of Structural Steel for Highway Bridges were used. Pole Erection: All poles are to be erected vertically with the mast arm at a right angle to the centerline of the street, unless otherwise specified, and securely bolted to the cast -in - place concrete foundations at the locations indicated on the plans. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be placed on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts and final tightening of top nut to expose a maximum of three full threads. All threaded pedestal poles shall be drilled and tapped and a 1/4 inch diameter by 3/4 inch long galvanized or stainless steel bolt shall be installed through the base and the pole to prevent turning of the pole. The Location of All Signal Standards: The locations of all signal standards shown on the plans are subject to adjustment depending on the actual locations of existing underground utilities and overhead utilities. Actual locations of standards will be selected at the time of construction upon location of existing utilities. 12. Galvanized Finish Both liquid finish and powder top coat galvanization are acceptable. All light poles, light pole mast arms, light pole bases, signal poles, pedestal poles, push button posts and signal pole mast arms shall come with a 5-year warranty against fading, cracking, peeling and corrosion. They shall be finished using an electrostatically -applied liquid finish consisting of an organic, zinc -rich, moisture cure urethane primer and high quality fast - cure polyurea topcoat (MillerBond or similar) or using a galvanized -powder topcoat finishing system, in accordance with the following: MATERIALS: Surface Preparations. Prior to being incorporated into an assembled product, steel plates 3/4 inch or more in thickness shall be blast cleaned to remove rolled -in mill scale, impurities and non-metallic foreign materials. After assembly, all weld flux shall be mechanically removed. The iron or steel product shall be prepared for zinc coating in accordance with ASTM 232. Page 92 of 464 SP-157120 Page 11 of 25 Zinc Coating. The product shall be hot -dip galvanized to the requirements of ASTM A123 (fabricated products). The entire product shall be totally immersed, with no part of it protruding out of the zinc (no double dipping). This is to limit a risk of trapped contaminates containing chlorides and reduce the risk of bare spots. Maximum aluminum content of the bath shall be 0.01 %. Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the product to assure a debris -free zinc coating. Exterior Coating. All galvanized exterior surfaces shall be coated with a Urethane or Triglycidyl Isocyanurate (TGIC) Polyester Powder to a minimum film thickness of 2.0 mils. Prior to application, the surfaces to be powder coated shall be mechanically etched by brush blasting (Ref. Society for Protective Coatings [SSPC] SP-7) and the zinc -coated substrate preheated to 450° F for a minimum of 1 hour in a gas -fired convection oven by heating the zinc -coated substrate to a minimum of 350° F and a maximum of 400° F. The thermosetting powder resin shall provide both intercoat as well as substrate fusion adhesion that meets 5A or 5B classifications of ASTM D3359. Color shall be a semi -gloss black elected from the manufacturer's standard color table and shall be readily matchable for future repair. CONSTRUCTION: Packaging. Prior to shipment, all items shall be protected to prevent damage during shipment and handling at project site. Field Repair Procedures. Where factory applied coatings have become damaged or abraded due to handling, transport, installation, welding or other circumstances, they shall be repaired in accordance with manufacturer's recommendations. All damaged areas shall be thoroughly wire brushed. All dirt, oil, grease or other contaminants shall be removed in accordance with SSPC-SP1 and SP5. Touch-up paint shall be supplied by the galvanizer or steel fabricator and shall be identical in color and composition to that used in the plant. Touch-up paint shall be applied to all prepared surfaces to a dry film thickness of at least 4.0 mils. 13. Electrical Weather proof connectors shall be used. All termination shall offer a secure connection and be secure to the cable conductors. It shall not pull off of the cable when gently tugged. The connection shall not rely on tape to secure it to the cable jacket to prevent it from coming apart. The correct tools shall be used to crimp the terminal connections. Using the wrong size of crimping die which produces a weak, non -uniform crimp which produces a short-term installation is not acceptable. Service Installation. (Traffic Signal and Lighting): The Contractor shall supply and install a 2 inch Schedule 80 PVC conduit to the source of power either to the transformer or up the power pole with a weather head connector as required by the power company supplied by the Contractor. The size of the service conductors shall be 3/c No. 3 AWG stranded conductor. The Contractor shall be responsible for coordination of this work with the power company and for payment of connection fees, if any. The address of the source of power will be provided at the time of construction. Pole: There shall be one conductor for each optical unit or set of optical units operating identically through the same cycle and one conductor for common return. Each overhead red, yellow, green signal head shall be wired with a separate cable from a splice in the pole base according to the conductor combination specified on the plans. An electrical splice in each wire servicing traffic signal heads on a pole shall be made in Page 93 of 464 SP-157120 Page 12 of 25 the handhole compartment of that pole. All wiring, except loop and magnetic detector wire, shall be one continuous length of cable from the splice in the handhole compartment of the signal pole to the terminal compartment in the controller cabinet. Splices for detectors will be permitted between the detector wire and the detector lead-in cable only at the first handhole provided adjacent to the detector and will be done by City personnel. All splices in the handhole compartment of a signal pole shall be made using gel filled twist wire connectors. Signal cable splices shall be made using gel -filled wire nuts. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks with a mechanical attachment device attached to each wire end by terminal connectors specified elsewhere in this Special Provision. Slack for each cable shall be provided by a 4 foot length in each handhole and a 2 foot length in each signal and controller base (measured from the handhole compartment to the end of the cable). In those handholes where detector splices are made, a 4 foot length of cable slack shall be provided in both the loop wire and the shielded lead-in cable. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or rollers and other suitable devices. A suitable wire lubricant shall be used to reduce friction and strain on wires or cables. Service cable runs shall be continuous from the power line located on the service pole to the meter located on the controller cabinet or from the meter located on the service pole to the terminal compartment in the controller, whichever is applicable. The service riser shall be topped by standard weather head or otherwise replaced with "U" Guard. Clearances to the overhead utilities shall be specified by the serving utility. The power company will furnish the electrical meter. The Contractor shall supply the service cabinet. All work shall be in accordance with Section 2525 of the Standard Specifications and the MUTCD. A uniform systematic color code shall be used. All wiring shall comply with the National Electrical Code and City Ordinance, and shall be subject to the inspection of WTOD. All wire shall be plainly marked on the outside of the sheath with the manufacturer's name and identification of the type of the cable. 14. Bonding and Grounding Metal conduit, service equipment, anchor bolts, metal poles, pedestals, controller cabinets, and all other electrical equipment shall be made mechanically and electrically secure to from a continuous system, and shall be effectively grounded. The grounding conductor shall be a No. 6 AWG stranded green copper wire. Grounding bar shall be accomplished by bonding the grounding circuits to copper clad metal, driven electrodes. All electrodes shall be, as a minimum, 5/8 inches in diameter and 8 foot long copper clad. The electrodes shall be driven vertically until the top of the rod is a minimum of 4 inches below grade. Bonding to the ground rod shall be made by means of suitable screw type positive ground rod clamps. Grounding to waterlines will not be permitted. Bonding of standards and pedestals shall be by means of a bonding strap attached to an anchor bolt or to 1 3/16 inch, or longer, brass or bronze bolt installed in the pole base. The service meter and socket shall be bonded to a ground electrode by use of a ground Page 94 of 464 SP-157120 Page 13 of 25 clamp and a No. 6 AWG copper wire and shall be by means of cadmium plated grounding bushing and bonding jumpers. Where there is a change at a pull box or manhole for non- metallic conduit to metallic conduit, the grounding wire in the non-metallic conduit shall be bonded to the metallic conduit. Existing ungrounded metal poles shall be grounded by means of a driven ground rod. 15. Cables and Wires The number of conductors and size of all traffic signal cable shall be as specified on the plans. All wire shall be plainly marked on the outside of the sheath with the manufacturer's name and identification of the type of the cable. Service Conductors: Power cable shall be a 600 volt, stranded, insulated, single conductor, No. 3 AWG (black and white) unless otherwise stated in the plans. Ground wire shall be No. 6 AWG green stranded copperwire. Signal Pole Base to Signal Pole Base: This shall be composed of either 5-conductor No. 16 AWG or 12-conductor No. 16 AWG cable IMSA Spec 20-1 Signal Cable — PE insulations, PE Jacket or otherwise specified on project plans. The color code should be NEMA K-1 method 1 with 600 volts rating. The signal cable conductors shall pedestal mounted) and mast arms to signal heads shall be No. 16 AWG cable (the number of conductors shall be specified on plans) and composed of stranded wire. Luminaire Conductors: Conductors shall consist of type THWN, 600 volt, and single conductor copper stranded wires, which run continuously between poles. Conductors shall meet the requirements of Article 4185.12 of the Standards Specifications and shall be of the size and number shown on the plans. Detector Lead -In Cable: Detector lead-in cable shall be No. 16 AWG, meeting the requirements of IMSA Specification 50-2 or latest revision thereof. Tracer Wire: Tracer wire shall be a No. 10 AWG wire single conductor, stranded copper, Type THWN, with UL approval and orange jacket. Provide in conduit runs that contain fiber optic cable but the conduit does not contain built-in tracer wire. Tracer wire shall be electrically continuous. Splices are permitted in hand -holes and pull -boxes provided the connection of two or more wires is made using a gel -filled wire connector. An additional 10 foot long "tail" shall be bonded to the tracer to be used for locating purposes. 16. Handholes Unless otherwise indicated on the plans, handholes shall be constructed as per these Special Provisions. Except for fiber optics handholes, the Contractor may furnish a poured -in -place concrete handhole, with cast iron ring and cover, or a pre -cast concrete handhole, with cast iron ring and cover, or a fiberglass handhole. Concrete pipe (referred to as Traffic Handhole), meeting AASHTO Specification designation M86 for non -reinforced or M170 Class III for reinforced, of suitable length and diameter, and provided with cable hooks made with a minimum 1/4 inch diameter steel material. Cast iron ring and cover may be rated light -duty for non -traffic areas (155 pound minimum). Fiber optics handholes shall be as per plans. Handholes on fill rural cross sections shall have a drain and drain pipe. A crushed stone sump with a minimum depth of 18 inches shall be provided beneath all handholes. The cover shall have the name "TRAFFIC" in 2 inch letters cast into the lid. The handhole shall be large enough to house loops in fiber optics cable as per manufacturer's Page 95 of 464 SP-157120 Page 14 of 25 recommendation for minimum diameter of the fiber optics cable loop. Frames and covers for handholes shall be cast iron and conform to the dimensions shown on the plans. The top of the handhole shall be set flush with the sidewalk or driveway surface. When constructed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately 1 inch above the surface of the ground or as indicated on plans. The ends of the conduit leading into the handhole shall extend a minimum of 1 inch and not more than 2 inches beyond the inside wall. All conduits in the handhole shall slope inward in a manner so as to provide drainage of water or condensation. Each handhole shall contain a minimum of two cable hooks. The hooks shall be permanently fastened to the inside wall near the top of the handhole. When precast concrete sections are used for handholes, the conduit entrances shall be neatly grouted between the conduit and the precast concrete. The handhole ring shall fit snugly inside the precast concrete section. Grouting shall be done immediately after conduits are placed into the handhole to prevent washing in of debris. After installation of handhole and before acceptance by the City, all foreign debris, including but not limited to dirt, leaves, grout, concrete, cans and glass, shall be removed. All loop detector lead-in conductors shall be placed into a handhole prior to winter shut down. 17. Conduit All conduits, except fiber optic conduits, shall be Schedule 80 Poly Vinyl Chloride (PVC) when placed under paved surfaces and Schedule 40 elsewhere. The number and size of conduit shall be as specified on the plans. PVC conduits shall be rigid polyvinyl chloride meeting the requirements of NEMA TC-2, Type 2, and applicable UL standards. All conduits, except fiber optic conduits, buried in open trenches shall be placed a minimum of 18 inches deep and shall extend a minimum of 3 feet 6 inches from the back of curb unless otherwise directed by the Engineer. Open trench methods of placing conduit will be permitted except where the conduit is to be placed under existing pavement. Conduit in pavement areas shall be placed to a minimum depth of 24 inches below the finished pavement surface or as directed by the Engineer. Fiber optic conduits shall be installed at least 42 inches below grade. The backfill materials from the placement of conduit in open trenches shall be deposited in the trench in layers not to exceed 6 inches in depth and each layer shall be thoroughly compacted before the next layer is placed. All cinders, broken concrete, or other hard abrasive materials shall be moved and shall not be used in the backfill material. All surplus material shall be removed from the public right-of-way and properlydisposed Whenever excavation is made across parkways, driveways or sodded areas, the sod, topsoil, crushed stone or gravel shall be replaced or restored as nearly as possible to its original grade and the grade involved shall be left in a neat and presentable condition. Concrete sidewalks, pavements, base courses and bituminous surfaces shall be replaced with new materials. Underground conduits shall be laid at a distance of at least 6 inches from any water line or Page 96 of 464 SP-157120 Page 15 of 25 other utility line. When the plans require the conduit be placed without disturbing the existing pavement, the term "pushed" is used. Pushed conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. The size of a bored hole shall not exceed the outside diameter of the conduit, which is to be placed. Tunneling under the pavement or water jetting will not be permitted. Pits for boring shall not be closer than 2 feet to the back of curb unless otherwise directed by the Engineer. Conduits shall be Schedule 80 PVC unless otherwise shown on the plans. When it is impractical to push the conduit under pavement due to unanticipated obstructions, the Contractor may, with the Engineer's permission, cut the existing pavement. Where conduit is to be placed by trenching methods under existing asphaltic pavement, an 8 inch wide by 18 inch deep trench shall be opened along neat lines. The trench shall be backfilled with crushed stone, acceptable to the Engineer, filled with Class M high -early strength concrete to within 4 inches of the surface level. The concrete shall be allowed to set for a minimum of 48 hours without being exposed to traffic. The final 4 inches of backfill shall be a hot bituminous concrete plant mix acceptable to the Engineer. A polyethylene pull rope shall be installed in all conduits, which is identified on the plans for future use. At least 2 feet of pull rope shall be doubled back into the conduit at each termination. Conduit shall be laid to drain and 1 inch drains with crushed stone sumps shall be installed as shown on the plans and at all low points. The backfill shall be mechanically compacted in 6 inch layers to a density equal to that of the surrounding material. Conduit shall be connected to existing and new light bases and junction boxes. All required fittings shall be furnished and installed by the Contractor to provide a continuous, enclosed conduit system between poles. Conduit under pavement and driveways shall be rigid steel conduit or PVC Schedule 80, Type 2, in accordance with Article 4185.10 of the Standard Specifications. All trenches shall be backfilled with material containing no broken pieces of concrete or asphalt, stone, brick, wood or other unsuitable material including nested clods. All conductors and wiring shall be furnished as new material and installed by the Contractor and shall conform to Section 2525 of the Standard Specifications. Conduit not under pavement or driveways shall be Schedule 40 PVC. All unused conduits, whether for future use or for later use in the project, shall be capped. All conduits shall be sloped to drain toward the nearest handhole, and if this should prove to be impractical, then a conduit drain shall be provided with crushed stone drainage sumps at all low points, as detailed in the plans for traffic signal bases. A permeable membrane to keep sand from washing back into the conduit shall be installed at the conduit drain. Fiber optics conduit shall be high -density polyethylene (HDPE) with minimum wall thickness of 0.07 inch and shall consist of a shell or sleeve tube, over -sheathing at least 4 inner tubes. Inner tubes shall be rated for direct burial and shall have a minimum OD/ID of 16/13. Inner tubes shall be ridged longitudinally inside and shall have a smooth surface outside. The inside surface of the inner tubes shall have a low friction permanent lining to reduce friction during cable placement. The conduit shall come with preinstalled sleeved copper tracer wire of minimum size No. 20 AWG. The whole outer tube and inner tubes package shall be rated for direct bury and shall be suitable for boring under existing Page 97 of 464 SP-157120 Page 16 of 25 pavement. 18. Fiber Optics Cable All interconnection shall be completed using newly constructed fiber optic cable as shown in the plans. All fiber optic cable shall be placed in HDPE conduit in accordance with Section 17. All other necessary equipment, including patch cords, termination panels and all other equipment, tools and labor necessary to complete the network connections shall be included in the Contractor's bid for Traffic Signalization. At least six strands shall be terminated inside the controller cabinet. Unless otherwise mentioned on the prior in these specifications or plans, the traffic fiber optics control communications and interconnect cable shall have the following minimum properties. Fiber optics cable shall be small diameter high fiber -density micro cable suitable to be deployed by blowing into small duct sizes. Micro cable fibers shall be blown through conduits and shall not be pulled to cause stresses higher than manufacturer specified tensile strength for that micro fiber. A 72-Stranded Single -Mode Loose Tube Cable meeting pertinent ANSI, EIA, and TIA specifications for the usage, installation, and location type required by this Project. Typical Core Diameter: 8.3 um ± 1.0 um Cladding Diameter: 125.0 um ± 1.0 um Core Concentricity: ± 1 % Attenuation Uniformity: No point discontinuity greater than 0.1 um at either 1310 nm or 1550 nm Max Attenuation: 0.40 dB / Mile The coating shall be a dual layer UV cured acrylate applied by the fiber manufacturer. The coating shall be mechanically or chemically strippable without damage to the fiber. The central member of the cable shall be a glass reinforced plastic rod designed to prevent the buckling of the cable. The cable core interstices shall be filled with water blocking tape to prevent water infiltration. Dielectric fillers may be included in the cable core where needed to lend symmetry to the cable cross-section. Buffer tubes shall be of dual layer construction with the inner layer made of polycarbonate and the outer layer made of polyester. Each buffer tube shall be water -blocked with a water- swellable yarn or tape. Buffer tubes shall be stranded around the central member using reverse oscillation, or "SZ", stranding process. The buffer tubes shall meet TIA/EIA-598A, "Color Coding of Fiber Optic Cables". The fiber cable shall include loose tubes with 12 fibers in each tube. The cable tensile strength shall be provided by a high tensile strength aramid yarn and/or fiber glass. All dielectric cables, without armoring, shall be sheathed with medium density polyethylene. The minimum nominal jacket thickness shall be 0.055 inch. Jacketing material shall be applied directly over the tensile strength members and flooding compound. The jacket or sheath shall be marked with the manufacturer's name and the words "Optical Cable," the year of manufacture, and sequential feet marks. The markings shall be repeated every 2 feet. The actual length of the cable shall be within +1% of the length marked. The marking Page 98 of 464 SP-157120 Page 17 of 25 shall be in a contrasting color to the cable jacket. Additionally, the jacket marking shall have a durable weatherproof label which shows the actual attenuation of each fiber expressed in dB/mile. The cable shall be fabricated to withstand a maximized pulling tension of 600 pounds during installation (short term) and 135 pounds upon installation (long term). The shipping, storing, installing and operating temperature range of the cable shall be -40° F to +158° F. The manufacturer shall test at the 100% level all fiber optic cable for the following tests: a) Each fiber proof tested at a minimum load of 350 Mpa. b) Each fiber tested for attenuation and the reading shall be part of cable labeling. The cable shall meet the appropriate standard Fiber Optic Test Procedure for the following measurements: a) Fluid Penetration b) Compound Drip c) Compressive Loading Resistance d) Cyclic Flexing e) Cyclic Impact f) Tensile Loading and Bending The cable ends shall be available for testing. The cable ends must be sealed to prevent moisture impregnation. Fiber Optic Jumpers/Patch Cords: All fibers entering the traffic signal controller cabinet shall be terminated in the fiber optic termination unit within the traffic controller cabinet. Length of patch cord will vary according to distribution unit to traffic signal controller, fiber optic modem, or video modem location within controller cabinet and shall provide for 2 feet of total slack. A sufficient number of patch cords shall be installed to provide a fully -operational communications system. Controller cabinet patch cords shall consist of factory -assembled patch cords, each containing two fibers. Each such fiber shall have a connector with ceramic ferrule on each end. Each patch cord- shall have a dielectric strength member and a durable outer jacket designed to withstand handling. Fiber Optic Termination Unit: The unit shall be a rack mount, drawer type enclosure that is dust and moisture repellent. The unit shall provide easy front access with removable rear tray for easy rear access and shall have a maximum dimension of 3.5 inches H by 18.5 inches W by 11.25 inches D. The size of the unit shall be adequate for the number of fibers, proper winding area, and splices. The unit shall provide for cable entry from the side and be capable of accommodating up to 48 connections Connectors: Only connectors of ceramic ferrule and physical contact end finish shall be used to terminate fibers to equipment. ST connectors shall be used for multi -mode fiber. SC connectors shall be used for single mode fiber. Maximum attenuation per connector shall be 0.75 dB. Splices: Fusion splices shall be used for all splices. The fiber cable shall be installed in continuous runs as designated on the plans. Splices shall be allowed only in the splice enclosures and controller cabinets as located on the plans. Maximum attenuation per splice shall be 0.3 dB. Page 99 of 464 SP-157120 Page 18 of 25 Fan Out Kits: Fan out kits shall be provided for separation and protection of individual fibers with buffer tubing and jacketing materials suitable for termination of the fiber and fiber optic connector as specified. Splice Enclosure: Continuous fiber cable runs and/or traffic signal controller branch circuit points will be spliced in an outside plant splice enclosure located in handholes as shown on plans. Green buffer tube of "trunk -line" fiber cable shall be spliced with "branch -line" fiber cable leading to traffic signal cabinet. The remaining "trunk -line" fiber cable buffer tubes shall remain in -tact and be "expressed" through the splice enclosure. Enclosure shall accept a minimum of six cables and provide enough trays to splice all fibers and provide means of "expressing" in -tact fiber cable buffer tubes. All fiber cables shall enter the enclosure at one end. Enclosure shall be watertight and re -enterable using gel -compressed cable connections and a re -enterable gasket. Fiber splice loss shall not exceed the limits of TIA/EIA 568. Tube Color: The green tube shall be extended to the traffic signal cabinet and shall be used exclusively for traffic communications and video monitoring purposes. Orange color tube shall be set aside for other City Entities. Interconnection: All controllers shall be interconnected and connected to Waterloo Traffic Control Center by fiber optic cable. 19. Mounting Hardware Mounting heights for pedestrian heads should meet the minimum mounting height requirements. Pedestrian heads of the same type and size mounted on the same pole should be approximately the same height measured from the bottom of the pedestrian signal head housing to the closest sidewalk elevation. Different size pedestrian signal heads on the same pole should be mounted with their middle point having approximately the same height. All pedestrian and vehicular signals heads shall be provided with adjustable cable brackets for mounting, as well as all other hardware necessary to completely mount the signals. All signal heads shall connect to poles and mast arms using adjustable cable tie supported brackets. Brackets shall not be painted unless otherwise shown on the plans. Plumbizers are not acceptable. All openings not used shall be plugged with a metal octagonal signal closure cap. No plastic devices of any type will be allowed. Top and bottom brackets will be required for all pole -mounted signal heads unless otherwise shown in the plans. All mounting brackets shall be stainless steel, not painted. Control cabinet mounting will be on its own concrete base unless otherwise noted on plans. 20. Accessible Pedestrian Signals Push Buttons: Pedestrian pushbutton detectors shall be ADA-compliant and shall have a pressure or piezo-electric activated solid-state contact without levers, handles, or toggle switches. The contacts shall be entirely insulated from the case and operating button with terminals for making connections. Push button shall have a visible and audible indicator that the button press has occurred. Pedestrian detection shall have locator tone audio capability with differing frequencies corresponding to each pedestrian signal indication and audio tactile push buttons. The push button should activate the audible signal only for the crosswalk where the push button is activated. The locator tone shall self adjust against the ambient noise and be at the lowest setting when the ambient noise level is lowest. The entire assembly shall be weatherproof, watertight, and freeze -proof and shall be secure against electrical shock and be of such construction as to withstand continuous hard usage. The contact shall be normally open and no current flowing except at the moment of actuation. Page 100 of 464 SP-157120 Page 19 of 25 The push button shall have an LED light and shall flash each time the button is pushed. The push button shall emit an audible sound when the button is pushed and emit an audible sound of different frequency when the button is released. Accessible Pedestrian Signals and Detectors shall be provided at all pedestrian crosswalk locations and shall meet the requirements of the latest version of the Manual on Uniform Traffic Control Devices. Each pedestrian pushbutton shall be provided with the following features: • A Pushbutton locator tone • A Tactile arrow • A Speech walk message for the WALKING PERSON indication indicating the direction and/or name of the street to be crossed • A Speech pushbutton information message APS shall be provided with the following features: • Both audible and vibro-tactile walk indications • Vibro-tactile walk indications shall be provided by a tactile arrow on the pushbutton that vibrates during the walk interval • An audible walk indication during the walk interval only. The audible walk indication shall be audible from the beginning of the associated crosswalk. The audio volume and direction shall be programmed to be heard as close to the crosswalk it is controlling as possible to avoid confusion with the other nearby crossing. It shall be placed as close to the curb of the corresponding crosswalk as possible. • Automatic volume adjustment in response to ambient traffic sound level shall be provided. All audible walk indications for this project shall be a speech walk message Speech walk messages shall be patterned after the following model: "Franklin. Walk sign is on to cross Franklin Street." Audible detection beacon audio intensity shall be auto adjusted based on ambient noise. Extended pushbutton features are not required for this project Contractor shall submit shop drawings for all accessible pedestrian signals and detector equipment for approval. Additional wiring and equipment required for a complete accessible pedestrian signal and detector installation is not indicated in the plan drawings, but shall be included in the Traffic Signalization bid item. 21. Signal Service Meter Bypass Socket -- NOT INCLUDED IN THIS PROJECT 22. Power Disconnect The cabinet shall come with a properly rated power disconnect. It shall disconnect the power from the utility source to the cabinet so that there are no "hot" circuits or terminals inside the cabinet when servicing it. 23. Emergency Vehicle Pre-Emption (EVP) System EVP system shall be fully compatible with City's existing OPTICOM system and shall conform to the plans using Model 764 detectors. EVP Detector and Light Installation: The detectors, indicator lights, wiring and connections shall be installed in accordance with the manufacturer's instructions. Page 101 of 464 SP-157120 Page 20 of 25 In the event at installation a noticeable obstruction is present in line with the detector, the Contractor shall advise the Engineer before installation. The detector and indicator light shall be attached to the traffic signal mast arm to the satisfaction of the Engineer. All hardware shall be tightened securely. The detector and indicator light shall be installed and mounted in such a way so as to insure the watertight integrity of the complete assembly. The detector shall be installed with the drain hole at the bottom. There shall be no detector cable splices from the EVP detector on the traffic signal mast arm to the traffic signal cabinet. The detector cable shall be marked in the traffic signal cabinet as to which street and direction it is associated. All EVP detectors and EVP indicator lights shall be operational when each traffic control signal system is initially turned on. The Contractor shall furnish and install 3/c No. 20 AWG EVP detector cables and 3/c No. 14 cables for the confirmation lights where indicated in the plans. Emergency vehicle pre- emption cables (3/c No. 20) shall be installed continuous without splices or terminals from the EVP detector to the traffic signal cabinet. 24. Traffic Monitoring Camera -- NOT INCLUDED IN THIS PROJECT 25. Traffic Detection Camera Unless stated otherwise on the plans, detection system at each intersection shall consist of four cameras aimed towards each side street approach and major street approach. The cameras shall meet the following requirements: The Video Detection System and its components, referred to as the VDS, shall be a complete and working system. Shall be IP compatible (IP addressable and network compatible). Camera shall be mounted according to the manufacturer's recommendations. NEMA compatible output to NEMA TS2 Type 1 controller with signal output for detection as NEMA loop detectors. Settable and definable loop zone detection area up to at least 300 feet measured from the camera mounting location. Minimum roadway surface coverage within 15 degree cone of camera vision from camera lens axis measured from the camera mounting. Software and hardware to provide for defining detection area (loops) zones as small as 6 feet by 6 feet or smaller, and defining large detection zones/areas, minimum of five zones/loops per lane, and minimum of four lanes per camera. Detector features shall include count detection, presence and passage detection, speed detection, label displays, data gathering stations, and contrast loss detection. Image shall be able to be calibrated for accurate distances. Fail-safe feature with fixed time, max time, or min time selection. Page 102 of 464 SP-157120 Page 21 of 25 User friendly and easy programming with Windows XP and Windows 7 interface. The camera assembly, including mountings, shall withstand 90 mph winds. Performing during night hours with no ambient lighting. Shall have heating or features to ascertain full operability in presence of snow and ice. Shall not fog. Shall provide all the software and hardware needed to program and run the video detection system from both the cabinet, and remotely from Waterloo Traffic Operations Center. Communication link will be provided as a different part of the project. VDS system will be connected to an inside cabinet Ethernet switch to establish the VDS link to the Traffic Operations Center. The system shall have a 2 year warranty. Housing shall be maintenance free. Shall not cause adverse electronic effect on the controller's operations. Shall operate at a mounting height of 20 feet or less and up to 35 feet or more. Self -diagnostics of power -up and reporting failures. The system shall be capable of recognizing vehicular travel/movement directions. Desirable feature is communications over power line between cabinet and camera. Remote zooming capability. Operating temperatures —30° F to 140° F Camera and camera assembly shall have features or shall be designed to reduce the need for manual cleaning of the camera or enclosure lens. 26. Wireless Communications: -- NOT INCLUDED IN THIS PROJECT 27. Inductive Detector Loops Loops in existing pavements shall be saw -cut. Loops in new pavement shall be prefabricated and buried/embedded. All loops shall be individually placed in pavement and terminated in handholes. Loop Wire. The loop wire shall be 600 volt stranded copper, No. 14 AWG, Type THWN, with UL approval. The loop wire shall be protected by a flexible vinyl plastic tubing of 3/16 inch inner diameter, a minimum of 1/32 inch wall thickness, 1/4 inch outer diameter. The tubing shall also be highly abrasion resistant and have a smooth bore. New Pavement Loop Cable: Shall be prefabricated and designed to be overlaid with hot asphalt or embedded in Portland cement concrete. The loop cable and assembly shall be capable of direct placement under asphalt overlays or concrete pavement without need for additional tubing. Each component of the prefabricated loop assembly, including the loop, the lead-in cable and the splice enclosure, shall be designed to resist moisture penetration and to continue functioning under minor pavement cracking. The cable may be around 0.36 inch O.D. and shall be made with such material as to ensure long, trouble free life. Splices are allowed only inside the handhole. All other connections shall be factory connected and Page 103 of 464 SP-157120 Page 22 of 25 sealed. The Contractor shall obtain Engineer's field verification of all loop locations prior to beginning of construction. If the prefabricated loop detector is destroyed before, during or after the paving operation, it will be replaced with another prefabricated loop detector even if this entails the removing of several panels of concrete. Cost of replacement shall be the responsibility of the faulty party and no cost will be borne by the City. Existing Pavement: Inductive loops consisting of three turns (four turns for back loops) of wire shall be saw -cut in the pavement, with the width of cut being 3/8 inch and with a depth of 2 1/2 inches to 2 3/4 inches deep. Sharp (120 degree or less) corners shall be provided with an additional diagonal saw cut as shown in the plans. All saw cuts shall be overlapped sufficiently so that a full 2 1/2 inch to 2 3/4 inch depth of cut results around the entire perimeter of the loop. For each additional turn of wire, 1/4 inch of depth shall be added to the saw cut. Generally, all front loops have three turns and all back loops have four turns of No. 14 AWG wire unless otherwise shown on plans or determined by Engineer during construction of the loop. For curbed streets, the saw cut shall be extended to the gutter line and a hole shall be drilled through the gutter line toward the handhole. No saw cut will be allowed into the curb face. For non -curbed streets, the saw cut shall extend to a hole drilled near the edge of the pavement as shown on the plans. A length of 3/4 inch diameter PVC conduit shall be inserted and sealed into the drilled hole from the outside edge of the pavement. Prior to placement of wire, the saw cut shall be clean and free of water and all foreign materials that may cause premature failure. Loop wire, encased in plastic vinyl tubing, shall be placed in the finished cut. Short pieces of backer rope of 3 to 4 inches shall be used, where necessary, to assure that the loop wire will remain at the bottom of the saw cut and not float up into the sealant. Lead- in wires outside of the loop shall be twisted approximately one turn per foot. All wire installation must be made without damage to the wire or its insulation. All damaged wire shall be replaced. Loop testing completed in accordance with Article 2505.03,F,6 of the Standard Specifications. During saw cut and prefabrication loop testing, the City of Waterloo, the Contractor, and/or Engineer shall be present during all testing procedures. Any loop that tests below the 100 mega ohms value shall be considered to be a faulty loop and shall be replaced. After obtaining satisfactory test results, the loop shall be sealed with Pro -Seal 6006 EX, Ruscoe Q Seal 290S, 3M Detector Loop Sealant 5000 or approved equivalent. If an approved equivalent is used, it must be approved by the City of Waterloo's Traffic Operations Department. The sealer shall be used strictly in accordance with the manufacturer's instructions. If sealant is placed below recommended manufacturer's temperature requirements, i.e., placement during late fall and winter, the loop shall not be accepted until the outside air temperature is at or above the manufacturer's temperature. The sealer shall be poured into the slot to half depth. When both the loop and lead-in slots are half-filled, check for air bubbles or material pileup and then proceed to fill the slots to roadway level. Excess sealant shall be removed by means of a "Squeegee." In all cases, there shall be neither a trough nor a mound formed. The sealer, when poured into a saw cut, should completely surround the wire, displace all air therein and completely fill the area of the slot, except for that portion filled with the wire hold down material. Allow sufficient time for the sealer to harden in accordance with manufacturer's instructions before allowing traffic to move over the area. Page 104 of 464 SP-157120 Page 23 of 25 The saw slot filler shall be a two -component system, high viscosity liquid or approved equal formulated for use in sealing inductive wire loops and leads embedded in asphalt concrete and Portland cement concrete. The saw slot filler shall be useable on grades of 15% or less without excessive flow of material, unless otherwise approved by the Engineer. The Engineer will approve the sealer. Approval of other sealants shall be based on Specifications and/or test data about their physical properties, performance properties and chemical resistance. The cured sealer shall be unaffected by oils, gasoline, grease, acids and most alkalis. The mixing of components and the filling of the cut shall be in accordance with the directions of the manufacturer. After completion of the sealing, the loop shall be final tested, as described in paragraph above. Completed sealed loop must pass continuity and resistance test prior to being accepted. Loop Splicing: The electrical splice between the loop lead-in cable to the controller and the loop wire shall be soldered using dipped or resin core solder and provided with a watertight protective covering for the spliced wire, the shielding on the loop lead-ins and the end of the tubing containing the loop wires. No torch soldering will be allowed. Remove the insulation from each conductor of a pair of lead-in cable conductors for 1 inch and scrape both copper conductors with knife until bright. Remove the plastic tubing from the loop wires for 1 1/2 inches. Remove the insulation from the loop wires for 1 inch and scrape both copper conductors with knife until bright. Solder the loop wires together where needed for series connection and to the lead-in wires and cover with a wire nut twisted on tightly. Cover the exposed shielding, drain wire and wire nut splices with a fast -drying brush -up type sealant and bonding compound manufactured for this purpose to protect surfaces against moisture, corrosion and other contaminants. The compound shall withstand Iowa's extreme weather conditions. Any unused loop lead-in wire shall have the end of it also covered with the appropriate product designed and manufactured for this purpose. 28. Luminaires Unless otherwise shown or modified on the plans, the luminaires shall meet the requirements listed under this section. Luminaires shall be Philips Lumec RFM-108W32LED4K-T R3M DMG RCD PH9 BK, Acuity Brands ATB2-40BLEDE70-MVOLT-R3-BK or Engineer -approved equivalent meeting the following requirements: • LED 120-277 Multi -Tap • Type III Light Distribution • Photocell Receptacle (Empty) • 100-130 Lumens Per Watt • 3700-4000K Light Temperature • Lights Shall Not Require Separate Power Supply or Driver • Shall be Finished to Meet Pole Color • Minimum 50,000 Hours at 70% Lumen Maintenance Luminaire shall be finished to match color and style of pole. Supplier shall provide a catalog cut sheet of luminaire for review by WTOD prior to acceptance. Luminaires shall be installed for operation on 240 volt AC, single-phase, 60 Hz. Each luminaire shall be complete with EEI-NEMA Standard through terminal polarized, twist -lock type photoelectric control receptacle with shorting caps on all luminaires. Photoelectric control for the intersection shall be installed in the controller cabinet. Page 105 of 464 SP-157120 Page 24 of 25 Where a photocell is to be installed, the Contractor shall verify that the luminaire photocell is operational prior to installation. Individual luminaires shall be provided with molded in -line fuse connector within the mast arm pole base and be sized to fit the conductors. Fuses shall be 10 ampere cartridge type. The neutral conductor shall not be fused. Street light connectors shall be used for all luminaire cable connections. Split bolts shall not be used. The photoelectric control turning "ON" and "OFF" roadway luminaires shall be in accordance with the following: • The photoelectric controls shall be of a solid-state crystal sensing type with an inverted turn -on and turn-off design and shall meet the design and quality requirements specified in the current acceptable standards to ANSI C136.10. The device shall have surge protection conforming to the requirements in the current acceptable surge protection ANSI standards. • The voltage rating of the control device shall be multi -voltage operating properly over the input voltage range of 105 to 285 volts, 50-60 Hz, alternating current with no change in the turn -on and turn-off foot-candle values, and a maximum total drift of not more than 1 percent over 10 years. • The control device shall have a minimum 30 second time delay to eliminate false operation due to lightning or stray passing lights, shall provide fail-safe operation (the light supply shall remain "ON" if the control circuit fails), and shall be equipped with an arrester for built-in transient surge protection. • The "TURN ON" level of the control device shall be 3.0 foot-candles at the appropriate voltage; the "TURN OFF" level of the control device 60% of the turn -on value. • An "ON -OFF" switch shall be provided inside each controller cabinet that controls power to all lighting circuits at that intersection. 29. Reflectorized Street NameSigns Length and Width: Sign length and width are determined based on the street name, letter size and type. Street name signs mounted overhead shall use 12 inch Upper Case and 9 inch Lower Case lettering. The substrate shall be aluminum, 6061-T6, 0.10 inch minimum thickness or of material specified on the plans. The nameplate shall have a minimum length of 48 inches. The sign length shall be in 6 inch increments. Un-mounted faces shall be shipped 1/4 inch wider and with 1/4 inch longer than the required width and length. The face shall be registered in the lower right corner with right and bottom border correct (3/4 inch) and the extra 1/4 inch at the top and left edge. Corners of the mounted nameplate shall be rounded (radius of corner must correspond to border radius) or as specified on the plans. Reflective Sheeting: The sign face shall be made from Type III or Type IV prismatic type retro-reflective sheeting. Processing: When screen processing, transparent screen process color shall be coated with a clear finish. Screen processed opaque black color need not be clear coated. All screen processing and clear coating shall be in accordance with the recommendations of the sheeting manufacturer. Sign faces may be produced by direct application of cutout copyonto mechanically applied background in accordance with sheeting manufacturers' Page 106 of 464 SP-157120 Page 25 of 25 recommendations. Application: For mounted signs, reflective sheeting shall be applied to sign blades that have been properly prepared. The sign faces shall be applied using the heat -vacuum process or squeeze roller application in accordance with the recommendations of the sheeting manufacturer. Letter Design: Standard abbreviations for street, avenue, boulevard, etc., shall be used following the street name or number. Legend shall optically be spaced and centered, both horizontally and vertically. The charts for standard alphabets (capital or upper case) for highway signs for letter design and spacing shall be used. Border: The border shall be 3/4 inch wide with 2 1/4 inch radius corners set on a square corner. The dimension between the inside edges of the border vertically and horizontally shall be 16 1/2 inches wide by 1 1/2 inches shorter than the chosen length of the sign blade. Shop Drawings: Submit a sign layout shop drawing for each different mast arm -mounted street name sign for review and acceptance prior to sign fabrication. C. SALVAGED MATE LS All existing signal materials and equipment not listed in the Special Provisions and which are not being incorporated into the final project shall be salvaged by the Contractor and stockpiled on the project site for pick up by WTOD personnel. Such items will remain the property of the City. Existing traffic signal equipment and materials to be salvaged include: • Galvanized poles and mast arms • Signal heads and signs mounted on signal poles or mast arms • Signal controller(s) • Pedestrian push buttons • Conduit • Handholes Among items to be properly disposed of by Contractor shall include: • Traffic signal pole footings — whole or partial — to be removed. • Old street name signs to be removed. • Painted poles and mastarms to be removed. D. TRAFFIC CONTROL It shall be the Contractor's full responsibility to set up and maintain traffic control that is in compliance with the MUTCD and Iowa DOT Standard Road Plans. E. METHOD OF MEASUREMENT AND BASIS OF PAYMENT The Traffic Signalization work includes all traffic signal system components, interconnection system, luminaire pole extensions and luminaires which are mounted on the traffic signal poles, as detailed on the plans and described in these Special Provisions, to provide a fully operational system. Unless listed as a separate bid item, no other payment will be made for work covered by the Special Provisions, but all work will be considered to be included in the lump sum price for Traffic Signalization. Contractor shall provide a breakdown list price for all items on Lump Sum traffic Signalization bid items immediately after a contract is signed or within a period specified on the plans. Compensation to the Contractor for all work covered by these Special Provisions shall be made at the Contract Lump Sum price for the signal system installation, complete, in place, and operating. No measurement or payment of individual traffic signal items will be made except for purposes of progress payments. The Contract Lump Sum payment shall be full compensation for all items of work and no separate payment for any individual items will be made. Page 107 of 464 FOR THE CONSTRUCTION OF Ansborough Avenue Improvements: Black Hawk Road to Downing Avenue Iowa DOT Project Number: STP-A-8155(757)--86-07 CITY OF WATERLOO, IOWA This contract made and entered into this day of , 2020, by and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and Contractor), WITNESSETH: of , (hereinafter referred to as Contractor agrees to build and construct the Ansborough Avenue Improvements: Black Hawk Road to Downing Avenue, and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike 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. Contractor understands, agrees with, and is bound by the terms of General Conditions of Contract and Special Conditions of Contract contained in the Contract Documents. The total amount of the performance bond, based on the Contractor's total bid prices, and for which 100% surety bond is required is $ 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. Contractor BY: Title: CITY OF WATERLOO, IOWA Mayor Approved by the City Council of the City of Waterloo, Iowa, on , 2020. ATTEST: , City Clerk, Waterloo, Iowa Error! Reference source not found. PAGE 1 Page 108 of 464 CITY OF WATERLOO Council Communication Resolution approving submission of a grant application to Metropolitan Planning Organization for a FY21-24 Surface Transportation Block Grant, in conjunction with the Public Works Building to Donald Street Traffic Fiber Optic and Monitoring Camera Project, in the amount of $400,000. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Traffic Operations Clerk Office Reviewer Greco, Sandie Higby, Nancy Action Approved Approved ATTACHMENTS: Description Type ❑ Project Location Map Cover Memo SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Date 4/1/2020 - 11:49 AM 4/1/2020 - 11:53 AM Resolution approving submission of a grant application to Metropolitan Planning Organization for a FY21-24 Surface Transportation Block Grant, in conjunction with the Public Works Building to Donald Street Traffic Fiber Optic and Monitoring Camera Project, in the amount of $400,000. Submitted By: Mohammad E1ahi, Traffic Engineer Approve resolution. This resolution approves applying for a grant to install fiber optic interconnect and monitoring cameras. It will be submitted to the Metropolitan Planning Organization (MPO). It will only be programmed if it is approved by the MPO and if it has a high enough priority. No City funds are required. $400,000 STBG Swap funds. Goal 2 - Strategy 2.2 - Enlist all City departments and staff members to promote a safer community This project installs part of the City's traffic fiber optic interconnect and traffic monitoring camera master plan. This part will be controlled by fiber control devices to be installed inside fire station #3. The network will connect to City's Traffic Operations Center at Public Works building. Page 109 of 464 ' 4 6�• iy l•••' . e '� ,b ••••••�♦♦��••.••••♦• it Prospect Ave ® Glenwood St \21R' /� t� .�� • Off♦ ,'O Ss 'q\ '. • Waterloo• _.♦' y 4, �r co,� • : ,•,-.e tot - ✓ ♦♦• • ••• Dearbo+n Ave O 44 �'et,• 'c,9 0.25 (5 ••'••.,•1 Miles rb!'q'i ♦' `r C psi s' , .. I ♦`: l { I I 1•••••••••••• e Fp y 14 ♦♦44 * <e /Ave • •. �.. 34- ♦♦.♦ oi,� Sources: EsM++`HERE, Garmin, USGS, Intermap, INCREMENT P;•s•`, a♦♦' Williston Ave'St NRCam;E fii Japan, METI, Esri China (Hong Kong), Esri Korea, Esrir• • • Bench Ave (Thailand)',,•NGCC, (c) OpenStreetMap contributors, and the GIS 43c.o User Community +e„a mac. ,44 .••••L•♦ 5` ♦♦♦♦ . ?S ..♦ 5� L LOCATION MAP W AirlIIFS#3 CONTROLLED FIBER LOOP Burton Ave Midland St Burton Ave airy Rd W Donald St W Parker St Newton St Kern St Dawson St Kiehl St a Conger St Fain, en ., Cemetery"- 411r Rd Cedar River River Rq in E e rn o c U 0 V c J Center St Edwards St - J iv 0 -J • E Dale St t(13. �a„F., z w Eo m ■ N Barclay St Ricker St • Camera Only New Fiber Hub # 11 New Layer 3 Switch New Fiber Cabinet and Pole Signal Cabinet N F New Fiber Existing Fiber uincy St Webster St Adams St Cottage S Sumner Oneida 11 Newell St Anthony St SCHOOL SIGNALS 0 Q V c 4) •, m Wino Albany UPGRADE SIGNAL CABINET to Fowler St uw Independen Page 110 of 464 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 23, 2020, and date of public hearing as April 27, 2020, for the FY 2020 Asphalt Overlay Program, Contract No. 992, and instruct City Clerk to publish said notice. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 3/31/2020 - 5:17 PM Clerk Office Even, LeAnn Approved 4/1/2020 - 8:50 AM ATTACHMENTS: Description Type ❑ Cont 992 street list Cover Memo SUBJECT: Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as April 23, 2020, and date of public hearing as April 27, 2020, for the FY 2020 Asphalt Overlay Program, Contract No. 992, and instruct City Clerk to publish said notice. Submitted by: Submitted By: Wayne Castle, PLS, PE, Associate Engineer Summary Statement: Plans prepared by the City Engineer's Office. Street list is attached. Expenditure Required: TBD Source of Funds: Local Option Sales Tax Funds Page 111 of 464 F.Y. 2020 ASPHALT OVERLAY PROGRAM Street l lth St., W. Easton Ave. Flammang Dr. Forest Ave. Greyhound Dr. Hartman Ave. Lafayette St. Meadow Ln. Newell St. Rachael St. Reed St. San Marnan Frontage Rd. Stephan Ave. Tower Park Dr. From South St. Hammond Ave. 680' E. of Hammond Ave. Randolph St. Highway 63 Ansborough Ave. Fairview Ave. Russell Rd. 700' E. of Springview St. Nancy Rd. Arlington St., W. Flammang Dr. Falls Ave. Johnathan St. To Washington St., SB l lth St. 1150' E. of Hammond Ave. Hammond Ave. Ridgeway Ave. Janney Ave. Oak Ave. Ansborough Ave. Northeast Dr. Wendy Rd. W. Hanover St. Penneys St. Stratford Ave. Kimball Ave. Page 112 of 464 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as May 11, 2020, to approve an application for a State Revolving Fund (SRF) Loan, Contents of Environmental Information, and the Project Plan in conjunction with the Titus Lift Station Project, Contract No. 975, and instruct City Clerk to publish said notice. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Waste Management Hosford, Matt Approved 3/31/2020 - 2:35 PM Clerk Office Even, LeAnn Approved 3/31/2020 - 5:07 PM ATTACHMENTS: Description Type ❑ Cover Memo Cover Memo ❑ Public Hearing Notice Backup Material SUBJECT: Resolution setting date of public hearing as May 11, 2020, to approve an application for a State Revolving Fund (SRF) Loan, Contents of Environmental Information, and the Project Plan in conjunction with the Titus Lift Station Project, Contract No. 975, and instruct City Clerk to publish said notice. Submitted by: Submitted By: Matthew Hosford, Collections System Project Director Page 113 of 464 CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. • Waterloo, IA 50703 • Phone (319) 291-4553 Date: March 31, 2020 To: Waterloo Mayor and City Council From: Matthew Hosford, P.E., Waste Management Services Re: Titus Lift Station (Contract No. 975) Setting of Public Hearing for Application for State Revolving Fund (SRF) Loan, Contents of Environmental Information, and the Project Plan Background Discussion The Titus Lift Station project consists of construction of a new lift station at the location of the existing Titus lift station. The new lift station will be 12' diameter and approximately 27' deep with a conventional valve vault and flow meter pit. Additionally, approximately 8,000 feet of new force main will be constructed (at a depth up to 27') along Broadway Street to Newton Street to send wastewater to the Park Road lift station. A new generator will be installed. The existing lift station and the housing structure (built in 1955) will be demolished. The purpose of this Public Hearing is to inform area residents of the community of Waterloo of this proposed action, discuss the actual cost and user fees associated with this project, and to address citizen's concerns, if any, with the plan. For City Council considering on the April 6, 2020 regular meeting agenda is setting the date for the public hearing for the May 11, 2020 City Council Regular Meeting. Recommended Action It is recommended that the City Council approve setting the date of public hearing for the Application of the SRF Loan, Contents of the Environmental Information, and Project Plan for the Titus Lift Station (Contract No. 975) at the May 11, 2020 City Council Regular Meeting. Page 114 of 464 NOTICE OF PUBLIC HEARING The City of Waterloo will be holding a Public Hearing to review an application for a State Revolving Fund (SRF) loan and to make available to the public the contents of an environmental information document and the City's project plan. These documents include design and environmental information related to the proposed improvements to the City's wastewater infrastructure. The proposed project consists of construction of a new lift station at the location of the existing Titus lift station. The new lift station will be 12' diameter and approximately 27' deep with a conventional valve vault and flow meter pit. Additionally, approximately 8,000 feet of new force main will be constructed (at a depth up to 27') along Broadway Street to Newton Street to send wastewater to the Park Road lift station. A new generator will be installed. The existing lift station and the housing structure (built in 1955) will be demolished. The purpose of this Public Hearing is to inform area residents of the community of Waterloo of this proposed action, discuss the actual cost and user fees associated with this project, and to address citizen's concerns, if any, with the plan. The Public Hearing location and time are as follows: 5:30 PM on the 11th day of May, 2020 Harold E. Getty Council Chambers in City Hall 715 Mulberry Street Waterloo, Iowa 50703 All interested persons are encouraged to attend this hearing. Written comments on this proposal may also be submitted prior to the hearing. Questions regarding this hearing or the availability of documentation may be directed to the City Clerk at 319-291-4323. Page 115 of 464 CITY OF WATERLOO Council Communication Resolution approving award of bid to Aspro, Inc., of Waterloo, Iowa, in the amount of $3,644,934.30, and approving the contract, bonds and certificate of insurance, in conjunction with the FY 2020 Street Reconstruction Program, Contract No. 993, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 4/6/2020 Prepared: 3/26/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 3/30/2020 - 10:35 AM Clerk Office Even, LeAnn Approved 3/31/2020 - 10:00 AM ATTACHMENTS: Description Type ❑ Cont 993_contract unsigned Cover Memo SUBJECT: Resolution approving award of bid to Aspro, Inc., of Waterloo, Iowa, in the amount of $3,644,934.30, and approving the contract, bonds and certificate of insurance, in conjunction with the FY 2020 Street Reconstruction Program, Contract No. 993, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Dennis Gentz, PE, Assistant City Engineer Expenditure Required: $3,644,934.30 Source of Funds: Local Option Sales Tax 205-07-7500-2165 Sanitary Sewer Funds 520-14-5200-2166 Page 116 of 464 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF F.Y. 2020 STREET RECONSTRUCTION PROGRAM CITY OF WATERLOO, IOWA CONTRACT NO. 993 This contract made and entered into this day of , 20, by and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and ASPRO, INC. referred to as Contractor), WITNESSETH: PAR. 1 PAR. 2 PAR. 3 of Waterloo, Iowa , (hereinafter Contractor agrees to build and construct the F.Y. 2020 STREET RECONSTRUCTION PROGRAM (DVISION I BASE BID + ALTERNATE A + DIVISION II), Contract No. 993, and furnish all necessary tools, equipment, materials and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike 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. It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. 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. FORM OF CONTRACT PAGE 1 OF 5 PAGES Page 117 of 464 PAR. 4 PAR. 5 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before November 13, 2020, unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 PAR. 8 PAR. 9 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein, and in 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. FORM OF CONTRACT PAGE 2 OF 5 PAGES Page 118 of 464 PAR. 10 PAR. 11 PAR. 12 PAR. 13 PAR. 14 PAR. 15 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 of this contract. The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty (30) consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal, which has been accepted by the City. FORM OF CONTRACT PAGE 3 OF 5 PAGES Page 119 of 464 PAR. 16 PAR. 17 PAR. 18 PAR. 19 PAR. 20 PAR. 21 The total amount of the contract, based on the Engineer's estimates of quantities and the Contractor's unit bid prices, and for which 100% surety bond is required is $3,644,934.30. After the completion of said work, the Contractor agrees to remove all debris and cleanup said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the street back in a proper condition for travel. This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2) years from the date of its acceptance by said Council, and after having been given ten (10) days' notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City, and, in any event, until two (2) years after the acceptance of the work. FORM OF CONTRACT PAGE 4 OF 5 PAGES Page 120 of 464 CITY OF WATERLOO, IOWA Mayor City Clerk Aspro, Inc. Contractor BY: Title: President Approved by the City Council of the City of Waterloo, Iowa, this day of , 20 . ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT PAGE 5 OF 5 PAGES Page 121 of 464 CITY OF WATERLOO Council Communication Resolution approving request to certify assessments to properties for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. City Council Meeting: 4/6/2020 Prepared: 3/25/2020 REVIEWERS: Department Reviewer Action Date Water Works Coon, Chad Approved 3/25/2020 - 11:44 AM Clerk Office Higby, Nancy Approved 3/26/2020 - 9:39 AM ATTACHMENTS: Description Type ❑ March Assessment letters Cover Memo Resolution approving request to certify assessments to properties for work SUBJECT: performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Submitted by: Submitted By: Chad Coon, Waterloo Water Works General Manager Adopt a resolution approving communication from the General Manager of Recommended Action: the Waterloo Water Works transmitting a request to certify repair amounts for work performed by the Waterloo Water Works. Summary Statement: Expenditure Required: The Board of Trustees of the Waterloo Water Works adopted resolutions at their March 18, 2020 Board meeting, instructing the General Manager to forward the request to certify to the City Council of Waterloo, Iowa. The repairs were made to private service lines at 219 Virden Street, 44 EastParker Street, and 205 Peek Street for customers of the Waterloo Water Works. No City funds are required for this action. The Waterloo Water Works paid for the repairs to the referenced private water service line, and then recovers the cost of the repair through this assessment process. Source of Funds: Waterloo Water Works operating funds, generated from water sales. Page 122 of 464 WATERLOO WATER WORKS CHAD COON General Manager 325 SYCAMORE STREET • P.O. BOX 27 319-232-6280 WATERLOO, IOWA 50704 FAX: 319-232-1962 March 19, 2020 Honorable Mayor & Council City of Waterloo City Hall 715 Mulberry Street Waterloo, IA. 50703 Dear Honorable Mayor & Council: TRUSTEES: MARY H. POTTER, Chair SCOTT WIENANDS, Vice -Chair THOMAS E. WALL The following is an excerpt from the Board Meeting of the Waterloo Water Works Trustees held Wednesday, March 18, 2020. RESOLUTION WHEREAS, the General Manager, Chad Coon, presented a statement of $2,905.52, which is supported by invoice from Waterloo Water Works, showing the work necessary to repair the service line in regards to the following: WHEREAS, the Waterloo Water Works excavated an emergency water leak and found the leak on the service line to 219 Virden Street, which is located Lot No. Three (3) in Auditor Francis' Leland Park Plat, in the City of Waterloo, Black Hawk County, Iowa, and owned by Laura Ann Earnest. WHEREAS, the property owner verbally agreed at the time of excavation to have the Waterloo Water Works continue with the repair of the service line. The owner of the property was invoiced, no payments received, the cost is to be assessed to the property. NOW, THEREFORE BE IT RESOLVED, by the Board of Trustees of the Waterloo Water Works, that the General Manager shall certify this statement to the City Clerk and that the Clerk in turn shall give notice and an assessment made and certified as provided in Title 8 Public Utilities, Chapter 2, Section 8-2-1, in the Code of Ordinances, City of Waterloo, Iowa. Page 123 of 464 Page 2 It was moved by Wienands, second by Wall, to adopt the resolution and instruct the General Manager to certify this resolution to the City Clerk. On Vote: Ayes: Potter, Wienands, Wall. Nays: None. Absent: None. Resolution adopted. After this is certified through your office, please send us a copy of the certification as follow through and reference with the customer. Respectfully, WATERLOO WATER WORKS Chad Coon, General Manager CC/cm Page 124 of 464 WATERLOO WATER WORKS CHAD COON General Manager 325 SYCAMORE STREET • P.O. BOX 27 319-232-6280 WATERLOO, IOWA 50704 FAX: 319-232-1962 March 19, 2020 Honorable Mayor & Council City of Waterloo City Hall 715 Mulberry Street Waterloo, IA. 50703 Dear Honorable Mayor & Council: TRUSTEES: MARY H. POTTER, Chair SCOTT WIENANDS, Vice -Chair THOMAS E. WALL The following is an excerpt from the Board Meeting of the Waterloo Water Works Trustees held Wednesday, March 18, 2020. RESOLUTION WHEREAS, the General Manager, Chad Coon, presented a statement of $1,891.61, which is supported by invoice from Hudson Hardware Plumbing & Heating, and the Waterloo Water Works, showing the work necessary to repair the service line in regards to the following: WHEREAS, the owner was notified by the Waterloo Water Works to repair the service line at 44 E. Parker Street, which is located on Lot No. 15 in Auditor Rainbow's Plat of Bicksler's Addition (vacated) and Adjoining Property Unplatted, in the City of Waterloo, Iowa, Black Hawk County, and owned by GBM Property Management, L.L.C. WHEREAS, the property owner did not respond to the notification from the Waterloo Water Works and did not make repairs to the service line, the Waterloo Water Works caused the service line to be repaired and the cost assessed to the property. NOW, THEREFORE BE IT RESOLVED, by the Board of Trustees of the Waterloo Water Works, that the General Manager shall certify this statement to the City Clerk and that the Clerk in turn shall give notice and an assessment made and certified as provided in Title 8 Public Utilities, Chapter 2, Section 8-2-1, in the Code of Ordinances, City of Waterloo, Iowa. Page 125 of 464 Page 2 It was moved by Wienands, second by Wall, to adopt the resolution and instruct the General Manager to certify this resolution to the City Clerk. On Vote: Ayes: Potter, Wienands, Wall. Nays: None. Absent: None. Resolution adopted. After this is certified through your office, please send us a copy of the certification as follow through and reference with the customer. Respectfully, WATERLOO WATER WORKS (t/j OL_ Chad Coon, General Manager CC/cm Page 126 of 464 WATERLOO WATER WORKS CHAD COON General Manager 325 SYCAMORE STREET • P.O. BOX 27 319-232-6280 WATERLOO, IOWA 50704 FAX: 319-232-1962 March 19, 2020 Honorable Mayor & Council City of Waterloo City Hall 715 Mulberry Street Waterloo, IA. 50703 Dear Honorable Mayor & Council: TRUSTEES: MARY H. POTTER, Chair SCOTT WIENANDS, Vice -Chair THOMAS E. WALL The following is an excerpt from the Board Meeting of the Waterloo Water Works Trustees held Wednesday, March 18, 2020. RESOLUTION WHEREAS, the General Manager, Chad Coon, presented a statement of $2,338.99, which is supported by invoice from Hudson Hardware Plumbing & Heating, and the Waterloo Water Works, showing the work necessary to repair the service line in regards to the following: WHEREAS, the owner was notified by the Waterloo Water Works to repair the service line at 205 Peek Street, which is located on all Lot 6, Block 2 except the West 65 feet, all Lot 7, Block 2, except the West 65 feet, South 40 feet, in Peeks Addition, Waterloo, Iowa, Black Hawk County, and owned by Jewell M. Mays. WHEREAS, the property owner did not respond to the notification from the Waterloo Water Works and did not make repairs to the service line, the Waterloo Water Works caused the service line to be repaired and the cost assessed to the property. NOW, THEREFORE BE IT RESOLVED, by the Board of Trustees of the Waterloo Water Works, that the General Manager shall certify this statement to the City Clerk and that the Clerk in turn shall give notice and an assessment made and certified as provided in Title 8 Public Utilities, Chapter 2, Section 8-2-1, in the Code of Ordinances, City of Waterloo, Iowa. Page 127 of 464 Page 2 It was moved by Wienands, second by Wall, to adopt the resolution and instruct the General Manager to certify this resolution to the City Clerk. On Vote: Ayes: Potter, Wienands, Wall. Nays: None. Absent: None. Resolution adopted. After this is certified through your office, please send us a copy of the certification as follow through and reference with the customer. Respectfully, WATERLOO WATER WORKS Chad Coon, General Manager CC/cm Page 128 of 464 CITY OF WATERLOO Council Communication Resolution approving cancellation of assessment for 916 Beech Street in the amount of $56.19, and authorizing the City Clerk to notify Black Hawk County Treasurer of said cancellation. City Council Meeting: 4/6/2020 Prepared: 3/25/2020 REVIEWERS: Department Reviewer Action Date Clerk Office Higby, Nancy Approved 3/26/2020 - 5:02 PM SUBJECT: Submitted by: Summary Statement: Resolution approving cancellation of assessment for 916 Beech Street in the amount of $56.19, and authorizing the City Clerk to notify Black Hawk County Treasurer of said cancellation. Submitted By: Kelley Felchle, City Clerk This property was assessed in error. $ 8.25 - Storm Water $47.94 - Garbage Page 129 of 464 CITY OF WATERLOO Council Communication Resolution approving the destruction of various liquor license correspondence listed in Exhibit A, October 22, 2007 to October 15, 2014. City Council Meeting: 4/6/2020 Prepared: 3/29/2020 REVIEWERS: Department Reviewer Action Date Water Works Felchle, Kelley Approved 3/29/2020 - 2:55 PM ATTACHMENTS: Description Type ❑ Exhibit A Backup Material SUBJECT: Resolution approving the destruction of various liquor license correspondence listed in Exhibit A, October 22, 2007 to October 15, 2014. Submitted by: Submitted By: Kelley Felchle, City Clerk Recommended Action: Approval. Summary Statement: Liquor licenses and correspondence have a five year retention. Page 130 of 464 DATE 1/4/11 7/7/11 9/15/11 4/23/13 5/19/13 5/4/11 1/18/12 10/9/12 11/13/13 1/16/14 10/20/09 12/15/09 12/21/10 1/21/11 3/29/10 5/11/10 7/21/10 10/23/11 4/19/13 9/30/13 10/22/13 10/19/09 11/4/09 6/17/10 6/22/11 3/2/11 9/22/11 6/21/11 8/28/12 10/1/12 8/6/13 10/9/13 8/31/10 9/5/12 11/6/12 2/12/10 6/8/10 9/21/10 10/18/10 3/4/11 8/20/12 8/21/12 9/21/10 9/21/10 12/1/10 5/11/11 BUSINESS ALI'S WEST SIDE LIQUOR ALI'S WEST SIDE LIQUOR ALI'S WEST SIDE LIQUOR ALI'S WEST SIDE LIQUOR ALI'S WEST SIDE LIQUOR ALL GOLF CENTER ALL GOLF CENTER AMERICAN GOLF COURSE AMERICAN GOLF COURSE AMERICAN GOLF COURSE BALKAN GRILL BALKAN GRILL BALKAN GRILL BALKAN GRILL BARNEY'S BARNEY'S BARNEY'S BHC UNITED BJ'S BAR AND BILLIARDS BJ'S BAR AND BILLIARDS BJ'S BAR AND BILLIARDS BROADWAY LIQUOR BROADWAY LIQUOR BROADWAY LIQUOR BROADWAY LIQUOR BUZZ'S BAR CAFE BAR FONTANA CAFFE BAR PIRAMIDA CAFFE BAR PIRAMIDA CAFFE BAR PIRAMIDA CAFFE BAR PIRAMIDA CAFFE BAR PIRAMIDA CASEY GENERAL STORE #2427 CASEY'S PUB CASEY'S PUB CHASER'S PUB CITY LIQUOR AND TOBACCO CITY LIQUOR AND TOBACCO CITY LIQUOR AND TOBACCO CITY LIQUOR AND TOBACCO CITY LIQUOR AND TOBACCO CITY LIQUOR AND TOBACCO CLUB 2000 CLUB 2000 CLUB 2000 CLUB FEVER TYPE OF DOCUMENT DENIED RENEWAL APPLICATION SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION SUSPEND BEER PERMIT -OWE IRS CANCELLED BEER PERMIT SUSPEND BEER PERMIT -OWE IRS DENIAL OF BEER PERMIT SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE REINSTATEMENT OF LIQUOR LICENSE DENIAL OF LIQUOR LICENSE DENIED RENEWAL APPLICATION MINOR IN BAR, $500 FINE SETTLED OUT OF COURT, NO HEARING MINOR IN BAR, $500 FINE HEARING -SOLD AFTER HOURS HEARING -SOLD AFTER HOURS HEARING -SOLD AFTER HOURS HEARING -SOLD AFTER HOURS SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE RESCHEDULED HEARING DISMISSED SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION DENIED RENEWAL APPLICATION DENIED RENEWAL APPLICATION ILLEGAL GAMBLING DEVICE ILLEGAL GAMBLING DEVICE DENIED LIQUOR LICENSE REINSTATEMENT OF LIQUOR LICENSE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION DENIED RENEWAL APPLICATION SOLD TOBACCO TO UNDERAGE PERSON SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE NOTICE OF HEARING HEARING HEARING -DRIVE THROUGH WINDOW HEARING NOTICE OF HEARING HEARING -SOLD AFTER HOURS RESCHEDULED HEARING DENIED RENEWAL APPLICATION Page 131 of 464 5/8/13 5/8/13 10/16/11 4/10/13 11/5/13 5/16/13 9/9/13 11/12/09 12/22/09 5/8/13 5/8/13 11/8/10 3/22/11 4/11/11 11/19/09 6/27/11 7/22/10 3/30/11 9/30/10 9/25/12 3/22/10 11/19/09 5/26/10 7/26/13 1/5/10 9/8/11 6/10/11 8/20/10 11/9/10 6/28/10 8/28/12 11/23/10 12/7/11 2/21/12 3/6/12 4/15/11 10/15/14 10/12/11 3/19/13 10/15/13 7/29/09 7/8/09 7/6/09 1/19/10 5/5/13 9/23/13 9/26/13 CLUB PHYRE CLUB PHYRE CROSSROADS BP CROSSROADS BP CROSSROADS BP DEMI'S BLUE MARTINI LOUNGE DEMI'S BLUE MARTINI LOUNGE DIAMOND BAR DIAMOND BAR DOLLAR GENERAL #7162 DOLLAR GENERAL #7162 E 4TH LIQUOR STORE E 4TH LIQUOR STORE E 4TH LIQUOR STORE EDO'S SPORTS BAR EDO'S SPORTS BAR EL MECCA SHRINE CLUB EL MEXQUITE RESTAURANT EL SENOR TEQUILA NIGHT CLUB EL SENOR TEQUILA NIGHT CLUB ELITE LIQUOR ESPRESSO CAFE OASIS ESPRESSO CAFE OASIS FIVE STAR SNACKS FIVE STAR SNACKS & LIQUOR FIVE STAR SNACKS & LIQUOR FIVE STAR SNACK'S & MORE FIVE STAR SNACKS AND LIQUOR FIVE STAR SNACKS AND LIQUOR FIVE STAR SNACKS AND MORE FRATERNAL ORDER OF EAGLES GODFATHER'S PIZZA GODFATHER'S PIZZA GODFATHER'S PIZZA GODFATHER'S PIZZA HALF PINT SALOON HIBACHI SUSHI BUFFET HONEY GARDEN HUNNY COMB HIDEOUT HUNNY COMB HIDEOUT HYVEE FOOD STORE #2 HYVEE GAS #3 ISLE CASINO ISLE CASINO ISLE CASINO ISLE CASINO ISLE CASINO FAILURE TO APPEAL SUSPENSION DENIAL OF LIQUOR LICENSE ILLEGAL GAMBLING DEVICE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION REINSTATEMENT OF LIQUOR LICENSE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIAL OF LIQUOR LICENSE FAILURE TO APPEAL SUSPENSION DENIAL OF LIQUOR LICENSE DENIAL OF LIQUOR LICENSE DENIED TRANSFER APPLICATION HEARING NOTICE OF HEARING HEARING -SOLD AFTER HOURS DENIAL OF LIQUOR LICENSE HEARING REINSTATEMENT OF LIQUOR LICENSE APPROVED ONE DAY OUTDOOR SERVICE 9/30/12 DENIAL OF LIQUOR LICENSE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE REINSTATEMENT OF LIQUOR LICENSE SELLING TOBACCO TO UNDERAGE PERSON SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE NOTICE OF APPEAL NOTICE OF HEARING SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE APPROVED ONE DAY OUTDDOR SERVICE 9/8/12 DENIAL OF LIQUOR LICENSE SUSPEND BEER PERMIT -OWE IRS CANCELLED BEER PERMIT CANCELLED BEER PERMIT SUSPEND BEER PERMIT -OWE IRS DENIED LIQUOR LICENSE DENIED RENEWAL APPLICATION UNDERAGE IN BAR CONTINUANCE ORDER SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE RESCHEDULED HEARING HEARING -SOLD AFTER HOURS HEARING -SOLD AFTER HOURS ORDER Page 132 of 464 3/11/14 4/3/13 2/19/14 9/19/14 10/22/07 6/8/10 6/28/10 10/11/10 4/12/11 6/12/13 8/20/10 5/27/11 6/14/10 9/20/10 12/21/10 8/12/10 7/19/11 11/17/11 5/27/11 7/20/12 5/27/11 8/30/12 7/27/10 9/14/11 11/13/10 6/3/11 3/27/13 12/23/09 3/1/10 5/12/10 1/14/11 8/17/11 10/19/11 12/2/09 5/4/11 4/15/14 10/10/13 4/20/12 7/5/13 5/22/13 8/25/10 1/4/11 4/10/13 9/30/13 10/22/13 8/6/13 10/17/13 JAMESON'S JET LOUNGE JET LOUNGE JET LOUNGE JOAN'S 9'ER J'S R&B LOUNGE J'S R&B LOUNGE KING STAR KNIGHTS OF PYTHIAS KNIGHTS OF PYTHIAS KUM & GO #211 KWIK STAR #723 KWIK STAR #732 KWIK STOP LA MICHUACANA LAS MARGARITAS LEGENDS LJ'S NEIGHBORHOOD GRILL & BAR METRO 66 #1 METRO MART #4 NEIGHBORHOOD MART NEIGHBORHOOD MART NEW STAR NEW STAR 3 NEW WORLD LOUNGE II NEW WORLD LOUNGE II NEW WORLD LOUNGE II PACKERS INN PACKERS INN PACKERS INN PACKERS INN PARK ROAD INN PARK ROAD INN PAT'S TAVERN PRIME MART PRIME MART ROBY'S COCKTAIL LOUNGE RUMORS RUMORS RUMPELSTILTSKIN SAVE MORE FOODS SAVE MORE FOODS SAVE MORE FOODS SAVE MORE FOODS SAVE MORE FOODS SPEEDY MART SPEEDY MART APPROVAL OF OUTDOOR SERVICE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SUSPEND BEER PERMIT -OWE IRS EXPIRED LIQUOR LICENSE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE ILLEGAL GAMBLING DEVICE NOTICE OF HEARING ILLEGAL ACTIVITY/DRUGS DENIED RENEWAL APPLICATION DENIAL OF CLASS A LIQUOR LICENSE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE REINSTATEMENT OF LIQUOR LICENSE DENIAL OF LIQUOR LICENSE DENIAL OF LIQUOR LICENSE DENIAL OF LIQUOR LICENSE DENIED RENEWAL APPLICATION ILLEGAL GAMBLING DEVICE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION DENIAL OF LIQUOR LICENSE SOLD DRUG PARAPHERNALIA HEARING -SOLD AFTER HOURS SUSPEND BEER PERMIT -OWE IRS SUSPEND LIQUOR LICENSE -OWE IRS SMOKING IN BAR ILLEGAL GAMBLING DEVICE ILLEGAL GAMBLING DEVICE SOLD LIQUOR DURING A SUSPENSION DENIED RENEWAL APPLICATION DENIED RENEWAL APPLICATION MINOR IN BAR, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIAL OF LIQUOR LICENSE SUSPENSION OF LIQUOR LICENSE -REFILLING CON - SUSPENSION OF LIQUOR LICENSE -REFILLING CON - SUSPEND LIQUOR LICENSE -OWE IRS SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED RENEWAL APPLICATION SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIED NEW BEER PERMIT DENIED LIQUOR LICENSE-ROOSEVELT ROBY TRIAL Page 133 of 464 11/18/13 SPEEDY MART 8/28/12 SPICOLI'S 1/5/10 SYCAMORE CONVENIENCE 10/20/11 THE DRUNKEN MONKEY 9/15/09 THE LAST LEVEL 9/16/12 THE SALOON 10/30/09 THE WINNING EDGE 10/9/12 THE WINNING EDGE 2/4/14 VIET NOODLE 4/25/11 VOLKS HAUS 11/7/11 VOLKS HAUS 6/22/11 WALMART 9/21/10 WILD ICE LOUNGE 8/8/11 WILD ICE LOUNGE 10/4/10 WILDSIDE 12/6/11 Z'S RESTAURANT EXTENSION OF APPEAL APPROVED ONE DAY OUTDDOR SERVICE 9/2/12 SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE HEARING -SOLD AFTER HOURS MINOR IN BAR, $500 FINE SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIAL OF OUTDOOR SERVICE LICENSE APPOVAL OF OUTDOOR SERVICE LIQUOR LICENSE DENIED -NO INSURANCE OVERSERVED PATRON HEARING -SOLD AFTER HOURS SOLD LIQUOR TO UNDERAGE PERSON, $500 FINE DENIAL OF LIQUOR LICENSE FAILURE TO APPEAL SUSPENSION DENIAL, HEARING, REINSTATEMENT DENIED RENEWAL APPLICATION Page 134 of 464 ORDERS, HEARINGS, COMPLAINTS, STIPULATIONS, CONTINUANCES, REINSTATEMENTS, PRO ACKNOWLEDGEMENTS/SETTLEMENT AGREEMENTS, FAILURE TO APPEAL DENIED LICENSES Page 135 of 464 Page 136 of 464 TAINERS TAINERS Page 137 of 464 Page 138 of 464 POSED DECISIONS Page 139 of 464 CITY OF WATERLOO Council Communication Request by Cathy Ketton of Splash of Color BC SG for a Variance to the Noise Ordinance on Saturday, June 13, 2020, from 8:00 a.m. to 3:00 p.m., to hold the 1st Annual North End Community Wellness Expo on the 700-800 blocks of East 4th Street, along with the use of a PA system. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Police Department Felchle, Kelley Approved 4/1/2020 - 3:57 PM ATTACHMENTS: Description Type ❑ Noise Variance Backup Material SUBJECT: Request by Cathy Ketton of Splash of Color BCSG for a Variance to the Noise Ordinance on Saturday, June 13, 2020, from 8:00 a.m. to 3:00 p.m., to hold the 1st Annual North End Community Wellness Expo on the 700-800 blocks of East 4th Street, along with the use of a PA system. Submitted by: Submitted By: Lt. Corbin Payne Page 140 of 464 APPLICATION FOR VARIANCE TO NOISE ORDINANCE APPLICANT'S NAME: APPLICANT'S ADDRESS: J 8 -5e'vx n APPLICANT'S PHONE #: /73 ANTICIPATED DATE OF VARIANCE: Wit-rd:4 NAME OF EVENT: si TIMES OF DAY OF VARIANCE: GEOGRAPHICAL LOCATION OF VARIANCE: Si-e/4ie �i 12m6 ficsci_ STANCE F A TNITY FROM RESID NTIAL 0rt ifIL e g- f Sp k'sh 6- '(16,10 `5 G 613 (10, jnC'� Lf1 7 4/x01d 5(�e/ DI PROPERTIES: ,e i i /our v -)-hr U`veY E PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUDE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOISE ORDINANCE, SUCH AS A BAND PLAYING, PA SYSTEM, ETC. The Sp),,,A616,1 (V00 -4 Cork ,.-t.nj Wei Ihe5s 1 )0 (IVE. ? � 1l bt 114-tfed ak[ ? Li1Ae' -fo **410-ild e, wMi 17e Acrax. 05; l0 ppm; t,vif) 4avv f ilie c- 6 -$' GO( / ;1/1A d7 ilihea , P 1;11,74 zig y 5ke(y, . Pk iiAdd II) 6cr ��t-iiCi' da�� i''ri -/i- i'l/ 41 ik3 (ari )(ea� ob(le ��� �1 ofi .-1 �,< '-1-r (5 - J .)1 01,4 i' ,c i -, (�i �� II C '1/) 411P Vel-)Ze( 1144i ie. ce:i0 VC/dor ( r)-k-Crj 5,/ /Q4-- CITY COUNCIL ACTION: APPROVAL: Applicant's Signati Dati'/30() Police Dept. Recommendation APPROVAL: DENIAL: DENIAL: DECIBEL LEVEL: Page 141 of 464 CITY OF WATERLOO Council Communication Cigarette/Tobacco Permit New Application for Dollar General Store #21528, 428 E. 1st St. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Felchle, Kelley Approved 4/1/2020 - 4:02 PM SUBJECT: Cigarette/Tobacco Permit New Application for Dollar General Store #21528, 428 E. 1st St. Page 142 of 464 CITY OF WATERLOO Council Communication Motion to approve Exception to Burning Yard Waste Application for Cedar Valley Arboretum and Botanical Gardens to burn a 4-acre butterfly meadow and prairie area along Hess Road between Arboretum Drive and Orange Road, between March 21, 2020 and May 15, 2020. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Felchle, Kelley Approved 4/1/2020 - 4:08 PM SUBJECT: Motion to approve Exception to Burning Yard Waste Application for Cedar Valley Arboretum and Botanical Gardens to burn a 4-acre butterfly meadow and prairie area along Hess Road between Arboretum Drive and Orange Road, between March 21, 2020 and May 15, 2020. Submitted by: Submitted By: Pat Treloar, Chief of Fire Services Page 143 of 464 CITY OF WATERLOO Council Communication Motion to approve Exception to Burning Yard Waste Application for George Wyth State Park to burn the following between March 2020 and June 2020: 15-acres of George Wyth Prairie, between Wyth Lake and main park road, 2-acres of prairie/pollinator acres near the entrance of George Wyth, 3-acres of a dike along the main road of the park, 2-acres of prairie at the back of the park near the lodge, a 20-foot by 20-foot brush pile in the Frisbee picnic area, and a 30-foot by 30-foot brush pile behind the park shop. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Reviewer Action Date Fire Rescue Felchle, Kelley Approved 4/1/2020 - 4:13 PM SUBJECT: Motion to approve Exception to Burning Yard Waste Application for George Wyth State Park to burn the following between March 2020 and June 2020: 15-acres of George Wyth Prairie, between Wyth Lake and main park road, 2-acres of prairie/pollinator acres near the entrance of George Wyth, 3-acres of a dike along the main road of the park, 2-acres of prairie at the back of the park near the lodge, a 20-foot by 20-foot brush pile in the Frisbee picnic area, and a 30-foot by 30-foot brush pile behind the park shop. Submitted by: Submitted By: Pat Treloar, Chief of Fire Services Page 144 of 464 CITY OF WATERLOO Council Communication Bonds. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Engineering Felchle, Kelley Approved 4/1/2020 - 3:40 PM ATTACHMENTS: Description Type ❑ BONDS FOR COUNCIL APPROVAL_4.6.20. Backup Material SUBJECT: Bonds. Page 145 of 464 BONDS FOR COUNCIL APPROVAL April 6, 2020 RIGHT OF WAY CONSTRUCTION BOND AMOUNT $15,000.00 IA5210194 HANKINS CRANE & CONSTRUCTION, LLC COGGON, IA 72254419 NICHOLAS MURCH WATERLOO, IA 1164367 TERRA TECHNOLOGIES LLC MCHENRY, IL IA5205319 TURF AND LANDSCAPE INC. SUMNER, IA Page 146 of 464 CITY OF WATERLOO Council Communication 2020 Right -of -Way Mowing Contract. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Reviewer Action Date Leisure Services Huting, Paul Approved 3/30/2020 - 10:59 AM Clerk Office Even, LeAnn Approved 3/31/2020 - 8:55 AM ATTACHMENTS: Description Type ❑ 2020 Contracted Mowing Bid Documents Cover Memo ❑ Bid Tabulation Cover Memo ❑ ROW Mowing Contract - B&B Lawn Care Cover Memo ❑ ROW Mowing Contract - Professional Lawn Care Cover Memo SUBJECT: Motion to receive and file proof of publication of notice of public hearing. HOLDING HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving plans, specifications, forms of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids. Resolution approving award of bid to B & B Lawn Care Inc., of Waterloo Iowa, in the amount of $57.75/Acre-Option A and $49.99/Acre-Option C and Professional Lawn Care, LLC, of Waterloo Iowa, in the amount of $54.50/Acre-Option B, in conjunction with the 2020 Right -of -Way Mowing Project, approving the contract, bonds and certificate of Insurance, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: JB Bolger, Golf and Downtown Area Maintenance Manager Recommended Action: Approve Contracts Summary Statement: Expenditure Required: Waterloo Leisure Services utilizes contractors to mow many of the City's right of ways including the following corridors: - San Marnan Dr. - US 218 - Greenhill Rd. - Martin Luther King Jr. Dr. - Broadway St. - Dubuque Rd. -US 63/ Logan Ave. $57.75/ acre Option A. $54.50/ acre Option B. Page 147 of 464 $49.99/ acre Option C. Source of Funds: Policy Issue: Alternative: Background Information: 010-37-4100-1390 Leisure Services- Contracted Services This project allows for mowing and litter collection through a number of street right of ways. Therefore it supports City of Waterloo Strategic Plan, Strategy 4.5- Maintain community services that support a quality of place. Hire more City employee maintenance staff, purchase more mowers, trucks, and trailers and mow these areas "in-house." Leisure Services has been using private contractors to mow these right of way areas for over 30 years. Page 148 of 464 CITY OF WATERLOO LEISURE SERVICES COMMISSION 2020 RIGHT-OF-WAY MOWING The Waterloo Leisure Services Commission is seeking bids for 2020 RIGHT-OF-WAY MOWING. BID REQUEST Sealed bids are due 1:00pm, Thursday, March 26, 2020, to the City Clerk at her office at City Hall, 715 Mulberry Street, Waterloo, IA 50703. Bids must be submitted on the Waterloo Leisure Services Bid Form. Bids will be opened in the first floor conference room in City Hall, Waterloo, Iowa on Thursday, March 26, 2020, at 1:00pm. Public hearing on the project will be conducted Monday April 6, 2020 at the regularly scheduled 5:30pm City Council Meeting in the second floor Council Chambers. The City of Waterloo reserves the right to reject any and/or all bids. When submitting bid, please note on the lower, left-hand corner of envelope: Waterloo Leisure Services Commission 2020 RIGHT-OF-WAY MOWING All work to meet City of Waterloo codes. Questions, please contact JB Bolger, Golf & Downtown Area Maintenance Manager, at Leisure Services, 291-4370, Monday through Friday 7:00 a.m. to 4:00 p.m. Page 149 of 464 CITY OF WATERLOO, IOWA LEISURE SERVICES COMMISSION NOTICE OF PUBLIC HEARING On Proposed Specifications and the NOTICE TO BIDDERS for 2020 RIGHT-OF-WAY MOWING RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in City Hall, Waterloo, Iowa, on Thursday, March 26, 2020, until 1:00pm., for the 2020 RIGHT-OF-WAY MOWING as described in the plans and specifications now on file in the City Clerk's office and the Waterloo Leisure Services Commission office. OPENING OF BIDS All proposals received for the 2019 RIGHT-OF-WAY MOWING will be opened in the first floor small conference room of the Clerk's Office at City Hall, Waterloo, Iowa, on March 26, 2020, at 1:00 p.m., and the proposals will be referred to the Waterloo Leisure Services Commission for recommendation of award. PUBLIC HEARING Notice is hereby given that the Waterloo City Council will conduct a public hearing on the proposed specifications and form of contract for the 2020 RIGHT-OF-WAY MOWING at 5:30 p.m. on Monday, April 6, 2020. The hearing will be held in the Council Chambers in Waterloo City Hall. The contract documents are on file in the City Clerk's office, 715 Mulberry St. and the Waterloo Leisure Services Commission office, 1101 Campbell Ave., Waterloo, Iowa, for public examination. Any person interested may file written objection with the City Clerk before the date set for the hearing or appear and make objection at the meeting. SCOPE OF WORK The Contractor shall provide all labor and materials necessary to mow the designated right-of-way areas in accordance with these plans and specifications. CONTRACT PERIOD The period of time covered under this proposed contract shall be the 2020 growing season (approximately April 27, 2020, through October 9, 2020). Page 150 of 464 PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Waterloo Leisure Services Commission. The bidder shall bid on a per unit price (WITH EACH "Option" treated as a separate unit) as shown on the Bid Form. Each unit should be bid as a stand-alone item and not merely as a component of a total bid package that includes all options together. BID SECURITY REQUIRED All bids must be accompanied, in a separate envelope, by a certified or cashier's check drawn on an Iowa bank chartered under the laws of the United States, or a certified share draft drawn on a Credit Union in Iowa chartered under the laws of the United States, or a bid bond payable to the City of Waterloo, Iowa, in the sum of Three Thousand Dollars ($3,000.00), which certified check, certified share draft, or bid bond will be held as security that the Bidder will enter into a Contract for the mowing 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, the bid security may be retained by said City as agreed liquidated damages. If Bid Bond is used, it must be signed by both the bidder and the surety or the surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. CONTRACT AWARD The Leisure Services Commission has divided the mowing contract into three (3) areas as indicated on the Bid Form. Each is severable from the others and may be the subject of a separate contract. The City shall award one or more Contracts to the responsible Bidder(s) whose bid, conforming to the Specifications and without regard to whether the bid is made on a per -Option or a total basis, is most advantageous to the City and the Waterloo Leisure Services Commission, price and other factors considered. The City reserves the right to award a contract for any single Option, any combination of Options, or all Options together. The intention is not to award the contract at the time of bid opening, but to award the contract after review of bids and bidder information by the City and Waterloo Leisure Services Commission such that the award is made within thirty (30) days after bid opening. The City reserves the right to waive any and all parts of a specific bid. AFFIRMATIVE ACTION PROGRAM The successful Bidder and any subcontractors will be required to execute and have approved an Affirmative Actions Program or Update before beginning work on the project, if they have been awarded an aggregate of $10,000 in city projects during the current calendar year. Page 151 of 464 METHOD OF PAYMENT TO CONTRACTOR Payment to the contractor for services performed shall be paid on a monthly basis. Payments shall be based on the actual number of acres mowed the previous period. A detailed bill of completed work must be received by the Waterloo Leisure Services Commission before payment can be made. Actual number of acres mowed must agree with numbers recorded by the Leisure Services Commission. Published pursuant to the provision of Division VI of Chapter 384 the City Code of Iowa and upon order of the City Council of said Waterloo, Iowa, on the day of , 2020 City of Waterloo, Iowa, Kelley Felchle, City Clerk Page 152 of 464 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as Principal, and as Surety are held and firmly bound unto the City of Waterloo, Iowa, hereinafter called "OWNER". In the penal sum dollars ($ ) lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the day of , 20 , for NOW, THEREFORE, a) If said Bid shall be rejected, or in the alternate, b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety, have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of , A.D. 20 Witness Principal By (Seal) (Title) (Seal) Surety By Witness Attorney -In -Fact BID BOND PAGE 1 OF 1 Page 153 of 464 CITY OF WATERLOO, IOWA Waterloo Leisure Services INSTRUCTION TO BIDDERS I. 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 and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of 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 or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. H. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Waterloo Leisure Services. Before submitting a bid, each bidder shall carefully examine the drawings (if any), read the specifications and all other contract documents and visit the site of the work. Each bidder shall be fully informed, prior to the bidding, as to all existing conditions and limitations under which the work is to be performed and shall include in this bid a sum to cover the cost of all items necessary to perfoini the work as set forth in the contract documents. No allowance will be made to any bidder because of lack of such examination or knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made such examination. The bidder's attention is directed to the fact that all applicable state laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over the project shall apply to the Contract throughout and they shall be deemed to be included in the Contract the same as though herein written out in full. III. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or 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. However, a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City, will be considered at any time it is received and may thereafter be accepted. Bids may be withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. IV. PUBLIC OPENING OF BIDS Bids will be publicly opened at the specified time and place 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 by representative. INSTRUCTIONS TO BIDDERS P agel 154 of 464 V. 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 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. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. VI. MBEIWBE CONTRACT COMPLIANCE PROGRAM All Bidders have the responsibility to comply with the City of Waterloo MBE/WBE Contract Compliance Program. City of Waterloo Contract Compliance: Rudy D. Jones, Director Community Development Board 620 Mulberry Street Suite 202 Waterloo, Iowa 50703 (319) 291-4429 VII. 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. VIIL STATEMENT OF BIDDER'S QUALIFICATIONS Each Bidder shall, upon request of the Waterloo Leisure Services, submit on the form furnished a statement of the Bidder's qualifications, his/her experience record in completing the type of project proposed, and equipment available for the work contemplated; and when requested, a detailed financial statement. The Waterloo Leisure Services Department shall have the right to take such steps as it deems necessary to determine the ability of the Bidder to perform obligations under the Contract; and the Bidder shall furnish the Waterloo Leisure Services 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 Waterloo Leisure Services that the Bidder is qualified to carry out properly the terms of the Contract. INSTRUCTIONS TO BIDDERS PAGE 2 OF 3 Page 155 of 464 IX. 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, an agreement in the form included in the contract documents in such number of copies as the City, may require. B. 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 Conditions. 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 Named 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 Worker's Compensation insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Worker's Compensation Laws. C. The failure of the successful bidder to execute such agreement and to supply the required insurance within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City, may grant, based upon reasons determined sufficient by the City, may either award the contract to the next lowest responsible bidder or re -advertise for bids, and may charge against the bidder the difference between the amount of the bid and the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re -advertising, the defaulting bidder shall have no claim against the City or Waterloo Leisure Services for a refund. INSTRUCTIONS TO I3IDDERS PAGE 3 OF 3 Page 156 of 464 CITY OF WATERLOO, IOWA Waterloo Leisure Services GENERAL CONDITIONS Definitions Whenever used in any of the Contract Documents, these terms shall be defined as follows: Contract - means the Contract or Agreement executed by and between the City of Waterloo and the Contractor. Owner or Local Public Agency (LPA) - means the Waterloo Leisure Services. Contractor - means the person, firm or corporation entering into the Contract with the City of Waterloo, to maintain City of Waterloo Right Of Ways and/or properties as described in the Specifications provided. Contract Documents - means and shall include the following: Executed Contract or Agreement, Addenda (if any), Invitation for Bids, Instructions to Bidders, Signed copy of Bid, General Conditions, Special Conditions, Specifications, and (Plans or Drawings when required). Superintendence by Contractor Except where the Contractor is an individual and gives personal superintendence to the work, the Contractor shall provide a competent superintendent, satisfactory to the Waterloo Leisure Services/City of Waterloo, on the work site at all times during working hours with full authority of the Contractor. The Contractor shall also provide an adequate staff to properly coordinate and expedite the work. The Contractor shall lay out and be responsible for all work executed under this Contract. The Contractor shall verify all figures and elevations before proceeding with the work and will be held responsible for any error resulting from failure to do so. Other Contracts The City of Waterloo may award or may have awarded other Contracts for additional work, and the Contractor shall cooperate fully with other Contractors, by scheduling work under this Contract with that to be performed under other Contracts as may be directed by the Waterloo Leisure Services/City of Waterloo. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other Contractor as scheduled. GENERAL CONDITIONS PAGE 1 OF 3 Page 157 of 464 Fitting and Coordination of the Work The Contractor shall be responsible for the proper fitting of all work and for the coordination of the operations of all Subcontractors engaged upon this Contract. The Contractor shall be prepared to guarantee to each Subcontractor the locations and measurements which they may require for the fitting of their work to all surrounding work. Care of Work The Contractor shall be responsible for all damages to person or property that occur as a result of negligence in connection with the execution of work and shall be reasonable for the proper care and protection of all materials delivered and work performed until completion and final acceptance by the Waterloo Leisure Services. The Contractor shall avoid damage to existing trees, shrubs, turf, sidewalks, streets, curbs, pavements, structures, and utilities except those which are to be replaced or removed. Any damage caused by the Contractor's operation shall be completely repaired at no expense to the Owner. General Requirements The Contractor shall be responsible for being informed as to all existing conditions and limitations under which the work is to be performed. No extra allowance will be made because of lack of such examination or knowledge. The Contractor shall not disturb existing walks, drives, parking areas, trees, shrubs, or turf areas outside the limits of the project. If disturbed, these items shall be replaced by the Contractor at no cost to the Owner. Trees and shrubs located in or near the project area shall be protected by the Contractor from damage by workers and mowing equipment. This protection shall be formed by creating a one foot clear zone radius around all trees and shrubs. This clear zone may be created by chemical application of properly applied non -selective herbicide or by use of string trimmers. Herbicide application is permissible only after providing a copy of the applicators current State of Iowa Commercial Pesticide Applicators License and a copy of the chemical label proposed to be used to Waterloo Leisure Services Staff. If using a string trimmer care shall be taken not to damage trees with this tool. Permits and Codes The Contractor shall give all notices required by, and comply with all applicable municipal and state laws, ordinances and codes. GENERAL CONDITIONS PAGE 2 OF 3 Page 158 of 464 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 therefore, and said Contractor shall also carry insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before the work shall be started on this contract, the Contractor shall furnish the City Clerk/Finance Manager 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 at 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 by the contractor or by other persons, firms, or corporations. e. The minimum protection shall be as follows: Comprehensive General Liability Insurance Bodily Injury(including wrongful death) Aggregate, Products and Completed Operations Property Damage Comp. Auto Bodily Injury Property Damage $5,000,000.00 per person $5,000,000.00 $5,000,000.00 per accident $5,000,000.00 per person $5,000,000.00 per occurrence The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured" in the amount of $5,000,000.00 liability for bodily injury (including wrongful death) and property damage. 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/Finance Manager shall include the name and address of the agency issuing the same. It shall be required that the City Clerk/Finance Manager be notified by registered mail of the cancellation or expiration of the above insurance. Removal of Debris, Cleaning, Etc. The Contractor shall periodically, or as directed during the progress of the work, remove and legally dispose of all surplus excavated material and debris, and keep the project area reasonably clean. Upon completion of the work the Contractor shall remove all temporary construction facilities, debris and unused materials provided for the work and put the whole site of the work in a neat and clean condition. GENERAL CONDITIONS PAGE 3 OF 3 Page 159 of 464 CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION SPECIFICATIONS for 2020 RIGHT-OF-WAY MOWING SCOPE OF WORK The Contractor shall provide all labor and material necessary to mow the designated right-of-way and other turf areas in accordance with these specifications. RIGHT-OF-WAY AREAS The following are the right-of-way areas to be mowed. Included in the mowing areas are medians, shoulders, ditches, and frontage areas. The acreages listed are approximate only and shall be verified by the bidder. The Leisure Services Commission reserves the right to modify and verify actual acreages mowed throughout the season. Budget constraints and actual growing conditions may impact actual number of mowings allowed. NEW FOR 2020: University Ave. Reconstruction Phases I, II, and III will commence before the mowing season begins. This will impact mowing conditions approximately from US Hwy 63 to the Cedar Falls border. At this time it is the desire of the Leisure Services Commission to mow as much of this area as possible during construction however certain adjustments will need to be made as the reconstruction project progresses. All adjustments to mowing requirements shall be made with the approval of the Golf/Downtown Area Maintenance Manager at the Waterloo Leisure Services Commission Office. Adjustment to acreage quantities will be made as needed throughout the summer in this construction corridor. DUE TO THE ADDITION OF MANY NEW TREES AND THIN/ESTABLISI-ZING TURF- CONTRACTOR MUST USE ONLY REAR -WHEEL STEER-OUTFRONT STYLE MOWERS ON UNIVESITY AVE. EXAMPLES OF THIS EQUIPMENT ARE: • JOHN DEERE 1580 • TORO GROUNDSMASTER 3200/3300 ANY MOWER USING ZERO TURN TECHNOLOGY IS EXPRESSLY FORBIDEN TO BE USED IN THESE NEWLY LANDSCAPED AREAS. Broadway St. (22 acres) Parker St. to Airport Blvd. Dubuque Road (8.2 acres) Nevada St. to Evansdale city limits San Marnan Dr. (36.6 Acres) West 4th to Texas St. US 218 corridor (68.6 acres) US 63 interchange to San Marnan Dr. Highway 20 overpasses (7 acres) Hammond Ave., Kimball Ave., Ansborough Ave., W.4'€' St. Martin Luther King Jr. Dr. (23 acres) Franklin St. to Idaho Police Training Center (2.6 acres) Martin Luther King & Elk Run Rd Greenhill Road (28 acres) Cedar Falls city limits to US 218 interchange University Avenue (13 acres) Midway Dr. to US 63 Logan Ave/ HWY 63 (8.1 acres) Medians and public right of way Newell Street to Ralston Road. Page 1 ofHage 160 of 464 SITE CLEAN-UP Prior to each mowing the Contractor shall remove all trash and debris including paper, branches, rocks, and other portable objects. All trash and debris shall be legally disposed of, off site, at no additional expense to the Leisure Services Commission. Additionally, the contractor shall be responsible for cleaning up and repairing all damage created by snow plow & snow removal operations. This includes adding soil and seeding damaged areas as needed. To include the responsibility for legally disposing of animal carcasses by contacting the City of Waterloo Traffic Operations Department at 291-4440. SCHEDULING OF WORK Areas to be mowed shall be divided into categories for type and frequency of mowing. The listed schedules are for bid purposes only. The Leisure Services Commission may add or delete mowing of areas based on growing conditions and budget considerations. The following right-of-way areas shall be mowed on a by -weekly basis from approximately April 27 to October 9 (maximum 12 mowings). 1) Greenhill Road {28 acres) 2) San Marnan Dr. (36.6 acres) Medians, north & south frontage from West 4th to Texas St. 3) University Ave. (13 acres) 4) US 218 corridor —(68.6 acres) Mow approx. 20 foot wide path along fence line, from San Marnan Dr. going north on the east side of the on ramp to just past Baur Built Tire, and from San Marnan Dr. going north on the west side of the off ramp to Exit Sign 72. 5) Martin Luther King Jr. Dr. (23 acres from Franklin St. to Idaho St.) 6) Police Training Center {2.6 acres Martin Luther King & Elk Run Rd.) 7) Logan Ave/ HWY 63 North (8.1 acres Newell St. to Ralston Rd.) NOTE: Homeowner on the Southwest corner of the Parker/Logan intersection will complete the mowing in the right of way in front of their home. The following right-of-way areas shall be mowed on a biweekly basis from approximately April 27 to June 12, and monthly from June 12 to October 9, for a maximum of 8 mowings based on growing conditions and budget restraints. 1) Broadway St 2) Dubuque Rd. 3) Hwy 20 overpasses Page 2 of Page 161 of 464 GRASS CUTTING Grass shall be cut to an even height of four inches (4"). Grass cutting shall be accomplished in a manner so as not to result in scalping, bunching, rutting, uneven or rough cutting. All scalping, bunching, rutting or uneven cutting shall be promptly remedied by the Contractor to the satisfaction of the Leisure Services Commission with no additional cost to the Leisure Services Commission. Grass clippings shall not be blown onto road surfaces in accordance with applicable laws and City ordinances. In areas such as narrow medians clippings shall be bagged or mulched straight down. Ultimately clippings may not land on any road surfaces. TRIMMING Along with each mowing, the Contractor shall trim around trees, shrubs, poles, fences, and other objects to match the height and appearance of the surrounding vegetation. Vegetation growing over curbs and into roadways and sidewalk edges shall be trimmed. This shall include trimming around any additional plant materials that may be installed as new landscaping. Use of herbicides to reduce trimming requirements will be allowed with prior authorization from the Leisure Services Commission and applied by qualified state approved person with commercial applicator license. Copy of applicators current license must be provided to the Leisure Services Commission before any such application be completed. DAMAGE PROTECTION The Contractor shall avoid damage to existing sidewalks, streets, curbs, pavements, structures, signs, mailboxes, fences, benches, utilities, and other fixtures. Any damage caused by the Contractor shall be completely repaired at no additional cost to the Leisure Services Commission. All work shall be done in a manner so as not to result in damage to trees or shrubs. At no time shall any mowing or trimming equipment come in contact with any tree or shrub. Any tree or shrub damaged by the Contractor shall be replaced at the direction of the City Forester with no additional cost to the Leisure Services Commission. The Contractor shall avoid damage to turfgrass and underlying soil and grade. Any rutting and related turf loss and erosion damage shall be promptly remedied by the Contractor to the satisfaction of the Leisure Services Commission with no additional cost to the Leisure Services Commission. The Contractor shall take all necessary precautions to protect pedestrians and motorists from personal injury and property damage. All equipment safety guards shall remain intact and serviceable. The Contractor shall carry liability insurance as detailed in the GENERAL CONDITIONS to cover any damage claims. REQUIRED EQUIPMENT The Contractor shall have sufficient and proper equipment to perform all work in a safe and timely manner. Types of equipment required for this contract: Line trimmers Walk -behind mowers Commercial outfront rotary mowers (72" deck) (Required for University Ave.) Bagging/ mulching mowers Page 3 ofrage 162 of 464 Utility tractors with Land Pride or comparable 14' to 22' tow -behind mowers Four wheel drive slope running tractor/mower Equipment listed on the Bid Form will be reviewed by Leisure Services Commission to determine whether it is adequate for this mowing contract. Page 4 of Page 163 of 464 NON -COLLUSION AFFIDAVIT OF PRIME BIDDER State of ) 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. Signature Title Sub,craxec, d'swo-Vwta-be1l,re, vne tht day of , 2020. SCgiftature, rate, My e.gp re4( Page 164 of 464 NON -COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) County of ) that: , being first duly sworn, deposes and says I. 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 2020 RIGHT-OF-WAY MOWING CONTRACT in Waterloo, Black Hawk County, Iowa; 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; 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. Signature Title Sttb-Scrt-ea,att..orviito-Wore. vatP,thi , day of , 2020. S4-nature, r My ep Page 165 of 464 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 contractor, 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 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. EQUAL OPPORTUNITY CLAUSE PAGE 1 OF 2 Page 166 of 464 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 EQUAL OPPORTUNITY CLAUSE PAGE 2 OF 2 Page 167 of 464 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon request of the City of Waterloo, Iowa.) All questions shall be answered and the data 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 desired. 1. Name of Bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation, where 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 the contract. 12. Experience in landscape work similar in importance to the 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 I OF 2 Page 168 of 464 Dated this day of , 20 Name of Bidder By: Title: State of ) ) ss County of ) , being duly sworn deposes and says that she/he is of Name of Organization and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires , 20 STATEMENT OF BIDDER'S QUALIFICATIONS P'a661F'?69 of 464 BIDDER: CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION BID FORM for 2020 RIGHT-OF-WAY MOWING ADDRESS: COMPANY NAME PHONE: ( ) 1. The undersigned, being a Corporation existing under the laws of the State of a Partnership consisting of the following partners: having been familiarized with the existing conditions on the project area affecting the cost of the work, and with all the Contract Documents now on file in the offices of the City Clerk, City Hall, Waterloo, Iowa, and the Waterloo Leisure Services Commission, 1101 Campbell Ave., Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment, and services, including utility and transportation services required to complete the proposed RIGHT- OF-WAY MOWING, in accordance with the contract documents and for the unit price in place for the following amount: OPTION A: provide all mowing services for: • Broadway St. (22 acres) Parker St. to Airport Blvd. • Dubuque Road (8.2 acres) Nevada St. to Evansdale city limits • San Marian Dr. (36.6 acres) W.411' St, to Texas St. • US 218 corridor (68.6 acres) US 63 interchange to San Marnan Dr. • Highway 20 overpasses (7 acres) Hammond Ave., Kimball Ave., Ansborough Ave., W.4`h St. • Martin Luther King Jr. Dr. (23 acres) Franklin St. to Idaho. • Police Training Center (2.6 acres) Martin Luther King & Elk Run Rd Total 168 acres Price Per Acre: dollars ($ ) OPTION B: provide all specified mowing services for • University Ave. (13 acres) and • Greenhill Road (28 acres) Total 41 acres Price Per Acre: dollars ($ B1B FORM page 1 of 3 Page 170 of 464 OPTION C: provide all specified mowing services for Logan Ave/Hwy 63 (8.1 acres) Price Per Acre: dollars($ ) 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit price for the work done shall govern the actual payment to the Contractor. 3. In submitting this bid, the Bidder understands that the City reserves the right to reject any or all bids and to award one or more contracts for a single Option, all Options together, or any combination of Options. If written notice of acceptance of this Bid is mailed or delivered to the undersigned within thirty (30) days after Bid Opening, of at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required certificate of insurance within ten (10) days after the agreement is presented 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 NOTICE TO BIDDERS. 5. Attached is a Non -Collusion Affidavit of Prime Contractor. 6. The Bidder is prepared to submit a financial and experience statement upon request. 7. 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. 8, The Bidder has received the following Addendum or Addenda: Addendum No. Date: / / / / / / 9. The Bidder shall list the MBE/WBE subcontractors, amount of subcontracts and bid items listed on the City of Waterloo Minority and /or Women Business Pre -bid Contract Information Form submitted with this Bid Form, The apparent Iow 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 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 BID FORM page 2 of 3 Page 171 of 464 10. The Bidder shall list all equipment available for this project: 11. The Bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 12. The bidder has attached all applicable forms. 13. The owner reserves the right to select alternatives, delete line items, and/or to reduce quantities prior to the Award of Contract due to budgetary limitations. SIGNED: DATE: / / Name and Title BID FORM page 3 of 3 Page 172 of 464 CITY OF WATERLOO LEISURE SERVICES COMMISSION BID TAB 2020 RIGHT-OF-WAY MOWING The Waterloo Leisure Services Commission is seeking bids for 2020 RIGHT-OF-WAY MOWING. Bid Opening March 26, 2020. PER ACRE NAME & ADDRESS BID OPTION A BID OPTION B BID OPTION C BID SECURITY B&B Lawn Care 57.75 58.75 49.99 check Professional Lawn Care 58.75 54.50 61.75 check Wilson Custom Tree NB NB 54.58 Bid bond Speedy Lawn Care 40.00 50.00 55.00 check Page 173 of 464 CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION CONTRACT for RIGHT-OF-WAY MOWING This Contract for Right -of -Way Mowing (the "Contract") is made and entered into on April 6, 2020, by and between the City of Waterloo, Iowa (the "City"), and B&B Lawn Care Inc. (the "Contractor"). WITNESSETH: 1. The Contractor shall furnish all supervision, technical personnel, labor, materials, supplies and equipment to perform all work required for the Contract work as described in the Specifications and shown on the Plans. 2. The Contract Documents shall consist of the following: a. This Contract b. Notice of Hearing c. Instruction to Bidders d. Signed copy of Bid e. General Conditions f. Specifications g. Plans These documents form the Contract Documents and are all fully incorporated as a part of this Contract as if attached to this Contract or set forth in full herein. 3. The Contractor agrees to commence the work within ten (10) days after the City issues a "Notice to Proceed" and to complete the work within the given time frame. Time is of the essence in the performance of duties under this Contract. 4. 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 passageways for water and traffic, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness. 5. Except as to any negligence of City, its officials, officers, employees or agents, in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in performing the work contemplated by this Contract. 6. Contractor shall be responsible for all damage to public or private property. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. Mowing Contract - Page 1 of 4 Page 174 of 464 7. The Contractor shall have no cause of action against the City on account of delays and prosecution of work, but if the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. 8. The City, at its sole discretion and without waiving any claims or rights, may allow for partial payment for the work included on an invoice for which all services have not been delivered or accepted. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third -party claims filed or reasonable evidence that a claim will be filed, or other reasonable cause. 9. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor, then City may declare that Contractor is in default hereunder and may terminate this Contract by delivery to Contractor of written notice of termination, and/or take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder. Contractor shall be entitled to only one such notice, and in connection with any subsequent breach then City may terminate this Contract upon seven (7) days' advance written notice. In the event of termination, the Contractor shall be compensated for all services performed through termination date. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 10. In addition to paragraph 7 above, this Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time by delivering to Contractor twenty-one (21) days' advance written notice of termination. 11. Contractor may not assign, delegate or subcontract any of its duties hereunder without the prior written consent of City. 12. Any notice under this Contract shall be in writing and shall be delivered in person or by United States registered or certified mail, postage prepaid and addressed: City Contractor City of Waterloo, Iowa 715 Mulberry St. Waterloo, Iowa 50703 Attn: City Clerk B&B Lawn Care Inc. PO Box 604 Waterloo, Iowa 50704 Attn: Robert Adams Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, or (ii) three (3) business days following the date of deposit if mailed as stated above. 13. Nothing in this Contract shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the parties nor, except as expressly set forth herein, to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. Contractor is an independent contractor. Mowing Contract - Page 2 of 4 Page 175 of 464 14. This Contract shall be binding upon and inure to the benefit of the parties and the respective successors and assigns of each. 15. In the event any provision of this Contract is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 16. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except by the mutual written agreement of the parties. 17. 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 the work, the City agrees to pay the Contractor as set forth on Exhibit "A" attached hereto. IN WITNESS WHEREOF, the parties have executed this Contract for Right -of -Way Mowing by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR City Clerk Exhibit A- Rates B&B Lawn Care Inc. By: Title: Mowing Contract - Page 3 of 4 Page 176 of 464 Option A: Price per acre: Fifty Seven & 75/100 dollars ($57.75) Option C: Price per acre: Forty Nine & 99/100 dollars ($49.99) Mowing Contract - Page 4 of 4 Page 177 of 464 CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION CONTRACT for RIGHT-OF-WAY MOWING This Contract for Right -of -Way Mowing (the "Contract") is made and entered into on April 6, 2020, by and between the City of Waterloo, Iowa (the "City"), and Professional Lawn Care LLC (the "Contractor"). WITNESSETH: 1. The Contractor shall furnish all supervision, technical personnel, labor, materials, supplies and equipment to perform all work required for the Contract work as described in the Specifications and shown on the Plans. 2. The Contract Documents shall consist of the following: a. This Contract b. Notice of Hearing c. Instruction to Bidders d. Signed copy of Bid e. General Conditions f. Specifications g. Plans These documents form the Contract Documents and are all fully incorporated as a part of this Contract as if attached to this Contract or set forth in full herein. 3. The Contractor agrees to commence the work within ten (10) days after the City issues a "Notice to Proceed" and to complete the work within the given time frame. Time is of the essence in the performance of duties under this Contract. 4. 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 passageways for water and traffic, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness. 5. Except as to any negligence of City, its officials, officers, employees or agents, in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in performing the work contemplated by this Contract. 6. Contractor shall be responsible for all damage to public or private property. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, Mowing Contract - Page 1 of 4 Page 178 of 464 City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 7. The Contractor shall have no cause of action against the City on account of delays and prosecution of work, but if the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. 8. The City, at its sole discretion and without waiving any claims or rights, may allow for partial payment for the work included on an invoice for which all services have not been delivered or accepted. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third -party claims filed or reasonable evidence that a claim will be filed, or other reasonable cause. 9. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor, then City may declare that Contractor is in default hereunder and may terminate this Contract by delivery to Contractor of written notice of termination, and/or take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder. Contractor shall be entitled to only one such notice, and in connection with any subsequent breach then City may terminate this Contract upon seven (7) days' advance written notice. In the event of termination, the Contractor shall be compensated for all services performed through termination date. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 10. In addition to paragraph 7 above, this Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time by delivering to Contractor twenty-one (21) days' advance written notice of termination. 11. Contractor may not assign, delegate or subcontract any of its duties hereunder without the prior written consent of City. 12. Any notice under this Contract shall be in writing and shall be delivered in person or by United States registered or certified mail, postage prepaid and addressed: City Contractor City of Waterloo, Iowa 715 Mulberry St. Waterloo, Iowa 50703 Attn: City Clerk Professional Lawn Care LLC PO Box 1942 Waterloo, Iowa 50704 Attn: Dennis Lickteig Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, or (ii) three (3) business days following the date of deposit if mailed as stated above. 13. Nothing in this Contract shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the parties nor, except Mowing Contract - Page 2 of 4 Page 179 of 464 as expressly set forth herein, to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. Contractor is an independent contractor. 14. This Contract shall be binding upon and inure to the benefit of the parties and the respective successors and assigns of each. 15. In the event any provision of this Contract is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 16. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except by the mutual written agreement of the parties. 17. 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 the work, the City agrees to pay the Contractor as set forth on Exhibit "A" attached hereto. IN WITNESS WHEREOF, the parties have executed this Contract for Right -of -Way Mowing by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA Mayor City Clerk CONTRACTOR Professional Lawn Care LLC. By: Title: Mowing Contract - Page 3 of 4 Page 180 of 464 Exhibit A- Rates Option B: Price per acre: Fifty Four & 50/100 dollars ($54.50) Mowing Contract - Page 4 of 4 Page 181 of 464 CITY OF WATERLOO Council Communication FY 2020 Sanitary Sewer Gatewell Repairs, Contract No. 951. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 3/30/2020 - 11:12 AM Clerk Office Even, LeAnn Approved 3/31/2020 - 9:54 AM ATTACHMENTS: Description Type ❑ Engineer's Bid Tabulation Backup Material ❑ Bid Tabulation Backup Material SUBJECT: Submitted by: Expenditure Required: Source of Funds: Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Wayne Castle, PLS, PE, Associate Engineer Base bid: $4,304,290.00 Alternates 1-4: $333,600 Base Bid plus alternates 1-4: $4,637,890.00 Page 182 of 464 FY 2020 Sanitary Sewer Gatewell Repairs Construction Bid Submitted on 02 April 2020 Item No. Description Unit Est. Qty. Engineer's Estimate Unit Engineer's Estimate Total WRH Unit Price WRH Total 1 Mobilization and General Items LS 1 $ 319,000 $ 319,000 $ 450,000 $ 450,000 2 Gatewell 3C-1 LS 1 $ 60,000 $ 60,000 $ 100,000 $ 100,000 3 Replacement of Gatewell 3C-2 LS 1 $ 241,000 $ 241,000 $ 585,000 $ 585,000 4 Lining Gatewell 3C-2 LS 1 $ 100,000 $ 100,000 $ 50,000 $ 50,000 5 Gatewell 3C-3 LS 1 $ 127,000 $ 127,000 $ 220,000 $ 220,000 6 Gatewell 3C-4 LS 1 $ 123,000 $ 123,000 $ 170,000 $ 170,000 7 Gatewell 3C-5 LS 1 $ 107,000 $ 107,000 $ 140,000 $ 140,000 8 Replacement of Gatewell 5D-1 LS 1 $ 241,000 $ 241,000 $ 570,000 $ 570,000 9 Lining Gatewell 5D-1 LS 1 $ 100,000 $ 100,000 $ 50,000 $ 50,000 10 Gatewell 5D-2 LS 1 $ 52,000 $ 52,000 $ 80,000 $ 80,000 11 Gatewell 5D-3 LS 1 $ 65,200 $ 65,200 $ 80,000 $ 80,000 12 Gatewell 5F-1 LS 1 $ 128,000 $ 128,000 $ 140,000 $ 140,000 13 Gatewell 5F-2 LS 1 $ 103,000 $ 103,000 $ 250,000 $ 250,000 14 Gatewell 5F-3 LS 1 $ 91,000 $ 91,000 $ 140,000 $ 140,000 15 Gatewell 5F-4 LS 1 $ 62,200 $ 62,200 $ 80,000 $ 80,000 16 Gatewell 5F-5 LS 1 $ 134,000 $ 134,000 $ 200,000 $ 200,000 17 Investigating Valvewell 5F-6 LS 1 $ 2,000 $ 2,000 $ 5,000 $ 5,000 18 Gatewell 5F-7 LS 1 $ 101,000 $ 101,000 $ 240,000 $ 240,000 19 Replacement of Valvewell 3D-1 LS 1 $ 56,000 $ 56,000 $ 60,000 $ 60,000 20 Gatewell 3D-2 LS 1 $ 132,000 $ 132,000 $ 220,000 $ 220,000 21 Gatewell 3D-3 LS 1 $ 125,000 $ 125,000 $ 200,000 $ 200,000 22 Gatewell 3D-4 LS 1 $ 129,000 $ 129,000 $ 200,000 $ 200,000 23 Gatewell 3D-5 LS 1 $ 93,000 $ 93,000 $ 140,000 $ 140,000 24 New 5' x 5' Gatewell No. 3E-0 EA 1 $ 150,000 $ 150,000 $ 200,000 $ 200,000 25 48" Manhole EA 8 $ 18,000 $ 144,000 $ 12,000 $ 96,000 26 60" Manhole EA 1 $ 20,000 $ 20,000 $ 30,000 $ 30,000 27 96"Manhole EA 1 $ 145,000 $ 145,000 $ 40,000 $ 40,000 28 12" DIP LF 1144 $ 285 $ 326,040 $ 440 $ 503,360 29 8" DIP LF 215 $ 270 $ 58,050 $ 200 $ 43,000 30 Abandonment of Valvewells 3E-1, 3E-2, 3E-4 & 3E-5 LS 1 $ 4,000 $ 4,000 $ 20,000 $ 20,000 31 Gatewell 3E-3 LS 1 $ 129,000 $ 129,000 $ 240,000 $ 240,000 32 Gatewell 3E-7 LS 1 $ 64,000 $ 64,000 $ 110,000 $ 110,000 33 Investigating Gatewell 1-1 (Base Bid) LS 1 $ 5,000 $ 5,000 $ 20,000 $ 20,000 34 Gatewell 1-2 LS 1 $ 68,000 $ 68,000 $ 140,000 $ 140,000 35 Investigating Gatewell 3A-1 (Base Bid) LS 1 $ 5,000 $ 5,000 $ 25,000 $ 25,000 36 Gatewell 3A-2 LS 1 $ 68,000 $ 68,000 $ 60,000 $ 60,000 37 Investigating Gatewell 5A-1 (Base Bid) LS 1 $ 5,000 $ 5,000 $ 20,000 $ 20,000 38 Gatewell 5A-2 LS 1 $ 49,600 $ 49,600 $ 50,000 $ 50,000 CITY OF WATERLOO, IA AECOM #60549334 CONTRACT NO. 951 Page 1 of 2 WaterlooSSGatewell-cV012b0$t04ex FY 2020 Sanitary Sewer Gatewell Repairs Construction Bid Submitted on 02 April 2020 Item No. Description Unit Est. Qty. Engineer's Estimate Unit Engineer's Estimate Total WRH Unit Price WRH Total 39 Gatewell 5A-3 LS 1 $ 50,600 $ 50,600 $ 50,000 I $ 50,000 40 Gatewell 5A-4 LS 1 $ 80,600 $ 80,600 $ 80,000 $ 80,000 41 Replacement of Gatewell 5C-1 LS 1 $ 241,000 $ 241,000 $ 200,000 $ 200,000 TOTAL BASE BID $ 4,304,290 $ 6,297,360 BID ALTERNATE 1 42 Gatewell 1-1 (Bid Alternate) LS 1 $ 91,000 $ 91,000 $ 132,000 $ 132,000 TOTAL BID ALTERNATE 1 $ 91,000 $ 132,000 BID ALTERNATE 2 43 I Gatewell 3A-1 (Bid Alternate) LS I 1 $ 91,000 $ 91,000 $ 132,000 $ 132,000 TOTAL BID ALTERNATE 2 $ 91,000 $ 132,000 BID ALTERNATE 3 44 Gatewell 5A-1 (Bid Alternate) LS 1 $ 80,600 $ 80,600 $ 107,000 $ 107,000 TOTAL BID ALTERNATE 3 $ 80,600 $ 107,000 BID ALTERNATE 4 45 IValve Well 5F-6 (Bid Alternate) I LS I 1 I $ 71,000 $ 71,000 $ 17,000 $ 17,000 TOTAL BID ALTERNATE 4 $ 71,000 $ 17,000 Please Note: WRH Inc.'s submitted bid indicates a project total of $6,292,360.00. However, the checked total shows a total of $6, 297, 360; a difference of $5000. CITY OF WATERLOO, IA AECOM #60549334 CONTRACT NO. 951 Page 2 of 2 WaterlooSSGatewell-cV012640$t04ex FY 2020 Sanitary Sewer Gatewell Repairs, Contract No. 951 Bid Tab: April 2, 2020 BASE BID ESTIMATE = $4,304,290.00 ALTERNATES 1-4 TOTAL ESTIMATE = $333,600.00 BASE BID + ALTERNATES TOTAL ESTIMATE = $4,637,890.00 Bidder Bid Security Total Bid Amount WRH, Inc. Amana, Iowa 5% Base Bid $6,292,360 Alt. 1 $132,000 Alt. 2 $132,000 Alt. 3 $107,000 Alt. 4 $17,000 Page 185 of 464 CITY OF WATERLOO Council Communication FY 2020 Sidewalk and Trail Repair Program - Zone 10, Contract No. 1009. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Rejected 3/30/2020 - 11:36 AM Engineering Knutson, Jamie Approved 3/30/2020 - 11:37 AM Engineering Knutson, Jamie Approved 3/30/2020 - 5:31 PM Clerk Office Even, LeAnn Approved 3/31/2020 - 9:55 AM ATTACHMENTS: Description Type ❑ Engineer's Estimate Backup Material ❑ Bid Tabulation Backup Material SUBJECT: Submitted by: Expenditure Required: Source of Funds: Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive, file and instruct City Clerk to read bids and refer to City Engineer for review. Submitted By: Matt Schindel, Associate Engineer GO Bonds Page 186 of 464 ESTIMATED PROJECT QUANTITIES DIVISION 1- SIDEWALK MILL ITEM NO. SUDAS ITEM NUMBER BID ITEM EST. QTY. UNIT . 1 7030-108-A-0 REMOVE SIDEWALK 115.9 SF 2 7030-108-E-0 SIDEWALK, PCC, 4" 4124.6 SF 3 7030-108-E-0 SIDEWALK, PCC, 5" 202.5 SF 4 7030-108-E-0 SIDEWALK, PCC, 6" 451.2 SF 5 7030-108-G-0 DETECTABLE WARNING SURFACE 32.0 SF 6 SAW CUT, 1/4" CURB OPENING 13.0 LF 7 7040-108-H-0 REMOVE PAVEMENT 150.0 SF 8 7020-108-B-0 PAVEMENT, HMA, 7.5" 66.8 SF 9 CLASS A ROADSTONE 15.0 TN 10 2010-108-E-0 EXCAVATION, CLASS 10 3675.0 SF 11 HYDROSEEDING 3675.0 SF 12 RECP, TYPE 1A, MATTING 700.0 SF 13 8030-108-A-0 TRAFFIC CONTROL 1.0 LS ESTIMATED PROJECT QUANTITIES DIVISION 2-ADA RAMP REPAIRS ITEM NO. SUDAS ITEM NUMBER BID ITEM EST. QTY. UNIT 1 7030-108-A-0 REMOVE SIDEWALK 9410.7 SF 2 7030-108-E-0 SIDEWALK, PCC, 4" 5103.1 SF 3 7030-108-F-0 SIDEWALK, PCC, 6" 3844.9 SF 4 SIDEWALK, PCC, 4" CLASS A 258.8 SF 5 SIDEWALK CURB 36.2 LF 6 7030-108-G-0 DETECTABLE WARNING SURFACE 594.0 SF 7 SAW CUT, 1/4" CURB OPENING 104.6 LF 8 7040-108-1-0 REMOVE CURB & GUTTER 568.1 LF 9 7010-108-E-0 CURB & GUTTER, 24", 6" 295.7 LF 10 7010-108-E-0 CURB & GUTTER, 24", 9" 39.1 IF 11 7010-108-E-0 CURB & GUTTER, 24", 10.5" 23.5 LF 12 7010-108-E-0 CURB & GUTTER, 24", 12" 60.4 IF 13 7010-108-E-0 CURB & GUTTER, 24",13.5" 149.4 1-F 14 2010-108-E-0 EXCAVATION, CLASS 10 5376.8 SF 15 HYDROSEEDING 5376.8 SF 16 WATER VALVE ADJUST 1.0 EA 17 EROSION & SEDIMENT CONTROL 1.0 LS 18 8030-108-A-0 TRAFFIC CONTROL 1.0 LS ESTIMATED PROJECT QUANTITIES DIVISION 3 - ALLEY, SIDEWALK, AND TRAIL REPAIRS ITEM NO, SUDAS ITEM NUMBER BID ITEM EST. QTY. UNIT 1 7030-108-A-0 REMOVE SIDEWALK 9337.1 SF 2 7030-108-E-0 SIDEWALK, PCC, 4" 2537.2 SF 3 7030-108-E-0 SIDEWALK, PCC, 5" 89.4 SE 4 7030-108-E-0 SIDEWALK, PCC, fin 5207.5 SF 5 SIDEWALK, PCC, 4" CLASS A 1180.9 SF 6 SIDEWALK, PCC, 6" CLASS A 272.9 SF 7 7040-108-I-0 DETECTABLE WARNING SURFACE 16.0 IF 8 7010-108-E-0 REMOVE CURB & GUTTER 15.0 LF 9 7010-108-E-1 CURB & GUTTER, 24", 6" 15.0 SF 10 7030-108-G-0 PAVEMENT, HMA, 6" 49.2 SF 11 EROSION & SEDIMENT CONTROL 1.0 LS 12 TRAFFIC CONTROL 1.0 LS ENGINEER'S ESTIMATE BROCK EVEN CONSTRUCTION, LLC B & B BUILDERS & SUPPLY ESTIMATED UNIT COST ESTIMATED TOTAL COST UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE $ 3.54 $ 410.29 $ 3.30 $ 382.47 $ 4.80 $ 556.32 $ 7.35 $ 30,315.81 $ 6.70 $ 27,634.82 $ 6.10 $ 25,160.06 $ 8.16 $ 1,652.40 $ 6.90 $ 1,397.25 $ 7.10 $ 1,437.75 $ 8.98 $ 4,051.78 $ 7.10 $ 3,203.52 $ 8.10 $ 3,654.72 $ 45.00 $ 1,440.00 $ 50.00 $ 1,600.00 $ 52.00 $ 1,664.00 $ 15.00 $ 195.00 $ 7.00 $ 91.00 $ 80.00 $ 1,040.00 $ 4.44 $ 666.67 $ 4.00 $ 600,00 $ 9.00 $ 1,350.00 $ 22.22 $ 1,484.44 $ 8.00 $ 534.40 $ 15.00 $ 1,002.00 $ 85.00 $ 1,275.00 $ 42.00 $ 630.00 $ 28.00 $ 420.00 $ 2.25 $ 8,268.75 $ 7.40 $ 27,195.00 $ 4.00 $ 14,700.00 $ 1.70 $ 6,247.50 $ 0.80 $ 2,940.00 $ 1.00 $ 3,675.00 $ 3.00 $ 2,100.00 $ 0.60 $ 420.00 $ 1.00 $ 700.00 $ 3,000.00 $ 3,006.00 $ 2,000.00 $ 2,000.00 $ 1,600.00 $ 1,600.00 TOTAL $ 61,107.63 TOTAL $ 68,628.46 TOTAL $ 56,959.85 ENGINEER'S ESTIMATE BROCK EVEN CONSTRUCTION, LLC B & B BUILDERS & SUPPLY ESTIMATED UNIT COST ESTIMATED TOTAL COST UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE $ 3.54 $ 33,313.88 $ 3.30 $ 31,055.31 $ 4.00 $ 37,642.80 $ 7.35 $ 37,507.79 $ 6.70 $ 34,190.77 $ 6.75 $ 34,445.93 $ 8.98 $ 34,527.20 $ 7.10 $ 27,298.79 $ 8.00 $ 30,759.20 $ 12.86 $ 3,328.17 $ 6.80 $ 1,759.84 $ 20.00 $ 5,176.00 $ 12.50 $ 452.50 $ 45.00 $ 1,629.00 $ 30.00 $ 1,086.00 $ 45.00 $ 26,730.00 $ 50.00 $ 29,700.00 $ 55.00 $ 32,670.00 $ 15.00 $ 1,569.00 $ 6.00 $ 627.60 $ 65.00 $ 6,799.00 $ 15.75 $ 8,947.58 $ 4.00 $ 2,272.40 $ 12.00 $ 6,817.20 $ 34.00 $ 10,053.80 $ 45.00 $ 13,306.50 $ 20.00 $ 5,914.00 $ 51,00 $ 1,994.10 $ 49.00 $ 1,915.90 $ 30.00 $ 1,173.00 $ 59.50 $ 1,398.25 $ 51.00 $ 1,198.50 $ 32.00 $ 752.00 $ 68.00 $ 4,107.20 $ 55.00 $ 3,322.00 $ 33.50 $ 2,023.40 $ 76.50 $ 11,429.10 $ 58.00 $ 8,665.20 $ 35.00 $ 5,229.00 $ 2.25 $ 12,097.80 $ 7.40 $ 39,788.32 $ 5.00 $ 26,884.00 $ 1.70 $ 9,140.56 $ 0.80 $ 4,301.44 $ 2.50 $ 13,442.00 $ 200.00 $ 200.00 $ 200.00 $ 200.00 $ 200.00 $ 200.00 $ 4,500.00 $ 4,500.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 7,500.00 $ 7,500.00 $ 2,000.00 $ 2,000.00 $ 2,500.00 2,500.00 TOTAL $ 208,796.92 TOTAL $ 204,231.57 TOTAL $214,513.53 ENGINEER'S ESTIMATE BROCK EVEN CONSTRUCTION, LLC B & B BUILDERS & SUPPLY ESTIMATED UNIT COST ESTIMATED TOTAL COST UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE ' $ 3.54 $ 33,053.33 $ 3.30 $ 30,812.43 $ 4.00 $ 37,348.40 $ 7.35 $ 18,648.42 $ 6.70 $ 16,999.24 $ 6.75 $ 17,126.10 $ 8.16 $ 729.50 $ 6.90 $ 616.86 $ 7.50 $ 670.50 $ 8.98 $ 46,763.35 $ 7.10 $ 36,973.25 $ 8.00 $ 41,660.00 $ 12.86 $ 15,186.37 $ 6.80 $ 8,030.12 $ 20.00 $ 23,618.00 $ 13.86 $ 3,782.39 $ 7.20 $ 1,964.88 $ 24.00 $ 6,549.60 $ 45.00 $ 720.00 $ 50.00 $ 800.00 $ 55.00 $ 880.00 $ 15.75 $ 236.25 $ 6.00 $ 90.00 $ 12.00 $ 180.00 $ 34.00 $ 510.00 $ 45.00 $ 675.00 $ 20.00 $ 300.00 $ 20.22 $ 994.82 $ 7.00 $ 344.40 $ 10.50 $ 516.60 $ 3,000.00 $ 3,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 2,000.00 $ 2,000.00 $ 2,000.00 $ 2,000.00 TOTAL $ 124,624.45 TOTAL $ 100,306.18 TOTAL $131,849.20 Suemor b:3'13,1 6Y/ gat. oto .97 CONTRACT 1009 ENG EST BROCK EVEN CONSTRUCTION, LLC B & B BUILDERS & SUPPLY DIVISION 1 $ 61,107.63 $ 68,628.46 $ 56,959.85 DIVISION 2 $ 208,796.92 $ 204,231.57 $ 214,513.53 DIVISION 3 $ 124,624.45 $ 100,306.18 $ 131,849.20 TOTAL CONTRACT COST $ 394,529.00 $ 373,166.21 $ 403,322.58 Page 187 of 464 FY 2020 Sidewalk and Trail Repair Program - Zone 10, Contract No. 1009 Bid Tab: April 2, 2020 DIVISION 1 TOTAL BASE BID ESTIMATE = $61,107.63 DIVISION 2 TOTAL BASE BID ESTIMATE = $208,796.92 DIVISION 3 TOTAL BASE BID ESTIMATE = $124,624.45 TOTAL CONTRACT COST ESTIMATE = $394,529.00 Bidder Bid Security Total Bid Amount Div. 1 - $56,959.85 B & B Builders & Supply ° Div. 2 - $214,513.53 Waterloo, Iowa 5 �0 Div. 3 - $131,849.20 Total - $403,322.58 5% Div. 1 - $68,628.46 Brock Even Construction LLC Div. 2 - $204,231.57 Div. 3 - $100,306.18 Total - $373,166.21 Page 188 of 464 CITY OF WATERLOO Council Communication FY 2020 Courtland, Jefferson and Mulberry Streets Reconstruction Program, Contract No. 1015. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Rejected 3/30/2020 - 5:31 PM Engineering Ross, Tracia Approved 3/30/2020 - 5:44 PM Engineering Knutson, Jamie Approved 3/30/2020 - 5:52 PM Clerk Office Even, LeAnn Approved 3/31/2020 - 9:01 AM ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material SUBJECT: Motion to receive and file proof of publication of notice of public hearing. HOLDING HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving plans, specifications, forms of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids. Resolution approving award of bid to Lodge Construction, Inc., of Clarksville, Iowa, in the amount of $2,399,218.02, in conjunction with the FY 2020 Courtland, Jefferson and Mulberry Streets Reconstruction Program (Division I, II, & III), Contract No. 1015, approving the contract, bonds and certificate of insurance, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Dennis Gentz, PE, Assistant City Engineer Page 189 of 464 FY2020 COURTLAND, JEFFERSON, AND MULBERRY STREETS RECONSTRUCTION PROGRAM CONT. NO. 1015 Bid Tab: March 26, 2020 Bid Estimate $2,523,773.65 Bidder Bid Security Total Bid Amount Vieth Construction Corporation Cedar Falls, IA ° 5 /o $2,463,877.25 Lodge Construction, Inc., Clarksville, IA 5% $2,399,218.02 K Cunningham Const Co Inc. Cedar 5% $2,413,670.50 Falls, IA Page 190 of 464 CITY OF WATERLOO Council Communication Sale and conveyance of City owned property located east of 1994 Newell Street, to 4FI Waterloo, LLC, and Material Control Systems, Inc. (ConTrol), and approving a Development and Minimum Assessment Agreement. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Planning & Zoning Schroeder, Aric Approved 3/31/2020 - 6:17 PM Clerk Office Even, LeAnn Approved 4/1/2020 - 9:32 AM ATTACHMENTS: Description Type ❑ ConTrol DA 3.18.2020 Backup Material SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution authorizing the sale and conveyance of City owned property located east of 1994 Newell Street, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development and Minimum Assessment Agreement, between 4FI Waterloo, LLC, the Material Control Systems, Inc., d/b/a Con-Trol Container Systems with grant funds of $1,515,000 and tax rebates at 50 percent for eight (8) years, for the construction of a new 176,980- square-foot commercial building, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director approval The City of Waterloo is working with ConTrol for a large industrial development project in the Northeast Industrial Park area. This project would give land for $1.00, tax rebates over an 8 year period, and a grant of approximately $1.515 million to accommodate poor soil conditions in the area. The project would raise the assessed value of the area from $102,270 to $11.5 million. $1,515,000 grant and tax rebates Northeast TIF and bond funds Page 191 of 464 Policy Issue: Economic Development Alternative: Not approve Background Information: The City of Waterloo acquired the site for this project from the Waterloo Industrial Development Association (WIDA) in 2004. In the early 90's WIDA worked to acquire many parcels of land for industrial development, in partnership with the City of Waterloo. The City has recently extended water and sewer and graded this site for industrial development in 2016-2017. That activity of making the site more "shovel ready" helped attract ConTrol for another expansion project in the Waterloo community. ConTrol has been in the Waterloo since the early 2000's, and built a 70,000 sq. ft. facility in 2006, and a 17,600 sq. ft. facility in 2011. This current project will bring a Phase I project of over 176,980 sq. ft., and eventual phases bringing over 200,000 sq. ft. The Development Agreement outlines the City's help through free land, tax rebates at 50% for 8 years, plus an additional 2 years at 35% if infrastructure needs to be relocated for the project. There is also a grant of $1.5 million for the project assistance, due to poor soil conditions of the site causing extra cost for the development of the site. Legal Descriptions: Northeast Industrial Park Plat No. 4 Lots 1, 2 & 3 Page 192 of 464 Preparer Information: Christopher S. Wendland, PO Box 596, Waterloo, Iowa 50704 Name Address City DEVELOPMENT AGREEMENT (319) 234.5701 Phone This Development Agreement (the "Agreement") is entered into as of , 2020, by and between 4FI Waterloo, LLC (the "Developer"), Material Control Systems, Inc., d/b/a Con-Trol Container Systems (the "Company") and the City of Waterloo, Iowa (the "City"). RECITALS A. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal, and the City further believes that the project is in the vital and best interests of the City and that the project and such incentives are in accordance with the public purposes and provisions of applicable State and local laws and requirements under which the project has been undertaken and is being assisted. B. Developer is willing and able to finance and undertake construction and/or rehabilitation of buildings and related improvements on property located in the Northeast Industrial Area Urban Renewal and Redevelopment Plan area and legally described on Exhibit "A" attached hereto (the "Property"). AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Property to Developer for the sum of $1.00 (the "Purchase Price") within thirty (30) days after approval of this Agreement by City, which conveyance shall occur no later than May 29, 2020 (the "Closing"). Conveyance shall be by special warranty deed, free and clear of all encumbrances arising by or through City except: (a) easements, conditions and restrictions of record as set forth in an amended Deed of Dedication as provided in Page 193 of 464 DEVELOPMENT AGREEMENT Page 2 Section 2 (b) future real estate real property taxes and assessments arising after the date of Closing; (c) general utility and right-of-way easements serving the Property and of record; and (d) restrictions imposed by the City zoning ordinances and other applicable law. Notwithstanding the foregoing, City shall have no duty to convey title to Developer until Developer delivers to City reasonable and satisfactory proof of Developer's financial ability to undertake and carry on the Project (defined below), which may take the form of a lending commitment letter. Developer shall, at its own expense, prepare an updated abstract of title, or in lieu thereof Developer may, at its own expense, obtain whatever form of title evidence it desires. If title is unmarketable or subject to matters not acceptable to Developer, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Developer (such time period not to exceed thirty (30) days), Developer may terminate this Agreement, and shall have no obligation to accept title to the Property or otherwise perform under this Agreement. City shall promptly provide any title documents it has in its possession, including any abstracts, to assist in title preparation. 2. Improvements by Developer. Developer shall construct a building consisting of approximately 176,980 square feet, and related landscaping, sidewalks, signage and parking improvements (collectively, the "Improvements"). The Improvements shall be constructed in accordance with all applicable City, state and federal building codes, storm water regulations, and the Deed of Dedication for the Northeast Industrial Park Plat. It is contemplated that the value added by the Improvements will, upon completion, result in an assessed value of no less than $11,500,000.00. The Property, the Improvements, and all site preparation and development -related work to make the Property usable for Developer's or Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". Developer will be responsible to pay all applicable Project permitting fees, including but not limited to building permit fees, inspection fees (e.g., foundation, building, plumbing, heating, electrical, and plan reviews) and site plan amendment fees. City will waive the connection charges for water and sewer service. 2.1. City Activities to Aid Development. A. City agrees to amend the Deed of Dedication for the Northeast Industrial Park Plat as set forth on Exhibit "C" attached hereto, to modify the requirements for outside storage yards and related screening. In addition, if City requires any offsite infrastructure improvements, such as turn lanes, in connection with the Project, City will undertake such improvements at its sole expense and will not levy a special assessment against the Property to recover such expenses. B. Subject to the terms of this paragraph, the City of Waterloo will provide a grant of $1,515,000.00 to assist in building an improved "pad -ready" building site, suitable for new construction and permanent structures. City will pay the grant to the fee owner of the Property, whether it be Developer or Company, as appropriate. The grantee agrees to use the grant funds to defray Page 194 of 464 DEVELOPMENT AGREEMENT Page 3 Project costs related to correction of poor soil conditions that have been identified, including related expenses for associated general conditions, design costs, construction fees, and development fees. Payment will be made in two equal installments, with the first installment to be paid upon the last to occur of (1) verified completion of all foundation work or (2) September 1, 2020, and the second installment to be paid upon the last to occur of (x) March 31, 2021, or (y) thirty (30) days after issuance of a certificate of occupancy for the Improvements. By mutual written agreement of City's Community Planning and Development Director, Chief Financial Officer and Company, City may pay up to an additional $30,000 in grant funds, but any additional grant amount above $30,000.00 will require approval by the Waterloo City Council. C. The City shall provide, at its sole expense, a topographical survey of the Property and a preliminary plat and final plat (in substantial accordance with the site plan), subdividing the Property from adjacent property to be retained by the City. In connection with platting, the City may declare certain covenants and restrictions that are consistent with those applicable to adjacent subdivisions previously platted by the City. 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Developer's commitment to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to convey the Property to Developer and that without said commitment, the City would not do so. Developer must begin construction of the Improvements before July 1, 2020, and must substantially complete said Improvements by August 31, 2021. If Developer has not, in good faith, begun the construction of the Improvements on the schedule stated above, then title to the Property shall revert to the City, except as provided in this Agreement; 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, and if an extension is granted but construction of the Improvements has not begun within such extended period, then the title to the Property shall revert to the City after the end of said extended period. Any further time extensions will require consent of the City Council. If development has commenced within the required period, as the same may be extended, and is subsequently stopped or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Developer, the requirement that construction be completed by the Project Completion Date shall be tolled for a period of time equal to the period of such stoppage or delay. If, after commencement of construction, construction is not completed by the Project Completion Date, as the same may be extended, then Developer shall buy out City's right of reverter of title by paying to City an amount equal to the fair market value of the Property in an unimproved condition as determined by mutually agreeable appraisal or the average of each party's appraised value. Said buy- out price shall be paid within thirty (30) days after determination of the fair market value. Page 195 of 464 DEVELOPMENT AGREEMENT Page 4 4. Reverter of Title; Indemnity. In the event of any reverter of title, Developer agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Property that is free and clear of any lien, claim, or encumbrance arising by or through Developer. Developer shall pay in full, so as to discharge or satisfy, all liens, claims, charges, and encumbrances against the Property. Developer further agrees that it shall indemnify City and hold it harmless with respect to any lien, claim, charge, or encumbrance on or against the Property or any type or nature whatsoever that attaches to the Property by virtue of Developer's ownership of same. Notwithstanding the foregoing, Developer shall have no liability or responsibility to release any easements for utilities on the Property or other easements in furtherance of the development thereof. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Developer shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees. Developer's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason for a period of one year. 5. Property Tax Rebates. Provided that Developer has completed the Improvements as set forth herein and has executed the Minimum Assessment Agreement as set forth in Section 10, and subject to annual appropriation by the city council, the City agrees to rebate property taxes (with the exceptions noted below) as follows: 50% rebate for each of Years One through Eight, inclusive, for any taxable value over the January 1, 2018 value of $102,270.00. Rebates are payable in respect of a given year only to the extent that Developer has actually paid general property taxes due and owing for such year and the city council has made an appropriation for the payment of rebates. To receive rebates for a given year, Developer must, within twelve (12) months after the tax payment due date, submit a completed rebate request to City on the form provided by or otherwise reasonably satisfactory to City, otherwise Developer will forfeit its right to a rebate for that year in the City's discretion. The taxable value of the Property as a result of the Improvements must be increased by a minimum of 10% and must increase the annual tax by a minimum of $500. This rebate program is not applicable to any special assessment levy, debt service levy, or any other levy that is exempted from treatment as tax increment financing under the provisions of applicable law. The first year in which a rebate may be given ("Year One") shall be the first full year for which the assessment is based upon the completed value of the Improvements and not a prior year for which the assessment is based solely upon the value of the land or upon the value of the land and a partial value of the Improvements, due to partial completion of the Improvements or a partial tax year. Page 196 of 464 DEVELOPMENT AGREEMENT Page 5 The City shall extend the rebate for two additional years by up to 35% to cover the cost of qualifying additional infrastructure, which includes the cost of capping and replacing existing water line stubs, the cost of placing requested water pits and meters at the water main tap, and the cost of re -spreading stockpiled soil, in a total amount not to exceed $240,000.00. If the rebate is extended, the parties will execute an amendment of the Minimum Assessment Agreement (see Section 10) to reflect the terms of such extension. 6. No Encumbrances; Limited Exception. Until completion of the Improvements, Developer agrees that it shall not create, incur, or suffer to exist any lien, encumbrance, mortgage, security interest, or charge on the Property, other than such mortgage to finance Developer's completion of the Improvements and of which Developer notifies City in advance of Developer's execution of any such mortgage. Developer may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. 7. Utilities. Developer will be responsible for extending telephone, telecommunications, electric, gas and other utility services to any location on the Property and for payment of any associated connection fees after the City has caused all utilities to be stubbed to the Property. 8. Easements Reserved. In connection with conveyance of the Property or the Option Property, City shall reserve permanent utility easements and a grading easement as marked on Exhibit "C" attached hereto. 9. Option for Additional Land and Right of First Refusal. Provided that Developer is not in default under the terms of this Agreement, then Developer, its successors and assigns, shall have an option to purchase the real property described on Exhibit "A-1" and Exhibit "A-2" attached hereto (collectively, the "Option Property") for the sum of $1.00. Developer may exercise such option with respect to either or both parcels comprising the Option Property, provided that Developer shall enter into a development agreement and minimum assessment agreement with respect to an expansion project in connection with the exercise of such option. The parties agree that a project on the Option Property will be entitled to incentives commensurate with the project as prescribed by City development policies, up to substantially the same incentives that are provided for the Project under this Agreement. The option may be exercised at any time on or before the tenth (10th) anniversary of the date of this Agreement by delivery of written notice of exercise to City. Within ten (10) days following delivery of the Option notice, the parties shall execute a written purchase agreement in form acceptable to City and Developer, which purchase agreement shall require, among other things, that Closing shall occur on a date to be agreed upon by the parties following delivery of the option exercise notice, which date shall be within sixty (60) days of delivery of said notice. Developer shall also have a right of first refusal with respect to the Option Property. Upon receipt of written notice from City that includes the terms and conditions of a bona fide third -party offer for all or any portion of the Option Property, Developer Page 197 of 464 DEVELOPMENT AGREEMENT Page 6 shall have a period of fifteen (15) days in which to exercise its right of first refusal to purchase the subject portion of the Option Property, on the same terms and conditions as are set forth in the offer. Developer shall exercise the right by delivery of written notice to City, and thereafter Developer and City shall act with diligence to close on said transaction and to execute any related documents required by the offer. The Option Property shall be deed restricted so that no direct competitor of Company may, for a period of ten (10) years, own or use the Option Property so long as Company or any or its affiliates are operating on the Property. 10. Minimum Assessment Agreement. Developer acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other charges whatsoever levied upon or assessed or placed against the Property. Developer further agrees that prior to the date set forth in Section 2 of Exhibit "B" it will not seek or cause a reduction in the taxable valuation for the Property, which shall be fixed for assessment purposes, below the amount of $11,500,000.00 (the "Minimum Actual Value"), through: either; (i) willful destruction of the Property, the Improvements, or any part of (ii) a request to the assessor of Black Hawk County; or (iii) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Developer agrees to sign said attached Exhibit "B" at the closing. 11. 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. 12. Representations and Warranties of Developer. Developer hereby represents and warrants as follows: A. Developer is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. Page 198 of 464 DEVELOPMENT AGREEMENT Page 7 B. Developer is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. C. Developer has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement and all documents to be delivered to City hereunder is and shall be authorized to do so on behalf of Developer. 13. Assignment or Conveyance. Developer agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City, which consent shall not be unreasonably withheld, conditioned or delayed; provided, however, that Developer may sell, convey or transfer the Property to Company at any time without such consent, subject to Company's satisfaction of the condition stated below. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Developer under this Agreement. As a condition to Developer's sale, conveyance, assignment or transfer to Company or another approved person or entity (each a "Successor"), the Successor must assume in writing each and every one of Developer's duties under this Agreement, and effective upon such assumption the Successor will succeed to all of Developer's rights under this Agreement that accrue thereafter. The written instrument of assignment and assumption will be recorded in the land records of Black Hawk County, Iowa, and promptly following execution of such instrument a copy thereof will be delivered to City. 14. Materiality of Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for the parties to enter this Agreement. Each party hereto acknowledges that without such promises, covenants, representations, and warranties of the other party, it 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, the non -breaching party may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 15. Intentionally deleted. 16. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: Page 199 of 464 DEVELOPMENT AGREEMENT Page 8 (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attomey and the Community Planning and Development Director. 52722. (b) if to Developer, at 1805 State Street, Suite 101, Bettendorf, IA (c) if to Company, at 375 36th Street, East Moline, IL 61244 Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this section. 17. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Developer nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 18. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 19. Severability. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 20. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. Page 200 of 464 DEVELOPMENT AGREEMENT Page 9 21. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives, 22. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 23, Entire Agreement. This Agreement, together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof: 24. Time of Essence. Time is -of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA DEVELOPER — 4FI Waterloo, LLC By: y. Quentin M. Hart, Mayor Kevin Koellner Managing Member. Attest: Kelley Felchle, City Clerk COMPANY - Material Control Systems, Inc., cja Con -col Container Systems nn Larson, President/C'O Page 201 of 464 EXHIBIT "A" Legal Description of Property The area that will be described as Lot 1, Northeast Industrial Park Plat No. 4, City of Waterloo, Iowa. Page 202 of 464 EXHIBIT "A-1" Legal Description of Option Property The area that will be described as Lot 2, Northeast Industrial Park Plat No. 4, City of Waterloo, Iowa. Page 203 of 464 EXHIBIT "A-2" Legal Description of Additional Option Property The area that will be described as Lot 3, Northeast Industrial Park Plat No. 4, City of Waterloo, Iowa. Page 204 of 464 EXHIBIT "B" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of , 2020 by and among the CITY OF WATERLOO, IOWA ("City"), 4FI Waterloo, LLC ("Developer"), Material Control Systems, Inc., d/b/a Con-Trol Container Systems ("Company"), and the COUNTY ASSESSOR of the City of Waterloo, Iowa ("Assessor"). WITNESSETH: WHEREAS, on or before the date hereof the City, Developer and Company have entered into a development agreement (the "Development Agreement") regarding certain real property, described in Exhibit "A" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Developer will undertake the development of an area ("Project") within the City and within the Northeast Industrial Area Urban Renewal and Redevelopment Plan Area; and WHEREAS, pursuant to Iowa Code § 403.6, as amended, the City and the Developer desire to establish a minimum actual value for the land and the building(s) pursuant to this Agreement and applicable only to the Project, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the improvements (the "Improvements") which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Improvements by the Developer, the minimum actual taxable value which shall be fixed for assessment purposes for the land and Improvements to be constructed thereon by the Developer as a part of the Project shall not be less than $11,500,000.00 (the "Minimum Actual Value") until termination of this Agreement. The parties hereto agree that construction of the Improvements will be substantially completed on or before August 31, 2021. 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, 2031. Nothing herein shall be deemed to waive the Developer's rights under Iowa Code Page 205 of 464 § 403.6, as amended, to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Developer seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. 3. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording, 4. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 5. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. IN WITNESS WHEREOF, the parties have executed this Minimum Assessment Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOVVA DEVELOPER — 4F1 Waterloo, LLC By: By: Quentin M. Hart, Mayor Kevin Koellner Managing Member By: Kelley Felchle, City Clerk COMPANY Material Control Systems, Inc„ a Con -Trot container Systems By:i.�lit Donn Larson, President/CEO Page 206 of 464 STATE OF IOWA ) ss. COUNTY OF BLACK HAWK ) On this of , 2020, before me, a Notary Public in and for the State of Iowa, personally appeared Quentin M. Hart and Kelley Felchle, to me personally known, who being duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. STATE OF ) ss. COUNTY OF Notary Public ,`okik STEPHANIE STONE 2111yCOMMISSION NUMBER 799697 MY COMMISSION EXPIRES /OWP I o -Cr. 2.2 Subscribed and sworn to before me on ,V l Cc/4`P') , 2020 by Kevin Koellner as Managing Member of 4FI Waterloo, LLC. Page 207 of 464 STATE OF Jt-GENo / 5 ) ss, COUNTY OF R/361‹ }tJ p ) Subscribed and sworn to before me on tilfigch /6 , 2020 by Donn Larson as President/CEO of Material Control Systems, d/b/a Con-Trol Container Systems, 0 OFFICIAL SSI L 4 JUDY G ':;:OTT 4 NOTARY PUBLIC, STATE OF ILLINOIS I My Commission Expires Juiy 24, 2020 Page 208 of 464 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improve- ments to be constructed and the market value assigned to the land upon which the improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land, building and equipment upon completion of the development shall not be less than Eleven Million Five Hundred Thousand Dollars ($11,500,000.00) until termination of this Minimum Assessment Agreement pursuant to the terms hereof. Assessor for Black Hawk County, Iowa Date STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on , 2020, by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. Notary Public Page 209 of 464 EXHIBIT "C" Site Map Showing Easements See attached. Page 210 of 464 CITY OF WATERLOO Council Communication Request to ratify and affirm certain actions with respect to the Virden Creek Drainage Project, including authorizing use of condemnation procedures. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Planning & Zoning Clerk Office ATTACHMENTS: Description ❑ Resolution ❑ Appraisal ❑ Resolution 2014-351 SUBJECT: Submitted by: Recommended Action: Summary Statement: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Type Cover Memo Cover Memo Cover Memo Date 3/31/2020 - 5:43 PM 3/31/2020 - 5:58 PM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution ratifying and affirming certain actions with respect to the Virden Creek Drainage Project, to establish the amount of Just Compensation for certain property interests to be acquired for project purposes, and authorizing the use of condemnation procedures for acquisition of said property interests, in furtherance of the project objectives, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted herewith is a request to ratify and affirm certain actions with respect to the Virden Creek Drainage Project, to establish the amount of Just Compensation for certain property interests to be acquired for project purposes, and to authorize the use of condemnation of procedures for acquisition of said property interests in furtherance of the project objectives. The City Council adopted a resolution on May 12, 2014 and approved a final selection of the project route and design, approved the acquisition of the property interests necessary for the Project, approved the amount of just compensation for such interests, and authorized the use of condemnation procedures to acquire such interests in the event that negotiations for purchase were not successful. The public hearing has been held but the City desires to ratify and affirm prior approval of the final selection of the project route and design and to acquire the property interests necessary for the project, whether fee title, permanent easements or temporary easements. Page 211 of 464 A resolution has been fully drafted and is attached to this transmittal to reflect the City Counci's action on this. Expenditure Required: None as part of this action. Source of Funds: N/A Policy Issue: Drainage and Infastructure Background Information: The area around North Crossing at Donald Street and Highway 63 has experienced new growth within the last few years and this drainage project will open up more land in the area for new development. Legal Descriptions: N/A Page 212 of 464 RESOLUTIONS TO RATIFY AND AFFIRM CERTAIN ACTIONS WITH RESPECT TO THE VIRDEN CREEK DRAINAGE PROJECT, TO ESTABLISH THE AMOUNT OF JUST COMPENSATION FOR CERTAIN PROPERTY INTERESTS TO BE ACQUIRED FOR PROJECT PURPOSES, AND TO AUTHORIZE THE USE OF CONDEMNATION PROCEDURES FOR ACQUISITION OF SAID PROPERTY INTERESTS IN FURTHERANCE OF THE PROJECT OBJECTIVES. WHEREAS, the City of Waterloo desires to undertake a project for drainage way improvements to connect watersheds in the vicinity of Logan Avenue and north of Donald Street with the natural watercourse of Virden Creek (the "Project"); and WHEREAS, on May 12, 2014, the City Council of the City of Waterloo held a public hearing on the proposed Project and, by Resolution No. 2014-351 (the "2014 Resolution") approved a final selection of the Project route and design, approved the acquisition of the property interests necessary for the Project, approved the amount of just compensation for such interests, and authorized the use of condemnation procedures to acquire such interests in the event that negotiations for purchase were not successful; and WHEREAS, on February , 2020, the City Council of the City of Waterloo set a date of public hearing on the proposed Project for , 2020, and written notice of said hearing has been mailed as required by law to interested persons, including but not limited to the owners and record contract purchasers of "agricultural land" as defined by Iowa Code § 6A.21, and has been published in the manner required by law; and WHEREAS, the public hearing has been held and the City Council of the City of Waterloo has heard the testimony and evidence submitted by City planning staff and by members of the general public, and the City Council desires to ratify and affirm its prior approval of a final selection of the Project route and design and to acquire the property interests necessary for the Project, whether fee title, permanent easements or temporary easements; and WHEREAS, the City Council of the City of Waterloo has discussed acquisition of and/or reviewed updated appraisals for certain properties in the Project area and determined that the appraisals, prepared by James Herink of Rally Appraisal, LLC, and dated as of June 6, 2019 (the "Appraisals"), represent the fair market value of the property interests to be acquired, and the City of Waterloo desires to purchase the property interests necessary for the Project for the appraised value of same; and WHEREAS, an extended course of negotiations has been had with Allen and Angie Alcorn to acquire necessary property interests, and such negotiations have not proven successful; and WHEREAS, in the event that additional good -faith efforts to negotiate the purchase of property interests are not successful, the City Council of the City of Waterloo desires to authorize the use of condemnation procedures under Iowa law to acquire the property interests by eminent domain. Page 213 of 464 NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that selection of the route and design of the Project as presented to the Council and previously approved by the 2014 Resolution is hereby ratified and affirmed as the final Project route and design. BE IT FURTHER RESOLVED that the price of $7,191.00 for the acquisition of fee title and/or permanent easements necessary for the Project from Allen and Angie Alcorn is determined to be the just compensation for such interests, and the price of $293.00 for the acquisition of all temporary easements for the Project is determined to be the just compensation for such temporary interests, all as determined by the Appraisals. BE IT FURTHER RESOLVED that the Community Planning and Development Department is authorized to incur such incidental costs, relocation costs, management costs, and other costs as may be reasonably necessary or required by law to assure payment of just compensation to the property owners and to assist in relocation and other expenses made necessary by the Project. BE IT FURTHER RESOLVED that the City Council finds that the Project will constitute a public use, public purpose, or public improvement as contemplated by Iowa Code § 6A.22 and that, accordingly, the use of eminent domain to acquire the property interests is appropriate and authorized by law. BE IT FURTHER RESOLVED that, if efforts to negotiate a purchase of the property interests are unsuccessful, use of procedures prescribed by Chapters 6A and 6B of the Code of Iowa for condemnation of private property for public projects is hereby approved for condemnation of the property interests, it being the reasonable expectation of the City Council of the City of Waterloo that the public purpose of condemnation in support of the Project will be achieved and that the City of Waterloo in carrying out the purposes and intents of the Project will be able to comply with all applicable standards and to obtain all necessary permits. BE IT FURTHER RESOLVED that the offices of Community Planning and Development and the City Attorney are hereby authorized and directed to make use of condemnation procedures, in combination with such additional negotiations with the owners of the ownership interest in the properties or their authorized representatives as may be advisable in the circumstances, to set a date for hearing and to acquire the property interests in furtherance of the objectives of the Project. PASSED AND ADOPTED this day of , 2020. Quentin Hart, Mayor 2 Page 214 of 464 ATTEST: Kelley Felchle, City Clerk CERTIFICATE I, Kelley Felchle, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Resolution No. , as passed and adopted by the Council of the City of Waterloo, Iowa, on , 2020. Witness my hand and seal of office this [SEAL] day of , 2020. Kelley Felchle, City Clerk 3 Page 215 of 464 APPRAISAL REPORT OF 1.41 Acres Fee Title Acquisition 1.15 Acres of Land under a Temporary Easement Allen and Angie Alcon North of 2920 Bedard Drive Waterloo, Iowa 50703 Virden Creek Drainage Way Project Rally File # C19E2WHO8 PREPARED FOR: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Attn: Mr. Tim Andera AS OF: June 6, 2019 As 1s, Fee Simple Interest for Just Compensation PREPARED BY: RALLY APPRAISAL, LLC JAMES HERINK CERTIFIED GENERAL REAL PROPERTY APPRAISER 209 FRANKLIN STREET, SUITE A-3 CEDAR FALLS, IA 50613 PHONE: (319) 266-9373 Page 216 of 464 (Intentionally Left Blank) Page 217 of 464 ; Rally Appraisal, L.L.C. Cedar Falls Office • 209 Franklin Street, Suite A-3 • Cedar Falls, Iowa 50613 Clint Cota, SRA — Office Manager Jim Herink — Senior Appraiser Adam Horan Jon Wienhold David D. Passmore, MAI June 17, 2019 Mr. Tim Andera Planner II City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Virden Creek Drainage Way Project Allen and Angie Alcon North of 2920 Bedard Drive Waterloo, Iowa 50703 1.41 Acres Fee Title Acquisition 1.15 Acres of Land under a Temporary Easement Dear Mr. Andera, Phone (319) 266-9373 www.rallyappraisal.com As requested, I have inspected the subject property, reviewed the plats for the project, and sent notice to the property owner. I met with Mr. Allen Alcorn on June 6, 2019 and went over the plan. Mr. Alcorn is concerned about how the project will affect the farm -ability of his land and the potential for the project to overwhelm Virden Creek, causing additional flooding. Additionally, Mr. Alcorn is concerned about how the proposed channel will be crossed by farm equipment. There were the concerns expressed by Mr. Alcorn. This appraisal report is prepared for the client, the City of Waterloo, for eminent domain proceedings using an Appraisal Report format. This report represents my analysis and conclusion of the estimated just compensation based market value of the fee simple interest as of June 6, 2019. This appraisal report is intended to comply with the reporting requirements set forth under Standards Rule 2-2(a) of the Uniform Standards of Professional Appraisal Practice. As such, it may only present summary discussions of the data, reasoning, and analyses that were used in the appraisal process to develop the opinion of value. Additional supporting documentation concerning the data, reasoning, and analyses may be retained in file. Page 218 of 464 CERTIFICATION OF APPRAISER I hereby certify: That I have personally made a field inspection of the property herein appraised and that I have afforded the property owner or authorized representative the opportunity to accompany me at the time of inspection. I have also personally made a field inspection of the comparable sales relied upon in making said appraisal. The subject and comparable sales relied upon in preparing this appraisal is as represented by the photographs supplied. That to the best of my knowledge and belief the statements contained in the appraisal herein set forth are true, and the information upon which the opinions expressed therein are based is correct, subject to the limiting conditions therein set forth. That I understand the intended use of this appraisal is for eminent domain related acquisition of property by the State of Iowa. This appraisal was prepared according to the contract/assignment from the Iowa Department of Transportation. The appraisal is prepared under the Jurisdictional Exception provision contained in the Uniform Standards of Professional Appraisal Practice (USPAP),In preparing the appraisal; I have conformed to all parts of USPAP except those that are contrary to State and Federal requirements. This eminent domain appraisal has been completed under the following appraisal requirements • The Iowa Constitution, Article 1, Section 18 • Code of Iowa, Chapters 6A, 6B, 316 and other eminent domain statutes • Iowa Supreme Court interpretations of Iowa Constitution and eminent domain statutes • Regulations 761, IAC 111 • Federal Uniform Act and Regulations, 49CFR, part 24 Guidance can be found at • The Iowa Department of Transportation Appraisal Policy and Procedure Manual • The Federal Highway Administration (FHWA) Appraisal Guide • Uniform Standards for Federal Land Acquisition • Uniform Standards of Professional Appraisal Practice (USPAP) That neither my employment nor my compensation for making this appraisal and report are in any way contingent upon the values reported therein. That I have no direct or indirect present or contemplated future personal interest in such property or in any benefit from the acquisition of such property appraised. That I have not revealed the findings and results of the appraisal to anyone other than the proper officials of the Iowa Department of Transportation or officials of the Federal Highway Administration and I will not do so until so authorized, or until I am required to do so by due process of law, or until I am released from the obligation by having publicly testified as to such findings. That I am aware the client will provide a copy of this appraisal to the property owner or their designee. That the conclusion set forth in this appraisal is my independent opinion of the difference between the fair market value of this property immediately before and immediately after the proposed acquisition. I have performed within the context of the competency provision of the Uniform Standards of Professional Appraisal Practice. No one provided assistance during the inspection and aided in the research for this appraisal project. The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. I have not appraised this property in the past 3 years or provided any services related to this property. Page 219 of 464 As of June 6, 2019, the estimate of just compensation is as follows: Total Compensation: Estimated Compensation of the Taking $7,191 Estimated Compensation of the Temporary Construction Easement $293 Estimated Just Compensation $7,484 The estimated just compensation for the proposed project as of June 6, 2019 is $7,484. SEVEN THOUSAND FOUR HUNDRED EIGHTY FOUR DOLLARS $7,484 This transmittal letter and certification of appraisal precede the appraisal report, further describing the subject property and containing the reasoning and pertinent data leading to the opinion of value. Your attention is directed to the "General Underlying Assumptions" and "Limiting Conditions", which are considered usual for this type assignment and have been included at the end of the report. Please contact me if you have any questions. Sincerely, James Herink Certified General Real Property Appraiser, CG02627 Page 220 of 464 TABLE OF CONTENTS PREFACE: TITLE PAGE LETTER OF TRANSMITTAL CERTIFICATION OF VALUE Assignment Information 15 Community Data 16 Property Description 22 Project Description 25 Cost Approach 27 Income Approach 28 Sales Comparison Approach 29 Final Reconciliation 38 Addenda 39 Page 221 of 464 EMINENT DOMAIN VALUE FINDING REPORT Parcel No. Not Provided Project No. Not Provided County Black Hawk Record Owner Allen and Angie Alcorn Owner's Mailing Address 7016 Dysart Road, Waterloo, Iowa 50701 Address of Property being Appraised North of 2920 Bedard Drive, Waterloo, Iowa 50703 This property is described as: (Description in appraisal report) This property consists of 653,400 taxable Sq Ft before the acquisition and 591,813 taxable Sq ft will remain after the acquisition. The land to be acquired for project purposes consists of 61,587 Sq Ft by fee title and 49,878 Sq Ft by temporary easement that will be returned to the property owner upon completion of the project. The present zoning is A-1 Agriculture and its present use is Farmland . The property is appraised on the basis of Its highest and best use for Row Crop Production before the acquisition and Row Crop Production after the acquisition. MARKET VALUE UNDER EMINENT DOMAIN LAW OF THE STATE OF IOWA The estimate of just compensation* is: $ 7,484 Excludes the right of way fence. Compensation for R/W fence to be by fixed Schedule or in accordance with Section 6B.44, Code of Iowa. Date of Valuation June 6, 2019 Signed James Herink Page 222 of 464 PHOTOS & EXHIBITS .5] • r FEE TITLE ACQUISITION & TEMPORARY EASEMENT AREAS LOOKING EAST FEE TITLE ACQUISITION & TEMPORARY EASEMENT AREAS LOOKING EAST Rally Appraisal, LLC Page 8 of 46 Page 223 of 464 FEE TITLE ACQUISITION & TEMPORARY EASEMENT AREAS LOOKING EAST .{ .... __ 7_• - 1 orsf, FEE TITLE ACQUISITION & TEMPORARY EASEMENT AREAS LOOKING EAST Rally Appraisal, LLC Page 9 of 46 Page 224 of 464 LOCATION MAP 1 WaleYLoo Municipal Airport 4 Cedar City Cedar Fall AL.AHAR FILLS — 1 xo k_ Airline Hwy RIEEN8RLER Subject North of Bedard Dr Waterloo, iA 6O703 GOOD Ski D ' DAT PARK yua 1: [kX I WEST CENTRAL •I East Waterloo Township Elk Run REESGEN Y of Heights TOWERS Evansdale Raynor Rally Appraisal, LLC Page 10 of 46 Page 225 of 464 AERIAL PHOTO Rally Appraisal, LLC Page 11 of 46 Page 226 of 464 ECNIkEl r pINCH PPE CE1Y. Me 1/ 70-IS +DAL JP P.d.C. FC#7117 P,1{ 5 1f4 CORNER +kRr: 1 T-fiP-7ti Fee Title Acquisition Plat & Legal Description ACQUISITION PLAT VIRDEN CREEK DRALNAGWAY CITY OF WATERLOO, BLACK HAWK COUNTY. IOWA mime ACLLII 015 AWIE Ai Ol W C# RTC Y1.1141EL 11a 691CF-IE-#OL �JD� Lnt N 1 aM 1,h1 sweY as 1 Ia7Y PARCEL 'A. 11.737' Nararse w &SAN= a60001 ALLEM I.LCO9N do ANiX 41.0EAik 1E1 S6dF3E 5Umegirt rt{},T, ING. 5e2s WY I IEFx LH 1. cco R RAPIDS. Lt 924,2.2 (31y1 47 14¢1 L,E511 atscnIPFam at a1liCEL A PART EF T..-E 2F5T 15 AME5 IF '1'F $ 5/2 hYf 1/a 4. -f+ SLCIIQI 12. 1- 9-N. P.13.W OF THE F1FTk PRINCIPAL 1.1E7iDWl, ERICK PAIN CMOT CKJ'1G 5Cinf fN1715ULAR_Y DF.SC910ED 1k5 F]L1OWS: €OwIJEI•1tiDi AT I+E 5 1/4 GARNER Or Ss& ECTEH 4$; THEKE N0053'50'11 11UFC THE JEST Lr,E CF SE 1/1 OF TM SAID SECT1e+1 FEE1 1a TIE PONT 19= EIECC11h111C; C1)+11.P.1104 PLOMG Sd1 111E3T LNIt ER.61 FEET; 11 lGt 911759'154 95S4 FEET; -HENCE sesr5sseE, Y1427 'F T4 A a1]I11T C+4,1 THE r. " JNE CF 'HE WEST 15 AI ES 9g tilt 5 1f2 ra 1/1 5E 1/a Or 5Ab 9ELLIM T£1GE EP52.3a'E r:.AN SAU EAT LAN. 4T}-O' ,ELT: 11-1LI E N640S 11 r, 9E1? ;} 7 FEET TO THE POUF CF RUNNING. q'31 o NAM PARCH COYTHNS '.il AG111 , 51447 O 1 g] 3 E FErr. W7C€ CR LE9-S. C EMANCFT5 IN F=FT 4f'O E131.1ALS _bra=il= 2 TET&. ,YiE4 OF Pa041151r1Cri. - 141a. AC_ (EI,3e7± SD. F-.} S. FEMME. 5HC7N!1 ARE BASED ON THE CLL'A STATE P...41F C.00RINNATE gT 1EIL. HOUT, 2C14 {N+L' &). AS UUNJ1%C41.E12 G}' BL'CP HAIM CUNT.' CPS NETWORK A1r CU..14L7- r, r L . _7 D ▪ r41JNb ctia*4'_k IAt«:Jh£fir • SET 5J7' RFEAF 111T►i YF.U.O1f PLASTIC CJP EA+B355Eti YI1FH-PL,$11f1pg' ?.16.6. IKINT OF 6EE:151N154 Pala 9F 4d1WENCEIi ,T 911F MAD 111 Rally Appraisal, LLC Page 12 of 46 Page 227 of 464 Temporary Easement Area & Legal Description 1pmL 1. P14Cm a1Pt CCr+ SCC 12-1W--3 >'.O.0 FQU CI P.K. S 1/4 CORIEF • 12-89-i3 TEMPORARY EASEMENT EXHIBIT VIRDEN CREEK DRA1NAGEWAY CITY OF WATERLOO, BLACK HAWK COUNTY, 10WA 0WWEFC 1ARRT RWARD 1L50 51,30H maws CC:T-S' FOUL �c 11V1J-12-4G1-OO2 4-4 L.NC r I/t W 1/1 tL 114 _7_ 0 50 700 202 I.A11*Y UYiARC a •r TLAIPOMNTT COII57RLCTI3N fiASL'41[M LKE LEGEND ReEEµP� de ■ TOUT° SCC:rON =ITV t1DHU11Elii u L 445 iVINR; ft 0 SET t/2 rum *PH YULLOP PLASTIC CAP CAtOrSID 1rTh 'oLS14E419' SLIRVEY:IR *FEW, mt. P.O Et. POKT OF Cf,TFm1C 5525 DRY CREfI U. NE CEDAR P/PF€S, A 52402 P.0 C, PONT '.% COIJNE'zCE111NT (319) 3'a 145' SURVEY ECK.R4LiVi" 'UAL V-F8F'4CH• A rr-N FOOT 1114E seRIP CE u'Q LWIC `afro or AJb PNGLLEI TO Tv( FCLLOR1F11 CESNFEED PARCEL 1N THE MT 15 * . >F TIES 1/2 AV 1/4 SE 1/4 SLC7ICH 12. 1-b9-11. R-13-1f OF 1 711R FNAQPAL *WM: AIe FI/{1C NW( eCIIvD.CNO Al TIC S '/4 COINER or S.S) SEC/10I1 12. THENCE I 53's7'A m.cw.1f WEST 111E CIF SF 1/4 04 THE SAID SECTCN 1l 11555.74 • 10 T+E ROPT OF efplrIKG. P1u4C( 1/CennorA' CDKrDxc ALONG SAO MFS! LIKE, Bi.09 FM; THLICL 555'38'151-. Gd.:I FEET: TI(110E SW53'551. 910 2 T 'LC' "O A 1'OW CH • (AST LNE Cf TIE, °CST 15 ACRCS Cr 11-C 5 1/2 MY 1/4 SE 1/4 OF S4>7 SLC1J 1. 1.47itt SO7S2'33'f A40,0 SAID EAST UKE. 60CI FEET: THERCE 1oV7.1 W4. 997 57 FFET TO VE Rapr CF BEGMtHC SA47 R4RL£ C0NTAB45 1.T5 KRIS. 41.Eas swig( FTXT• KR( CR Lf55. 1. DSTA1•C1S N FEET M D SECMN.2 T}(FLFY 2. TOTAL AREA OF TEIp04Wf CC&STR,1CT10re F/UF1E'R - 1.15* AC. (41.I B! 50. FT.] 3. TF]IF'CRIR'F CCNSTR'.0 10K Lastuu T TD C71PPE UPON FECEPLIAGE CF OCILSTRl1L"N1i 6Y THE .11T 01 WATFRLCO. eao. 4 7LF,FORGS 511CA1P1 Nit WEB CH Tf t}4A S1A'E PLANE CDCREINATE 515fl4. YORTh Z01i (*D b3]. A5 icwie Wt) Ely EL r;4 Nam %TY CPS KETWORR NA CONTK1 Rally Appraisal, LLC Page 13 of 46 Page 228 of 464 APPRAISAL REPORT Iowa Department of Transportation OFFICE OF RIGHT OF WAY APPRAISAL RECORD OF CONTACTS Contact No. 319-296-1982 County Black Hawk ® Owner ❑ Tenant ❑ Other Personal Contact ❑ Telephone Type of Property ®AG ❑COM ❑ Other Farmland ❑RES ❑IND Anticipated Appraisal Format Value Finding Persons Present Mr. Allen Alcorn Project Not Provided Parcel Not Provided Discussion of Activities I met with Mr. Allen Alcorn on June 6, 2019 and went over the plan. Mr. Alcorn is concerned about how the project will affect the farm -ability of his land and the potential for the project to overwhelm Virden Creek, causing additional flooding. Additionally, Mr. Alcorn is concerned about how the proposed channel will be crossed by farm equipment. These were the concerns expressed by Mr. Alcorn. Appraiser James Herink Date June 6, 2019 Rally Appraisal, LLC Page 14 of 46 Page 229 of 464 APPRAISAL REPORT Property Identification: 8913-12-401-002 North of 2920 Bedard Drive Waterloo, Iowa 50703 Deed Holder: Allen & Angie Alcorn Report Prepared By: James Herink Rally Appraisal 209 Franklin Street, Suite A-3 Cedar Falls, IA 50613 (319) 266-9373 Office Report Prepared For: City of Waterloo Mr. Tim Andera Planner II 715 Mulberry Street Waterloo, Iowa 50703 Current Assessment Parcel Land Dwelling Total Taxes 8913-12-401-002 $13,670 $0 $13,670 $182 The subject has not been sold or transferred in the last three years per the assessor's records. It has not been listed for sale in the last 12 months on any of the listing services available to the appraiser. There are no known pending sales contracts on the subject as of the effective date of this report. The subject property is a 15-acre tract of farmland that is unimproved. It is located on the northeast side of Waterloo, approximately half -mile east of US Highway 63 and north of East Donald Street. The primary land use in the area is agricultural with single-family located to the southwest and commercial improvements to the west along the US Highway 63 corridor. Unimproved farmland is located to the north and east of the subject, with some single-family acreage properties scattered. The immediate neighborhood is just outside of the City of Waterloo on its northeast side. John Deere has a large manufacturing plant in the Northeast Industrial Park and is Waterloo's largest employer, employing just over 5,000 people. The community has low unemployment and an active housing market with most of the activity on the northeast part of Waterloo occurring, within the existing housing stock and below the $100,000 price point. During the last ten years, the value of all types of farmland has increased just more than 66.00% per an Iowa State Survey that was updated in 2018. The value of farmland increased significantly between 2009 and 2012 with a smaller increase reported between 2012 and 2013. Farmland values declined between 2014 and 2016, but rebounded slightly in 2017 when an increase of 2.00% was reported. Farmland values in 2018 were mostly level when compared to the prior year with decrease of less than 1.00% reported. It appears farmland values have stabilized after record increases followed by a few years of decline. Market participants interviewed reported the lower commodity prices to be the major negative impact on farmland value. The average value of farmland within Black Hawk County in 2018 was $8,936 a 1.00% increase over 2017. Rally Appraisal, LLC Page 15 of 46 Page 230 of 464 COMMUNITY DATA 1!t St 20 z,g !NORTH CEc R 27= Cedar Falls 58 Hudson - 216 63 . a, 0 0 GATES PARK lei Waterloo 4W RidgeWay Ave E Dunkertan Rd Elk Run Heights 'Evansdale L A is I: I A W I! 13 Dewar Independence Ave 27 Gilb�rtvi!!e Population and Household Income The Waterloo/Cedar Falls metro area includes the communities of Waterloo, Cedar Falls, Evansdale, and the outlying communities of Elk Run Heights, Hudson, Washburn, and Raymond. The population, education and household statistics for the Waterloo/Cedar Falls metro area, as reported by the Cedar Valley Alliance, are on the following pages. Rally Appraisal, LLC Page 16 of 46 Page 231 of 464 2018 CEDAR VALLEY FACT SHEET I• - a � r'+1I(I 1 11111111aliliNitiril MT II UM err—A+>r114 arr..;,� --�-- .�. �..k The Cedar Valley economic area consists of the following C eight Northeast Iowa counties: Black Hawk. Bremer, Buchanan, Butler, Chickasaw, Fayette, Grundy, and Tama. /ALLEY Rally Appraisal, LLC Page 17 of 46 Page 232 of 464 Employment The leading employers for the Waterloo/Cedar Falls are shown below. The U.S. Bureau of Labor Statistics is indicating an overall unemployment rate for Black Hawk County of 2.4% as of April 2019. This is lower than April of 2018 when the unemployment rate was 2.8%. This is compared with 2.4% for the entire state of Iowa and 3.6% for the United States. Talent Solutions Workforce initiatives help Cedar Valley employers attract, retain, and connect with prospective employees both locally and outside of the area. The Greater Cedar Valley Alliance & Chamber provides resources to existing business, including access to the Work the Val ley job board, the Economic Inclusion Tool kit, and the Live the Valley quality of life website_ For more information about these initiatives, visit www.cedarvalleya II iance.cam_ Co -working & Makerspace The Cedar Valley has an array of social groups and events that conned like-minded entrepreneurs who are interested in the synergy that can happen when connections are made_ Co -working office space is offered in Waterloo and Cedar Falls. TechWorks Campus in Waterloo houses Cedar Valley Makers, a makerspace for inventors and hobbyists to use machinery and equipment to transform their ideas into products_ Job Opportunity Sources worthevalley.org cedarvalleyjobs.com ceda rva I I eyregion.com/jobs Major Employers Jahn Deere Waterloo Operations Tyson Fresh Meats Wheaton Franciscan Healthcare U mtyPaint Health Manufacturing Food Processing Health Care Health Care 5,000 2,900 2,BB3 2.520 University of Northern Iowa Education 1,13145 Hy-Vee Foods Store {5} Waterton Community Schools Omega Cabinets, Ltd. Bertch Cabinet Manufacturing (2i Target Regaonal Distribution Cedar Falls Community Schools Black Hawk County VGM Group Hawkeye Community College Western Hume Communities Peterson Contractors, Inc Wartburg College The Isle Casino and Hotel Martin Brothers Distributing City of Waterf oa Grocery Education Manufacturing Manufacturing Distribution Education Government Diversified Education Heath Care/Housing Construction Education Entertainment Distribution Government 1,733 1,604 994 925 B40 752 725 700 700 668 605 559 550 548 530 Central Rivers Area Education Agency Education 529 C{JNA Mutual Group CBE Companies, Inc Viking Pump Veridian Credit Union Waverly -Shea Rock Schools Waverly Health center Cedar Valley Medical Specialist NewAJdaya Lifesrapes Fri Mark Finance/Insurance Financial Manufacturing Financial Education Health Care Heat Care Health Care/Housing Manufacturing 526 515 500 4B6 479 450 400 3B0 37B City of Cedar Fails Government 346 Ocwen GMT Corporation Cedar Valley Catholic Schools Financial Manufacturing Education 300 205 200 The largest employers in the metro area are John Deere, Wheaton Franciscan Health Care, and Tyson. Rally Appraisal, LLC Page 18 of 46 Page 233 of 464 Ern ployment by Industry Wholesale Trade 1gaIT L"1 2%/Public Adrnin 5%Construction Education/Health Care As the chart shows, the largest employers by industry are education and health care, manufacturing, and retail trade. Rally Appraisal, LLC Page 19 of 46 Page 234 of 464 The Cedar Valley boasts strong public and private educational systems from early childhood education to PkD. programs. More than 3,500 degrees are awarded annually by the universities and colleges in the Cedar Valley and the community colleges and technical schools graduate more than 3.000 students_ Leader Valley The Greater Cedar Valley Alliance fi C hamber's priorities to develop a strong workforce and to strengthen business and education opportunities led to the development of Leader Valley_ This talent initiative was farmed to expand the reach of leadership and 21st- century employability skills development to all students in the Cedar Valley. Leader Valley's primary focus is the implementation of The Leader in Meg across all school districts in the Cedar Valley. This whole -school program emphasizes 21st-century leadership and life skills based on Stephen C ovey's'7 ti bits of Highly Effective People' For more information about Leader Valley, including The Leader in Me V. vis itwwwJeadervaIIey_org. Primary Education Cedar Falls 24.5 5,332 Cedar Valley CatholicSchools Gladbrook-Reir beck Hudson independence Waterloo Waverly -Shell Rack State Composite NationalCompasite 22.8 20.7 21.5 22.5 20.9 22.a 21.9 24.8 1,079 537 B25 1,430 10,935 2,025 5biaoa ACFCbnditionof Cotfega and Cueer IE®odinas 2017, Area &hooI Educational Attainment CV IA US H igh school diploma Some calFege, no degree Bachelor's degree or higher 92.3 % 64.0'% 28.436 918% 53.3 % 28.4% 875 % 552 % 31.3% Sour& 2016 Amorimn CouirowitOrrraiK Populations 25 aid Ado - Higher Educational Institutions Title Type Enrollment University of Northern lows Hawkeye Community College Wartburg College Allen College Upper Iowa University Purdue University Global University Commonity?Technicl College Private University{CoElege Health Sciences Programs Private University{CoElege Private University/CoFlege 11,907 5,400 1,527 575 510 410 Data Cn5ractedSprirg 2017 TechWorks Campus The TechWorks Campus is a 20-acre advanced manufacturing, research and development, innovation. education, commercial. and manufacturing center. Located in downtown Waterloo, the campus is cam prised of 20 acres of commercial and industrial development sites and 300.000 square feet of flex space divided between two historic John Deere manufacturing buildings. Tech 1 i s home to the Iowa Advanced Manufacturing Network Hubwhich includes the University of Northern Eowa (U NI) Iowa Metal Casting Center and Additive Manufacturing Center and the Additive Manufacturing Design Center. a partnership between Uhll and Hawkeye Community College_ Tech 2 opened in 2017 as the Courtyard by Marriott Waterloo Cedar Falls_ Courtyard Marriott Waterloo Cedar Falls Education The Waterloo/Cedar Falls metro area is currently served by two public school districts: Cedar Falls Community School District and the Waterloo Community School District. The community of Hudson has its own school district. Cedar Falls is home to the University of Northern Iowa. The University of Northern Iowa is a four- year state university with an approximate enrollment of 12,000 students. Hawkeye Community College is a two-year college located on the south side of Waterloo with an enrollment of approximately 5,500. Rally Appraisal, LLC Page 20 of 46 Page 235 of 464 Transportation For decades, Waterloo/Cedar Falls had been known as the largest metropolitan areas in the country without a link to the interstate system. The first link came in 1985 when Interstate 380 was complete that connects Waterloo and Cedar Falls to Cedar Rapids and Interstate 80 to the south. The second link came in the early 2000s when the Avenue of the Saints was completed within the metro area. This avenue is a four -lane expressway that connects St. Paul Minnesota to St. Louis Missouri. Additionally, US Highway 20, a four -lane expressway running east/west, connects Waterloo and Cedar Falls to Dubuque to the east and Interstate 35 to west. The stretch of US Highway 20 from west of the metro area to Interstate 35 was completed in 2003. These three highways are known as the "Golden Triangle" and have helped spur growth in both Waterloo and Cedar Falls during the last few decades. There are multiple railroads in the metro area. Air service is provided by the Waterloo Municipal Airport on the north side of the metro area. Conclusion The Waterloo/Cedar Falls metro area experienced a major economic downturn in the late 1970s and early 1980s with the community's largest employer, John Deere, laying off several thousand employees. Rath Packing, another major employer also shut down their facility in Waterloo about the same time, laying -off several thousand more workers. Over the past two decades this metro area has been making progress recovering jobs lost during that economic downturn. The Cedar Falls Industrial Park has been rapidly expanding over the past decade with several local businesses relocating and new businesses coming into the area. This office park has an aggregate employment base of approximately 5,000 jobs. There has been some growth with IBP, now Tyson's, on the northeast side of Waterloo in the past decade with a recent multi -million dollar expansion announced that will create more than 200 jobs. The Isle of Capri Casino in Waterloo in 2008 creating nearly 800 jobs. There are several apartment projects on the west side of Cedar Falls that have been developed in the past 10-15 years that are oriented to students of the university. The population projections reported by the Cedar Valley Alliance online may be unjustified, given the amount of growth in this area. At the very least, the population is expected to remain stable for this metro area with a potential slight increase in population. Rally Appraisal, LLC Page. 21 of 46 Page 236 of 464 PROPERTY DESCRIPTION The subject property consists of a single parcel with 653,400 square feet or 15.00 acres. (Source: Black Hawk County Assessor). The parcel is zoned A-1, Agriculture and is currently being farmed. It is approximately 70% tillable and a portion of the site is in forest reserve and not tillable. The property is currently only accessible from East Donald Street from the south and a separate parcel must be crossed to access the subject. The land is mostly level to gently rolling and forms a rectangle. The tillable acres have a CSR2 rating of 48.7 per Agridata. (See soil map on the next page) The property is used for agricultural purposes and conforms to the neighboring uses. Due to the demand for farmland in Iowa and the subject's location, it is likely the subject will remain as tillable land into the foreseeable future. Rally Appraisal, LLC Page 22 of 46 Page 237 of 464 Soils Map Scb Beta provided by USDA aid MRCS. CS. 1t Roam Rid a iZra 16019 AciriData rJ 1 6 E Aldine Hwy 12 7 State: Iowa County: Brack Hawk Location. 12-9N-13W Township: Waierrao Ares: 10.72 Ogle: G1412019 #`•; surety SITEJM cA.,..- 9'1.�,..� nr..,rw.. ar..rarn +2 Area Symbol. IA9J3• Solt Anew Version: 26 Dude Sal Oesaiphm Acres Perrenl Ed Held CSR2 Legend Non.rr Class*c IR Class 'c CSR2'. CSFL 'n 14CCPI Overall *n NOUN Ccrn `n FICCPI Small Grails `n FICCF1 Soybeans 1220 Laoler:aan 1113 2 percenl slopes. rarely Maded 4.B3. 43.2% Its 59 72 L!8 e9 31 61 41C Sparta Loamy ire sand, 5 in 9 pelt ern slopes 2 54 24.2% Ns Ile 4 2`- 50 50 313 28 284L1 Flogger sandy Isom. 21a5peraenl stapes 2.10 20.1% Ilk 50 45 56 58 45 39 41$ Sparta hammy Foe seno. 2 b 5 percent slopes 0.64 i d.IS% r5rs Ile 39 40 50 50 37 23 41 Soanaloamyrrreseno,kb2percenl slopes 0..45 =.22 14s Ile 44 45 50 150 37 2S 404:C Soarto.Lkbanlandcomplex. 51a9 p!Icera des 1125 23Y 145 34 11 50 25 18 14 WaldAadAtoreq■ 41.7 611.0. •n612 •nd616 n MA 'nd3.9 "IA hes updated meCSR values ror each aounLy 1❑ CSR2. ' n: The eggregaton nneldtod le INeaghted Average using major companenls' ' e: useng Capacities Class Dcrrmanrflondlll❑n pggregahon Method Soils data provided by USDA and NRC5 Average CSR2 on the tillable acres = 48.7 Rally Appraisal, LLC Page 23 of 46 Page 238 of 464 Project No. Not Provided Parcel No. Not Provided PURPOSE OF THIS APPRAISAL: To estimate the market value of the ownership interest, and the leasehold interest if any, in this property before the proposed acquisition and the market value of the same interest in the remainder property immediately after the proposed acquisition. In case the proposed acquisition causes only limited damage, the purpose is to estimate just compensation resulting from the acquisition, without reporting before and after values. DEFINITION OF MARKET VALUE: In addendum DEFINITION OF HIGHEST AND BEST USE: The utilization of a property to its best and most profitable use. It is that use, chosen from among the reasonably probable and financially feasible alternative uses which are found to be physically practical, legally acceptable and which results in the highest present value, as defined, as of the effective date of the appraisal. HAZARDOUS SUBSTANCE CONTAMINATION: The appraiser observed the following signs of possible contamination: ® None, ❑ As described FIVE YEAR DELINIATION OF TITLE: The subject has not been sold or transferred in the last five years per the assessor's records. The last transfer date was in September of 2011. LEASES: The subject is currently leased for $175 per acre according to the owner. DATE OF INSPECTION AND INVITATION: I called Allen Alcorn on June 5, 2019. He agreed to meet me at the property and the meeting took place on June 6, 2019. Telephone number of owner or representative contacted: 319-296-1982 I personally inspected the subject property on June 6, 2019 Rally Appraisal, LLC Page 24 of 46 Page 239 of 464 PROJECT DESCRIPTION The project is the installation of a drainage way that is designed to alleviate flooding on the northeast side of Waterloo. The project includes the construction of a concrete drainage channel from near the southeast of corner of Airline Highway and US Highway 63 that will initially run east, turn south, and then turn east again and end at Virden Creek. The project will consist of a concrete drainage channel that will vary in depth. The City of Waterloo hopes that alleviating flooding in this area will help spur development along the east side of US Highway 63 corridor. The appraisal report does not take into consideration any benefits of the project. The proposed acquisition area runs east and west along the width of the parcel. The taking includes a mostly rectangular piece approximately 997' feet long and 60.01' feet wide. The total amount of land being taken is 1.41 acres. The area for the proposed temporary easement is on the southern edge of the acquisition area and is a strip of land approximately 50.00' wide by 997.56' long. The entire area of the temporary easement is approximately 1.15 acres. The plats and legal descriptions for these taking and easement areas are in the exhibit section of this report. IMPACT OF THE TAKING —411 Comments: The taking will reduce the land area of the subject property and divide the parcel. The City of Waterloo says there will be access over the proposed channel near Virden Creek to the east. The acquisition area is necessary to construct the channel and alleviate flooding on the northeast part of Waterloo. The temporary easement will be returned to the property owner. The temporary easement will temporarily encumber the illustrated area and will not damage the remainder of the site. The temporary easement will only be during the construction period, which is expected to be 6 months. HIGHEST AND BEST USE The subject property fringes the City of Waterloo and this part of the community has some commercial growth in the last 2- 3 years but residential growth has been modest. Surrounding land uses include single-family homes to the southwest, which were built primarily before 1960, agricultural land to the north and east, and light commercial further west along US Highway 63. The subject is currently used for row crop production. Due to the current demand for farmland in Iowa and limited growth in the subject's immediate area in the past decade, its highest and best use is considered to be agriculture. The agricultural use is physically possible, legally permissible, financially feasible and maximally productive both before and after completion of the construction project. The property will remain the same use after the construction project is completed. The acquisition, temporary easement will not change the highest and best use of the subject property. Rally Appraisal, LLC Page 25 of 46 Page 240 of 464 Project Rendering ASSIGNMENT CONDITIONS Identify / describe relevant conditions / assumptions pertinent to the valuation assignment (e.g. access, title, legal, etc.): The value of the subject property is being estimated using a Value Finding format. The project involves a temporary easement only and no fee title acquisition is involved. "SCOPE / INTENDED USE / INTENDED USER This appraisal report is presented in a Value Finding format. The significant elements of scope include a site inspection, a call or meeting with the owner, and a search of comparable sales in the area. The sales were analyzed and all aspects of the project were considered for just compensation. The appraisal format incorporates the IDOT forms and required valuation methodology. INTENDED USE / USER / EFFECTIVE DATE: The intended user is the City of Waterloo and is intended for eminent domain proceedings. The effective date of the fee simple market value is, as of the date of the inspection, on June 6, 2019. APPRAISAL PROCESS AND INSPECTION: The subject property was inspected by the appraiser on June 6, 2019. The appraiser also relied on acquisition plats and plans for the project provided by the City of Waterloo. TYPE OF REPORT: This report is intended to be an appraisal report. This is an Appraisal Report, which is intended to comply with the reporting requirements set forth under Standards Rule 2-2 (a) of the Uniform Standards of Professional Appraisal Practice (USPAP) for an Appraisal Report. As such, it presents only summary discussions of the data, reasoning, and analyses that were used in the appraisal process to develop the appraiser's opinion of value. Supporting documentation concerning data, reasoning, and analyses is retained in the appraiser's files. The depth of discussion contained in this report is specific to the needs of the client and for the intended use as stated on the following page. The appraiser is not responsible for unauthorized use of this report. Exposure Time: is defined as "the estimated length of time the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal; a retrospective opinion based on an analysis of past events assuming a competitive and open market. Exposure time is always presumed to occur prior to the effective date of the appraisal....lt is noted that the overall concept of reasonable exposure encompasses not only adequate, sufficient, and reasonable time but also adequate, sufficient, and reasonable effect.01 In case of the subject, exposure time is determined to be 3 months. [11 Uniform Standards of Professional Appraisal Practices & Advisory Opinions, 2018-19 Edition, Appraisal Standards Board, The Appraisal Foundation. Rally Appraisal, LLC Page 26 of 46 Page 241 of 464 Valuation — COST APPROACH The subject of this appraisal is parcel of land, unimproved farmland. Since there are no improvements, the cost approach does not apply and is not being developed herein. The omission of the cost approach does not affect the credibility of this report. Rally Appraisal, LLC Page 27 of 46 Page 242 of 464 The subject is agricultural land that is rented for $175 per acre, which is lower than what is typical for the market. Cash rents are currently not supporting the value of farmland due to strong increase in land values in the last few years. The income approach has little influence and has not been completed. Omission of the income approach does not affect the credibility of this report. The income approach is not necessary to produce a credible opinion of value. There is enough sales data to estimate an accurate land value. Rally Appraisal, LLC Page 28 of 46 Page 243 of 464 Valuation — SALES COMPARISON APPROAC The appraiser researched land sales in the region for ground with similar use potential as the subject. The Multiple Listing Service and the Black Hawk County Assessors records were researched and the following sales were discovered and analyzed. COMPARABLE LAND SALES SUMMARY TABLE No Address City Sale Date Sale Price Size (Acres) Price/Acre 1 Duff & E. Dunkerton Rds Fairbank Feb-19 $334,611 65.61 $5,100 2 Spring Creek Rd Jesup Dec-18 $212,992 33.28 $6,400 3 Winslow Road Janesville Dec-18 $195,132 28.28 $6,900 4 E. Donald St Waterloo May-18 $200,000 37.19 $5,378 Summary: The sales in the chart above are all farmland with average to below -average soil quality. Three of the four sales were purchased for row -crop production, while Comparable Sale 3 could potentially be improved with a single-family home. The four sales are all within Black Hawk County, like the subject is. They are considered the best available, most recent, and provide a favorable indication to value the subject property. The typical buyer would likely consider all four of the sales, if all were available. Sale 1: sold at a public auction in February of 2019 and consists of 65.61 acres of farmland with a CSR2 rating of 63.93. Approximately 20 acres were enrolled in CRP and prone to flooding with the remainder being farmed. The location of this comparable is similar to the subject but this sale has a slightly higher CSR2 rating so a downward adjustment of 5% is necessary. This sale brackets the lower range at $4,845 per acre after adjustments. Sale 2: is a single parcel of farmland, south of Jesup, in eastern Black Hawk County. It was approximately 94% tillable with a CSR2 rating of 56.8, which is superior to the subject so this sale adjusts downward 5%. Comparable Sale 2 supports a value of $6,080 per acre after adjustments. Sale 3: Is located just west of Janesville in northwestern Black Hawk County. It was purchased to potentially be improved with a single-family home and this lot could be subdivided further to accommodate more than one dwelling. The overall site utility of this comparable is superior to the subject so it adjusts downward 25%. No other adjustments are necessary to this sale and it supports a value of $5,175 per acre after adjustments. Sale 4: Is located near the subject on East Donald Street. It contains 37.19 total acres with approximately 23 tillable acres, which has a CSR2 rating of 56.1. A downward adjustment of 5% is necessary to this sale due to the difference in soil quality and Comparable Sale 4 supports a value of $5,109 after adjustments. Rally Appraisal, LLC Page 29 of 46 Page 244 of 464 Summary of land value estimate: The sales support a value for the subject between $4,846 and $6,080 per acre, with an average of $5,302 per acre. The estimated value for the subject is toward the lower range at $5,100 due to its soil quality. $5,100 / Acre Rally Appraisal, LLC Page 30 of 46 Page 245 of 464 Value of the Fee Title Acquisition Area The subject has a proposed fee title acquisition area of 1.41 acres. The estimated value of this area at $5,100 per acre is as follows: 1.41 Acre X $5,100 per acre = $7,191 Rally Appraisal, LLC Page 31 of 46 Page 246 of 464 Value of the Temporary Easement The subject has a proposed temporary easement area of 1.15 acres. The estimated value of this area at $5,100 per acre is as follows: 1.15 Acre X $5,100 per acre = $5,865 The owner will get this area back, but a fair return on this area needs to be estimated for just compensation. A reasonable safe rate for an investment with the estimated duration of one year is less than 5%, based on current treasury yields. The best -case scenario is an estimated return of 10% annually applied to a 6 month holding period will be used to estimate the value of the temporary easement for just compensation. (10% annual rate x (6 months / 12 months)) X $5,840 = $293 Rally Appraisal, LLC Page 32 of 46 Page 247 of 464 arksvale -I-I- • 27 Waverly Shell Rock 1 Ur-•. its 1 Comp Winslow Road Sale: IA 1 Sale: se,voor ells II 2i6 '; 1 561 ater9oo LAND SALES MAP 111F15.111 Denver Subject Nardi o 9edarci Dr Waterbo, IA 50703 Rei nbeck Hudson Traer Eva Comp 1 Dull 3. E ]unkertan Rds Fairbank, A Sale: $5,140.1Aare Campo E. Donald St Waterbo, IA Sae: ,1}5,373. Acre La Porte City 1 Jesup !"l 20 oelwein Independence Urba Rally Appraisal, LLC Page 33 of 46 Page 248 of 464 Land Sale 1 Location Data Location: County: Assessor's Parcel No: Record ID: Physical Data Net Acres: Net SF: Topography: Shape: Utilities Telephone: Electricity: Water: Sewer: Gas: Zoning: Grantor: Grantee: Duff & E. Dunkerton Rds Fairbank, IA Black Hawk 9011-25-351-002 & 001 25055 65.61 2,857,972 Basically Level Rectangular No No No No No A-1, Ag Golden Grain Enterprises Confidential Sale Data Date: Effective Sale Price: Document No: Original Sale Price Price Per Acre: Price Per Square Foot Price Per Unit: Confirmation Source: Confirmed by: February 21, 2019 $334,611 NYR $334,611 $5,100 $0.12 $0 Broker jherink This comparable is a combination farm just east of Dunkerton in Black Hawk County. The property sold at a public auction in February of 2019. The entire site contains 65.61 acres with 20.25 acres enrolled in CRP. The CSR2 rating on the tillable acres was 69.94 per Agridata and the price per point was $82.66. The CRP ground was prone to flooding. The CSR2 rating on the entire parcel was 63.93, per Agridata, and it was approximately 70% tillable. Rally Appraisal, LLC Page 34 of 46 Page 249 of 464 Land Sale 2 Location Data Location: County: Assessor's Parcel No: Record ID: Physical Data Net Acres: Net SF: Topography: Shape: Utilities Telephone: Electricity: Water: Sewer: Gas: Zoning: Grantor: Grantee: Spring Creek Rd Jesup, IA Black Hawk 8811-24-176-001 25540 33.28 1,449,677 Basically Level Rectangular No No No No No A, Ag Friday Family Trust Joshua & Christy Weber Sale Data Date: Effective Sale Price: Document No: Original Sale Price Price Per Acre: Price Per Square Foot Price Per Unit: Confirmation Source: Confirmed by: December 18, 2018 $212,992 2019-010876 $212,992 $6,400 $0.15 $0 Deed/Assessor jherink This is a small tract of farmland southwest of Jesup in eastern Black Hawk County. It was sold privately by a trust and was approximately 94% tillable with a CSR 2 rating of 56.8. The price per point is $113.72. Rally Appraisal, LLC Page 35 of 46 Page 250 of 464 Land Sale 3 Location Data Location: County: Assessor's Parcel No: Record ID: Physical Data Net Acres: Net SF: Topography: Shape: Utilities Telephone: Electricity: Water: Sewer: Gas: Zoning: Grantor: Grantee: Winslow Rd Janesville, IA 50677 Black Hawk 9014-033-51-003 25132 28.28 1,231,877 Basically Level Irregular Yes Yes Yes No No A, Ag DS Development, LLC Jacob & Kathleen Reed Sale Data Date: Effective Sale Price: Document No: Original Sale Price Price Per Acre: Price Per Square Foot Price Per Unit: Confirmation Source: Confirmed by: December 07, 2018 $195,132 2019-008929 $195,132 $6,900 $0.16 $0 MLS/Assessor jherink Just less than 30 acres of land two miles west of Janesville in rural Black Hawk County. The land was in CRP at time of sale but was purchased to be improved with a single-family home and the parcel could potentially be developed into to smaller acreage lots, if desired. Electricity and rural water are available along Winslow Road. This land is less than 15 minutes from Waterloo and Cedar Falls. The CSR2 rating on this property was 50.20 per Agridata and it was 100% tillable. Rally Appraisal, LLC Page 36 of 46 Page 251 of 464 Land Sale 4 Location Data Location: County: Assessor's Parcel No: Record ID: Physical Data Net Acres: Net SF: Topography: Shape: Utilities Telephone: Electricity: Water: Sewer: Gas: Zoning: Grantor: Grantee: East Donald Street Waterloo, IA 50703 Black Hawk 8912-14-101-001 24424 37.19 1,619,996 Basically Level Rectangular No No No No No A-1, Ag Harold & Marilyn Even Cletus & Betty Sadler Sale Data Date: Effective Sale Price: Document No: Original Sale Price Price Per Acre: Price Per Square Foot Price Per Unit: Confirmation Source: Confirmed by: May 09, 2018 $200,000 2018-018485 $200,000 $5,378 $0.12 $0 Assessor jherink Just less than 40 acres of land on East Donald Street west of Dewar in Black Hawk County. The site totals 37.19 acres with approximately 23 tillable acres. The remaining land is pasture and prone to flooding. The CSR 2 rating on the entire parcel was 38.80 per Agridata. The CSR 2 rating on the tillable acres is 56.1. Rally Appraisal, LLC Page 37 of 46 Page 252 of 464 Final Reconciliatio The sales comparison approach is the only relevant method to value the land in the impacted area for the proposed project. It is the only approach developed in this report. The quality and quantity of sales data used in the development of the sales comparison approach was adequate to make a reliable estimate of land value for the subject property. The estimated market value for the subject property, for just compensation, is as follows: Total Compensation: Estimated Compensation of the Taking $7,191 Estimated Compensation of the Temporary Construction Easement $293 Estimated Just Compensation $7,484 The estimated just compensation for the proposed project as of June 6, 2019 is $7,484. SEVEN THOUSAND FOUR HUNDRED EIGHTY FOUR DOLLARS $7,484 Rally Appraisal, LLC Page 38 of 46 Page 253 of 464 Flood Map (Part of the subject appears to be in the flood plain) Rally Appraisal, LLC Page 39 of 46 Page 254 of 464 DEFINITION OF MARKET VALUE The term fair and reasonable market value means the cash price which would be arrived at as between a voluntary seller willing, but not compelled, to sell and a voluntary purchaser willing, but not compelled, to buy; both of whom are acting freely, intelligently and at arm's length, bargaining in the open market for the sale and purchase of the real estate in question. Such term does not mean the value under peculiar circumstances where greater than its fair price could be obtained, nor does it mean the price which the property would bring at a forced sale. It does not mean what the property is worth to the plaintiff nor what the defendant can afford to pay, but what it is fairly worth in cash on the open market, as above stated. (Uniform Jury Instruction No. 14.4). In short, the fair and reasonable market value of a property is to be considered in the same manner that a knowledgeable, voluntary buyer determines the fair and reasonable market value of a property -- what are its capabilities, what are its detriments, what is it fairly and reasonably worth in the market place? The jury and/or Compensation Commission is entitled to be informed of all the factors which (1) the willing seller would impress upon a willing buyer that tend to show value, and (2) the willing buyer would impress upon the willing seller that tend to show lack of value -- including sales of comparable properties and evidence of its highest and best use. (Uniform Jury Instruction No. 14.6 and annotated authorities). See also Bellew v. ISHC, 171 N.W.2d 284, 288, 289 (Iowa 1969) and In Re Primary Road No. 141, 124 N.W.2d 141, 147 (Iowa 1963). The determination of "Market Value" may not consider or reflect any enhancement or diminution in value of the subject, caused by the building of the project, which has prompted the taking. (No sales exhibiting these effects may be used as a comparable in arriving at the value of the subject property, either before or after the date of condemnation.) Uniform Jury instruction 14.3 and Socony Vacuum Oil Co. v. State of Iowa, 170 N.W.2d 378. (Iowa 1969). Jurisdictional exception "An assignment condition that voids the force of a part or parts of USPAP, when compliance with part or parts of USPAP is contrary to law or public policy applicable to the assignment." Standards Rule 1-4(f) requires appraisers to analyze the effect, if any, of anticipated public improvements, located on or off site, to the extent that market actions reflect such anticipated improvements as of the effective appraisal date. Article I, section 18 of the Iowa Constitution prohibits consideration of increases or decreases in a property's value caused by the project. It specifically states, "Shall not take into consideration any advantages that may result to said owner on account of the improvement for which it is taken. The appraisal is subject to jurisdictional exception because (1) The appraisal report must apply the State of Iowa's definition of market value and (2) the compensation must consider the diminution of value due to the impending project. Rally Appraisal, LLC Page 40 of 46 Page 255 of 464 ASSUMPTIONS AND LIMITING CONDITIONS 1. The photographs contained in the individual appraisal reports were taken by the appraiser on the date the property was inspected. Any photo taken on a different date or by another person will be appropriately labeled. 2. The title to the property is good and merchantable, free and clear of all liens and, there are no encumbrances other than those mentioned in the appraisal report. 3. The plans, plats, legal descriptions and other data furnished by others are assumed to be correct and reliable but the appraiser assumes no responsibility for their accuracy. 4. The individual appraisals are made in accord with the Code of Iowa and do not reflect any benefit from the proposed improvement or non-compensable items of damage. 5. Any temporary easement area acquired will be retained by the state until completion of project construction and will be returned in the condition indicated by the highway plans. 6. The existing drainage will not be adversely affected by highway construction unless otherwise specified in the data furnished and the tile lines on the remaining property will function properly after highway construction is completed. 7. The property is appraised as though under responsible ownership and typical management. 8. The property owner will be paid separately for the cost of fencing the new right of way line, if such fencing is needed, in those cases where the state does not erect a right of way fence. The property owner has a right to pasture livestock adjacent to any state erected fence but must assume all responsibility for restraint of such livestock. Any effect on fencing other than right of way fence or temporary fence will be considered in the individual appraisal reports. 9. The property owner or lessee will be paid separately for loss, if any, of growing crops or completed field work. 10. The Agency may use any or all of the contents of the appraisal reports only for its normal business functions. Rally Appraisal, LLC Page 41 of 46 Page 256 of 464 Rally Appraisal, L.L.C. C.-44r Fa11% [.]once • 208 I ranklin SI, Sure A3 • Cedar Fala. to 50613 cent Coca - Manager Jim Henrik -- Senior tpp[alsor Adam 1.10 ran [aexlar Kid3iermann Jon WMenhNd Dave P€rxanore - Commercial Manager f.1Al May 8, 2019 Tim Arrdera Planner II City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 RE: North of 2920 Bedard Drive, Waterloo, Iowa Former Bridge Street, Waterloo, Iowa Adjacent to 3070 W. Airline Hwy, Waterloo, Iowa Phone- (31012H-9373 Far (e441 215-1232 vacre allyaa r isal.r m Dear Mr. Anders; As requested I can appraise the above -referenced prupertles which consist of undeveloped farmland, a commercial lot plus two small industrial Mts. ThB purpose of the Appraisal Rsports will be to estimate the falr market value of the properties as of the date of inspection, The intended use of the appraisals is to estimate the fair market value of the properties as of the date of inspeclion and intended user is the City of Waterloo. The reports are not intended for any other use or for use by others. No responsibility Is accepted for unauthorized use of these reports. f he Appraisal Reports will concentrate on the sales approach to value. The payment of the fee shall not be contingent upon any value estimate reported. The appraisals will be prepared in compliance with the Standards of Professional Appraisal Practice of the Appraisal Institute and in accordance with Title XI of FIRREA dated June 7, 1994. It Is under stood that all three approaches to value will be considered_ The appraisal reports are intended to rxrrnply with the reporting requirements sot forth under Standards Rule 2-2(a) of the Uniform Standards of Professional Appraisal Practice and will be in rxompllance with the Iowa Department of Transportation. As such, it may only present sirnnary discussions of the data, reasoning and analyses that were used in the appraisal process to develop an opinion of value. Ad 1iluxlal supporting documentation concerning the data. reasoning and analyses may be retained in the appraiser's file. I he depth of discussion contained in this report is specific to your needs of the intended use slated above. Your approval below acknowledges your acceptance of the attached General Limiting Conditions, dated May of 2019, and this ar; eernent plus the authorization to perform the appraisal assignment. The fee for the appraisal will be $3,200 and the assignments will be completed by July 14. 2019. If additional court testimony is required it will be billed at an hourly rate of $150 per hour that Includes preparation and travel time. Sincerely, Jaynes Fter ink Certified Genortil Real Property Appraiser GG02627 (Irnrra) Mr. Tim An Planner tl, City of Waterloo Rally Appraisal, LLC Page 42 of 46 Page 257 of 464 Rally Appraisal, L.L.C. Geda► FaAS omoe • 209 r'raidle SI, Stile A3 • Cedar Fella, L. 8Oe13 Clint Cata - Manner Jinn Hegel( — Senior Appraiser Adam Fleran nexler Klonrorrnann Jon Wierho 1 Dave Passmore • Can/nerds' MenagerMAI General Lirraina Conditions Phone (3191 7660373 Fax- (MAI 2I6-1232 12e69. rallyappraisal cum 1. The appraisers MI not be required to give testimony or appear in court because of having made the appraisal with reference to the subject property in question unless arrangements have ben previously made. 2. Possession of the report does not carry with it the right of publication. Out•of•context quoting from or partial reprinting of this appraisal report is not authorized. Further, neither aN nor any part of this appraisal report shall be disseminated to the general pubilc by the use of media for public communication without the prior written consort of the appraisers signing this appraisal report unless required by law. 3. Disclosure of the contents of this report is governed by the By -Laws and Regulations of the Appraisal Institute. Neither all nor any part of the contents of this report (especially any conclusions as to value, the identity of then appraisers or the firm with which they are connected, or any reference to the Appraisal Institute or to the appraisal designations) shall be disseminated to the public through advertising mole, public relations media, news media, sales media, or any other public; means of communication without the prior consent and approval of the authors unless required by law. 4, The distribution ofi the total valuation in this report, between land and improvements, Is applicabFe only as a part of the whole property. The lend value, or the separate value of the improvements, must not be used in conjunction with any other appraisal or estimate and Is invalid If so used. 5. No environmental impact studies were either requested or made in conjunction with this appraisal report. The appraisers, thereby, reserve the right to alter, amend, revise, or rescind any of the value opinions based upon any subsequent environmental impact studies, research ur investigation. 6. Unapparent Conditions: The appraisers assume that there are no hidden or uneppere nt conditions of the property, subsoil or struutures wtiich would render it more or lees valuable than otherwise cornparable property. The appraisers are not experts in determining the presence or absence d hazardous substance, defined as all hazardous cr toxic materials, waste, pollutants or contaminants {including, but riot limited to, asbestos, PCB, UFFI, or other raw materials or chemicals) used In c oeStruction or otherwise present an the property_ The appraisers assume no responsibility for any engineering studies or analysis which would be required to conclude or discover the presence or absence of such substances or for loss as a result of the presence of such substances or for t.rrtapparent physical cxxlditIons. The value estimate is based on the assumption that the subject property is not so affected. 7. The Americans with Disabilities Act t"ADA-) became effective January 26, 1992. The appraisers have not made a specific compliance survey and analysis of this property to determine whether or not it Is In conformity with the various detailed requirements of the ADA_ It is possible that a compliance survey of the property. together with a detailed analysis of the requirements of the ADA, could reveal that the property Is not in compliance with one or more of the requirements of the Act. if so. this fact could have a negative effect upon the valuo of the property. Since the appraisers have no direct evidence relating to this Issue, possible noncompliance with the requirements of ADA in estimating the value of the property has not been considered. Rally Appraisal, LLC Pagc 43 of 46 Page 258 of 464 Rally Appraisal, L.L.C. Ceder Falk Olin* • MO Franklin St, Suite A3 • Cedar f ails, IA 50613 CInl Cola • Manager Jirn FW1nk — Senior Apprelssrr Aden Harare Dexter Klostefmann Jan Mc hold Dane PaRsmole - Commercial Mn'.iagflr MAI Phone- (319) 2s6- I373 r-alc (&N) 21 -1232 mNw,rallviee rajla Loan 8. An appraisal related to an estate in land that is Toss than the whole fee simple estate applies only to the fractional interest involved. The value of this fractional interest plus the value of all other fractional interests may or may not equal the value of the entire fee simple estate considered as a whole. 9. The appraisal report related to a geographical portion of a larger parcel is applied only to such geographical portion and should not be considered as applying with equal validity to other portions of the larger parcel or trail. -The value for such geographical portions plus the value of al other geographical portions may or may not equal the value of the entire parcel rr tract considered as an entity. 10. Acceptance of ands r use of Wile appraisal report constitutes acceptance of the foregoing General Underlying Assumptions and General Limiting Conditions, The appraisers' duties, pursuant to the employment to make the appraisal, are complete upon delivery and acceptance of the appraisal report. However, any corrections or errors should be called to the attention of the Appraisers within 60 days of the delivery of the report. 11. Confidential information shall be either: identified by the client as confidential when providing it to an appraiser and that is not available from any other source; or dassllled as confidential or private by applicable law or regulation'. NOTICE: For example. pursuant to the passage of the GramlrLeact-BlEIey Act In November 1999, some public agencies have adopted privacy regulations that affect appraisers. As a result, the Federal Trade Commission issued a rule focused on the protection of 'nonpublic personal information' provided by consumers 10 those involved In financial activities 'found to be closely rotated to banking or usuat in connoction with the transaction of banking.' These activities have been deemed to include "appraisirg real or personal property.' (Quotations are from the Federal Trade Commission, Privacy of Cansurner Financial Information; Final Rule. 16 CFR Part 313) Rally Appraisal, LLC Page 44 of 46 Page 259 of 464 APPRAISAL QUALIFICATIONS — RALLY APPRAISAL James A Hcrink 209 Franklin Street, Suite A-3 Cedar Falls, IA 50613 (319) 266-9373 STATE OF IOWA GENERAL CERTIFICATION #CG02627 Education: 1995 - High School, Leigh Community Schools, Leigh, Nebraska 1999 - Bachelor of Arts, University of Denver, Denver, Colorado Employment I3istory: 12al Ey Appraisal, 1.1.C, Certified General Appraiser 07/04-Present 1lam i1ton College, Admissions 12epresentative 03103-06104 KWWL-TV, News Producer 05/01-03/03 KLIRIKJSK Radio, News Director 06100-05/01 Appraisal Courses: Appraisal Principles 2004 USPAP Certification 2004 National USPAP Updated 2007 Appraiser 1/ I 1 A Today 2008 Repo & 12 EiO) Valuation 2008 Effective Appraisal Writing 2008 National USPAP Update 2012 Making Sense of GIMs, OARS and DCF 2014 Appraising FHA Today 2014 National IJSPAP ilpdate 2014 Supervisory Appraiser/Trainee Appraiser Course 2016 National USPAP Update 2016 Basic Hotel Appraising 2016 Expert Witness of Commercial Appraisers 2016 Appraisal of Owner -Occupied Comm. Properties 2018 Seminars Attended: Appraisal Principles and Procedures 2004 General Appraisal Income Approach Part 1 2009 General Appraisal Income Approach Part 2 2009 General Sales Comparison Approach, 2010 Real Estate Financing Statistics and Valuation Modeling 2010 General Appraisal Report Writing 2010 General Appraisal Cost Approach 2011 General Appraisal I I ighesL & ] 3est Use 2011 Basic Hotel Appraising 2018 Avoiding Mortgage Fraud for Appraisers 2018 2018-2019 7-Hour USPAP Update Types of Properties Appraised: Residential, small income, vacant land, new construction, REO, all types of industrial, farm land, recreational land, multi -family, residential and commercial subdivisions, mini -storage, office buildings, manufactured home parks, special use properties, auto dealerships, retail, funeral homes, C13D, hotels,, hog confinements, dairy and cattle firms, special purpose properties and car washes. Page 45 of 46 Page 260 of 464 r dx�� irh.�iuw STATE OF IOWA ova PFFrTHEHT O. cal Emt PNOr[Sa10NNl U !EISif Aria Gu u11011 This is to certify that the below narned has been granted a certification as: Certified General Appraiser. Certification Humber. CG02627 Expires:June 30, 2020 Status: Active Mr. Jame sAnth ony He rink RallyAppraisal, WC 209 Fran k I in Street, Su ifeA3 CedarFalls , [owa 50613 State of Iowa Real Estate Appraiser Examining Board Certifies James Heriink having given satisfactory evidence of professional qualifications as required by the Code of Iowa is duly authorized to practice in the State of Iowa as a Certified General Appraiser_ In witness thereof the Board grants Certification Number CG02627_ This 7th day of June, 2006 klsanda Lascarnbe Fred Greder Chair Vile ,7sair Page 46 of 46 Page 261 of 464 Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2014-351 RESOLUTION TO APPROVE CERTAIN ACTIONS WITH RESPECT TO THE VIRDEN CREEK DRAINAGE PROJECT, TO ESTABLISH THE AMOUNT OF JUST COMPENSATION FOR CERTAIN PROPERTY INTERESTS TO BE ACQUIRED FOR PROJECT PURPOSES, AND TO AUTHORIZE THE USE OF CONDEMNATION PROCEDURES FOR ACQUISITION OF SAID PROPERTY INTERESTS IN FURTHERANCE OF THE PROJECT OBJECTIVES. WHEREAS, the City of Waterloo desires to undertake a project for drainage way improvements to connect watersheds in the vicinity of Logan Avenue and north of Donald Street with the natural watercourse of Virden Creek (the "Project"); and WHEREAS, on April 7, 2014 the City Council of the City of Waterloo set a date of public hearing on the proposed Project for May 12, 2014, and written notice of said hearing has been mailed as required by law to interested persons, including but not limited to the owners and record contract purchasers of "agricultural land" as defined by Iowa Code § 6A.21, and has been published in the manner required by law; and WHEREAS, the public hearing has been held and the City Council of the City of Waterloo has heard the testimony and evidence submitted by City Planning staff and by members of the general public, and the City Council desires to make a final selection of the Project route and design and to acquire the property interests necessary for the Project, whether fee title, permanent easements or temporary easements; and WHEREAS, the City Council of the City of Waterloo has discussed acquisition of and/or reviewed appraisals for certain properties in the Project area and determined that the appraisals, prepared by Rally Appraisal, LLC, and dated as of May 10, 2013, (the "Appraisals"), represent the fair market value of the property interests to be acquired, and the City of Waterloo desires to purchase the property interests necessary for the Project for the appraised value of same; and WHEREAS, in the event that good -faith efforts to negotiate the purchase of property interests is not successful, the City Council of the City of Waterloo desires to authorize the use of condemnation procedures under Iowa law to acquire the property interests by eminent domain. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the route and design of the Project as presented to the Council shall be and hereby are selected as the final Project route and design. Page 262 of 464 Resolution No. 2014-351 Page 2 BE IT FURTHER RESOLVED that the amount set forth opposite the name of each owner of land that includes property interests necessary for the Project is determined to be the just compensation, as determined by the Appraisals, for acquisition of all fee title and permanent easements in and upon such properties that are reasonably necessary for the Project: Owner of Record Richard and Helen Anderson Allen and Angie Alcorn per acre price $6,800.00 $9,979.00 BE IT FURTHER RESOLVED that the amount set forth opposite the name of each owner of land that includes property interests necessary for the Project is determined to be the just compensation, as determined by the Appraisals, for acquisition of all temporary easements in and upon such properties that are reasonably necessary for the Project: Richard and Helen Anderson $2,104.00 for 6.19 acres Allen and Angie Alcorn $391.00 for 1.15 acres BE IT FURTHER RESOLVED that the Community Planning and Development Department is authorized to incur such incidental costs, relocation costs, management costs, and other costs as may be reasonably necessary or required by law to assure payment of just compensation to the property owners and to assist in relocation and other expenses made necessary by the Project. BE IT FURTHER RESOLVED that the City Council finds that the Project will constitute a public use, public purpose, or public improvement as contemplated by Iowa Code § 6A.22 and that, accordingly, the use of eminent domain to acquire the property interests is appropriate and authorized by law. BE IT FURTHER RESOLVED that, if efforts to negotiate a purchase of the property interests are unsuccessful, use of procedures prescribed by Chapters 6A and 62 of the Code of Iowa for condemnation of private property for public projects is hereby approved for condemnation of the property interests, it being the reasonable expectation of the City Council of the City of Waterloo that the public purpose of condemnation in support of the Project will be achieved and that the City of Waterloo in carrying out the purposes and intents of the Project will be able to comply with all applicable standards and to obtain all necessary permits. BE IT FURTHER RESOLVED that the offices of Community Planning and Development and the City Attorney are hereby authorized and directed to make use of condemnation procedures, in combination with such additional negotiations with the owners of the ownership interest in the properties or their authorized representatives as may be advisable in the circumstances, to set a date far hearing and to acquire the property interests in furtherance of the objectives of the Project. Page 263 of 464 Resolution No. 2014-351 Page 3 PASSED AND ADOPTED this 12th day of May, 2014. ATTEST: Suzy Sch res, CMC City Cle k Ernest G. Clark, Mayor CERTIFICATE I, Suzy Schares, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Resolution No. 2014-351, as passed and adopted by the Council of the City of Waterloo, Iowa, on May 12, 2014. 2014. SEAL Witness my hand and seal of office this 12th day of May, A Suzy Scharess,, CMC City Clerk Page 264 of 464 CITY OF WATERLOO Council Communication Mowing contract for city owned lots generally acquired through Iowa Code 657A. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Planning & Zoning Planning & Zoning Planning & Zoning Clerk Office Reviewer Schroeder, Aric Western, Chris Schroeder, Aric Even, LeAnn Action Rejected Approved Approved Approved ATTACHMENTS: Description ❑ RFP-2020 Planning and Zoning Mowing Bid Packet ❑ Bid Tabulation SUBJECT: Submitted by: Recommended Action: Expenditure Required: Source of Funds: Policy Issue: Background Information: Type Cover Memo Backup Material Date 4/1/2020 - 10:10 AM 4/1/2020 - 10:12 AM 4/1/2020 - 10:29 AM 4/1/2020 - 10:33 AM Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc., and authorizing to proceed. Motion to receive and file and instruct the City Clerk to read bids and refer to the Community Planning and Development Director for review. Submitted By: Noel Anderson, Community Planning and Development Director Approval To be determined Nuisance abatement Property Maintenance The City of Waterloo through its Dilapidated Housing Task force has acquired approximately 200 properties over the last ten years using Iowa Code 657A. A majority of the properties where demolished with approximately 5 homes being sold with development agreement and rehabilitated. Lots owned by the City of Waterloo must be maintained, including mowing of the lots. This bid will select a mowing contractor for the lots. Page 265 of 464 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT NOTICE OF PUBLIC HEARING On Proposed Specifications and the NOTICE TO BIDDERS for 2020 RESIDENTIAL LOT MOWINGS RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in City Hall, 715 Mulberry St, Waterloo, Iowa, on or before Thursday, April 2, 2020, until 1:00 p.m., for the 2020 MOWINGS as described in the plans and specifications now on file in the City Clerk's office and the Planning and Zoning Department. OPENING OF BIDS All proposals received for the 2020 MOWINGS will be opened in the City Clerk's Office in City Hall, Waterloo, Iowa, on Thursday April 2, 2020, at 1:00 p.m., and the proposals will be referred to the Planning and Zoning Department for recommendation of award. PUBLIC HEARING Notice is hereby given that the Waterloo City Council will conduct a public hearing on the proposed specifications and form of contract for the 2020 MOWING at the City Council Meeting, Monday, April 6, 2020. The hearing will be held in the City Council Chambers in Waterloo City Hall. The contract documents are on file in the City Clerk's office, 715 Mulberry Street, and the Planning and Zoning Department, 715 Mulberry Street, Waterloo, Iowa for public examination. Any person interested may file written objection with the City Clerk before the date set for the hearing or appear and make objection at the meeting. SCOPE OF WORK The Contractor shall provide all labor, equipment and materials necessary to mow and/or remove debris from the designated areas in accordance with these specifications. CONTRACT PERIOD The period of time covered under this proposed contract shall be approximately April 6, 2020, through October 31, 2020. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Plarming and Zoning Department. The bidder shall bid on a per unit price (WITH EACH "Option" treated as a separate unit) as shown on the Bid Form. Each unit should be bid as a stand- alone item and not merely as a component of a total bid package that includes all options together. BID SECURITY REQUIRED All bids must be accompanied, in a separate envelope, by a certified or cashier's check drawn on an Iowa bank chartered under the laws of the United States or the State of Iowa, a certified share draft drawn on a Credit Union in Iowa chartered under the laws of the United States or the State of Iowa, or a bid bond payable to the City of Waterloo, Iowa, in the sum of Fifteen Hundred Dollars ($1,500.00), which certified check, certified share draft, or bid bond will be held as security that the Bidder will enter into a Contract for the mowing 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, the bid security may be retained by said City as agreed liquidated damages. If a bid bond is used, it must be signed by both the bidder and the surety or the surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. Page 266 of 464 CONTRACT AWARD The Planning and Zoning Department has divided the contract into five (5) areas as indicated on the Bid Form. Each is severable from the others and may be the subject of a separate contract. The City shall award one or more Contracts to the responsible Bidder(s) whose bid, conforming to the Specifications and without regard to whether the bid is made on a per -option or a total basis, is most advantageous to the City, and the Planning and Zoning Department price and other factors considered. The City reserves the right to award a contract for any single Option, any combination of Options, or all Options together. The intention is not to award the contract at the time of bid opening, but to award the contract after review of bids and bidder information by the City and the Planning and Zoning Department such that the award is made within thirty (30) days after bid opening. The City reserves the right to waive any and all parts of a specific bid. BOND The successful Bidder shall furnish a Performance Bond, within ten (10) days after notification of acceptance of the bid, in the amount of Twenty Thousand Dollars ($20,000.00). The Bond is 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 operation of the Contractor. AFFIRMATIVE ACTION PROGRAM The successful Bidder and any subcontractors will be required to execute and have approved an Affirmative Actions Program or Update before beginning work on the project, if they have been awarded an aggregate of $10,000 in city projects during the current calendar year. METHOD OF PAYMENT TO CONTRACTOR Payment to the contractor for services performed shall be paid on a monthly basis. Payments shall be based on the actual number of acres mowed during the previous period. A detailed bill of completed work must be received and approved by the Planning and Zoning Department for Mowing located at 715 Mulberry St., Waterloo, Iowa before payments will be made. Actual number of acres mowed must agree with numbers recorded by the Planning and Zoning Department. The billing shall include: • Address of properties • Area or time billed for (depending on bid proposals) Published by order of the City Council of said City of Waterloo, Iowa, on the day of , 2020 City of Waterloo, Iowa, Kelley Felchle, City Clerk Page 267 of 464 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT INSTRUCTION TO BIDDERS I. EXPLANATION TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Request for Proposals must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of the Request for Proposals and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Bid Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. II. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Planning and Zoning Department. Before submitting a bid, each bidder shall carefully read the specifications and all other contract documents. Each bidder shall be fully informed, prior to the bidding, as to all existing conditions and limitations under which the work is to be performed and shall include in this bid a sum to cover the cost of all items necessary to perform the work as set forth in the contract documents. No allowance will be made to any bidder because of lack of such examination or knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made such examination. The bidder's attention is directed to the fact that all applicable state laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over the project shall apply to the Contract throughout and they shall be deemed to be included in the Contract the same as though herein written out in full. III. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or withdrawals thereof received at the office designated in the Request for Proposals and Notice to Bidders after the exact time set for closing of bids will not be considered. However, a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City, will be considered at any time it is received and may thereafter be accepted. Bids may be withdrawn by written request received from bidders prior to the time set for closing of bids. IV. PUBLIC OPENING OF BIDS Bids will be publicly opened at the specified time and place for opening in the Request for Proposals and 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 by representative. V. 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 it 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 include with the bid, a Non -Collusion Affidavit in the form herein provided, to the effect that it 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. Page 268 of 464 VI. MBE/WBE CONTRACT COMPLIANCE PROGRAM All Bidders have the responsibility to comply with the City of Waterloo MBE/WBE Contract Compliance Program. City of Waterloo Contract Compliance: Rudy D. Jones, Director Community Development Board 620 Mulberry Street Suite 202 Waterloo, Iowa 50703 (319) 291-4429 VII. 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 project 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. VIII. STATEMENT OF BIDDER'S QUALIFICATIONS Each Bidder shall, upon request of the Planning and Zoning Department submit on the form furnished a statement of the Bidder's qualifications, his/her experience record in completing the type of project proposed, and equipment available for the work contemplated; and when requested, a detailed financial statement. The Planning and Zoning Department shall have the right to take such steps as it deems necessary to determine the ability of the Bidder to perform obligations under the Contract; and the Bidder shall furnish the Planning and Zoning Department 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 Planning and Zoning Department that the Bidder is qualified to carry out properly the terms of the Contract. IX. EXECUTION OF AGREEMENT, BOND, 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, an agreement in the form included in the contract documents in such number of copies as the City, 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 surety 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 the 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 it in performing the work. Such bond 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 bond. 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 Conditions. 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 Named Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the same amounts for approval before each commences work. The contractor shall carry or require that there be Worker's Compensation insurance for all its employees and those of its subcontractors engaged in work at the site, in accordance Page 269 of 464 with State Worker's Compensation Laws. D. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City, may grant, based upon reasons determined sufficient by the City, may either award the contract to the next lowest responsible bidder or re - advertise for bids, and may charge against the bidder the difference between the amount of the bid and the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re -advertising, the defaulting bidder shall have no claim against the City of Waterloo, or Planning and Zoning Department for a refund. Page 270 of 464 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT GENERAL CONDITIONS Definitions Whenever used in any of the Contract Documents, these terms shall be defined as follows: Contract - means the Contract or Agreement executed by and between the City of Waterloo and the Contractor. Owner or Local Public Agency (LPA) - means the Planning and Zoning Department. Contractor - means the person, firm or corporation entering into the Contract with the City of Waterloo, to maintain properties as described in the Specifications provided. Contract Documents - means and shall include the following: Executed Contract or Agreement, Addenda (if any), Invitation for Bids, Instructions to Bidders, Signed copy of Bid, General Conditions, Special Conditions, Specifications, and (Plans or Drawings when required). Superintendence by Contractor Except where the Contractor is an individual and gives personal superintendence to the work, the Contractor shall provide a competent superintendent, satisfactory to the Planning and Zoning Department/City of Waterloo, on the work site at all times during working hours with full authority of the Contractor. The Contractor shall also provide an adequate staff to properly coordinate and expedite the work. The Contractor shall lay out and be responsible for all work executed under this Contract. The Contractor shall verify all information before proceeding with the work and be held responsible for any error resulting from failure to do so. Other Contracts The City of Waterloo may award or may have awarded other Contracts for additional work, and the Contractor shall cooperate fully with other Contractors, by scheduling work under this Contract with that to be performed under other Contracts as may be directed by the Planning and Zoning Department/City of Waterloo. The Contractor shall not commit or permit any act in which will interfere with the performance of work by any other Contractor as scheduled. Fitting and Coordination of the Work The Contractor shall be responsible for the proper fitting of all work and for the coordination of the operations of all Subcontractors engaged upon this Contract. The Contractor shall be prepared to guarantee to each Subcontractor the locations and measurements which they may require for the fitting of their work to all surrounding work. Care of Work The Contractor shall be responsible for all damages to person or property that occur as result of negligence in connection with the execution of work and shall be reasonable for the proper care and protection of all materials delivered and work performed until completion and final acceptance by the Planning and Zoning Department. The Contractor shall provide sufficient security, both day and night, including weekends and holidays, from the time the work is commenced until final completion and acceptance, except when work being performed does not require protection. The Contractor shall be responsible for any loss of work, materials, equipment or time due to acts of any person on the project site. Therefore, it is the responsibility of the Contractor to determine when security is needed. Page 271 of 464 The Contractor shall avoid damage to existing sidewalks, streets, curbs, pavements, structures, and utilities except those which are to be replaced or removed. Any damage caused by the Contractor's operation shall be completely repaired at no expense to the Owner. General Requirements The Contractor shall be responsible for being informed as to all existing conditions and limitations under which the work is to be performed. No extra allowance will be made because of lack of such examination or knowledge. The Contractor shall not disturb existing walks, drives, parking areas, trees, shrubs, or turf areas outside the limits of the project. If disturbed, these items shall be replaced by the Contractor at no cost to the City or the Owner. Trees and shrubs located in or near the project area shall be protected by the Contractor from damage by workers and equipment during time of performing services. Upon request, the City Forester will determine the extent of protection necessary for the trees. Permits and Codes The Contractor shall give all notices required by, and comply with all applicable municipal and state laws, ordinances and codes. Liability Insurance The Contractor shall at all times during the term of the Agreement maintain in full force and effect, at its own expense, Employer's Liability, Worker's Compensation, Automobile, Public Liability and Property Damage Insurance, and other insurance and bonds as set forth below, including contractual liability coverage for the indemnity and hold harmless provisions of this Agreement. Each policy shall require at least 30 days' advance written notice to the City in the event of cancellation or material change in terms. The City of Waterloo, Iowa shall be specifically named as an additional insured on all insurance. Such coverages shall be primary, non-contributing and contain waivers of subrogation against any coverage held by the City. Before commencement of work hereunder, the Contractor agrees to furnish the City with certificates of insurance or other evidence satisfactory to the City to the effect that such insurance has been procured and is in force. Insurance coverages shall comply with the limits specified below: Coverages Worker's Compensation Employer's Liability Bodily Injury Liability (Except automobile) Property Damage Liability (Except automobile) Automobile Bodily Injury Liability Excess Liability Automobile Property Damage Liability Limits of Liability Statutory $500,000 $1,000,000 each occurrence $1,000,000 each occurrence $1,000,000 each occurrence $5,000,000 $1,000,000 each occurrence Removal of Debris, Cleaning, Etc. The Contractor shall periodically, or as directed during the progress of the work, remove and legally dispose of all surplus material and debris, and keep the project area reasonably clean. Upon completion of the work, the Contractor shall remove all debris and equipment provided for the work and put the whole site of the work in a neat and clean condition. Page 272 of 464 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT SPECIFICATIONS for 2020 MOWING (April 6, 2020-October 31, 2020) SCOPE OF WORK The Contractor shall provide all labor, equipment and material necessary to mow and from designated areas in accordance with these specifications. References in these specifications to the Planning and Zoning Department shall include the City of Waterloo. PROPERTY MOWING Each lot will be mowed on an as needed basis. The City will be in charge of any large item and tire removal clean up that will be done on any of these properties. Contact the Planning and Zoning Department (319.291.3820) for pickup. Mowing height will be four (4") maximum. Contractor shall be able to abate hedge/volunteer trees where necessary for clearance of sidewalks and other rights -of - way. Also after mowing property, it shall meet city codes and excess grass removed from the property and sidewalk. If for any reason Planning and Zoning finds that a property is not in satisfactory condition after the contractor has done the mowing, the contractor shall return to the property and make the necessary corrections without additional costs to the City. On occasion, the next door neighbor may mow a city owned lot at their expense. If the contractor arrives at the property, and the property has been mowed, the contractor shall not bill the city for that parcel. VACANT LOTS There are approximately 220 city owned lots as a part of this contract. A majority of the lots are vacant however, there are approximately 18 dilapidated structures awaiting demolition. The number of lots may vary as the city acquires multiple properties a year through its Dilapidated Housing Taskforce and Iowa Code 657A and through the sale of city owned property. SITE CLEAN-UP Prior to each mowing the Contractor shall remove all trash and debris including paper, branches, rocks, and other portable objects. All trash and debris shall be legally disposed of, off site, at no additional expense to the Planning and Zoning Department. Additionally, the contractor shall be responsible for cleaning up and repairing all damage created by mowing operations. This includes adding soil and seeding damaged areas as needed. SCHEDULING OF WORK The Planning and Zoning Department may add or delete mowing of areas based on growing conditions budget constraints or some lots may be sold throughout the year. GRASS CUTTING Grass shall be cut to an even height of four inches (4"). Grass cutting shall be accomplished in a manner so as not to result in scalping, bunching, rutting, uneven or rough cutting. All scalping, bunching, rutting or uneven rough cutting shall be promptly remedied by the Contractor to the satisfaction of the Planning and Zoning Department with no additional cost to the Planning and Zoning Department. Grass clippings shall not be blown, left or land on any road surfaces in accordance with applicable laws and City ordinances. In areas such as narrow medians, clippings shall be bagged or mulched straight down. Page 273 of 464 TRIMMING Along with each mowing, the Contractor shall trim around trees, shrubs, poles, fences and other objects to match the height and appearance of the surrounding vegetation. Only upon request of the Planning and Zoning Department will you be required to edge vegetation growing over curb and sidewalk. DAMAGE PROTECTION The Contractor shall avoid damage to existing sidewalks, streets, curbs, pavements, structures, signs, mailboxes, fences, benches, utilities, and other fixtures. Any damage caused by the Contractor shall be completely repaired at no additional cost to the Planning and Zoning Department. All work shall be done in a manner so as not to result in damage to trees or shrubs. At no time shall any mowing or trimming equipment come in contact with any tree or shrub. Any tree or shrub damaged by the Contractor shall be replaced at the direction of the Planning and Zoning Department with no additional cost to the Planning and Zoning Department. The Contractor shall avoid damage to turf grass and underlying soil and grade. Any rutting and related turf loss and erosion damage shall be promptly remedied by the Contractor to the satisfaction of the Planning and Zoning Department with no additional cost to the Planning and Zoning Department. The Contractor shall take all necessary precautions to protect pedestrians and motorists from personal injury and property damage. All equipment safety guards shall remain intact and serviceable. The Contractor shall carry liability insurance as detailed in the GENERAL CONDITIONS to cover any damage claims. REQUIRED EQUIPMENT The Contractor shall have sufficient and proper equipment to perform all work in a safe and timely manner. Types of mowing equipment required for this contract: Line trimmers Walk -behind mowers Utility tractors with heavy-duty mowers Hedge trimmers Types of alley/sidewalk overgrowth equipment required for this contract in addition to equipment listed above: Pull behind trailer or usable truck bed Tarps or enclosed trailer for hauling brush when required Note: City ordinance requires all loads being transported must be completely covered. The City is not responsible for paying any fines you may be issued. For larger parcels that are overgrown contractor shall have access to a brush hog type of mower so that contractor can meet the city's timeframe requirements. Excess amounts of cut grass and vegetation will need removed and not left on parcels. Equipment listed on the Bid Form will be reviewed by the Planning and Zoning Department to determine whether it is adequate for this mowing contract. CONTRACTOR OR THEIR DESIGNEE MUST BE REACHABLE BY PHONE MONDAY THROUGH FRIDAY 8:00 A.M. TO 5:00 P.M. Page 274 of 464 BIDDER: CITY OF WATERLOO, IOWA Planning AND ZONING DEPARTMENT BID FORM for 2020 MOWINGS ADDRESS: COMPANY NAME PHONE: ( ) 1. The undersigned, being a Corporation existing under the laws of the State of , or a limited liability company existing under the laws of the State of , or a Partnership consisting of the following partners: having been familiarized with the existing conditions on the project area affecting the cost of the work, and with all the Contract Documents now on file in the offices of the City Clerk, City Hall, 715 Mulberry Street, Waterloo, Iowa, and the Planning and Zoning Department, 715 Mulberry Street, Waterloo, Iowa hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment, and services, including utility and transportation services required to complete the proposed MOWINGS, in accordance with the contract documents and for the unit price in place for the following amount: OPTION A: Provide all specified as needed mowing and trimming services for city owned lots under 1 acre: Price per lot less than one acre. Price Per Occurrence: dollars ($ ) OPTION B: Provide all specified as needed mowing and trimming services on lots 1 acre or more. Price per acre for lots one acre or more. Price Per Occurrence: dollars ($ ) 2. In submitting this bid, the Bidder understands that the City reserves the right to reject any or all bids and to award one or more contracts for a single Option, all Options together, or any combination of Options. If written notice of acceptance of this Bid is mailed or delivered to the undersigned within thirty (30) days after Bid Opening, of at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of insurance within ten (10) days after the agreement is presented for signature, and start work within ten (10) days after "Notice to Proceed" is issued. 3. Security in the sum of dollars ($ ) Page 275 of 464 in the form of , is submitted herewith in accordance with NOTICE TO BIDDERS. 4. Attached is a Non -Collusion Affidavit of Prime Contractor. 5. The Bidder is prepared to submit a financial and experience statement upon request. 6. 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. 7. The Bidder has received the following Addendum or Addenda: Addendum No. Date: / / / / / / 8. The Bidder shall list the MBE/WBE subcontractors, amount of subcontracts and bid items listed on the City of Waterloo Minority and /or Women Business Pre -bid Contract Information Form submitted with this Bid Form. 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 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 9. The Bidder shall list all equipment available for this project: 10. The Bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 11. The bidder has attached all applicable forms. 12. The owner reserves the right to select alternatives, delete line items, and/or to reduce quantities prior to the Award of Contract due to budgetary limitations. SIGNED: DATE: / / Name and Title Page 276 of 464 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon request of the City of Waterloo, Iowa.) All questions shall be answered and the data 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 desired. 1. Name of Bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation, where 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 the contract. 12. Experience in landscape work similar in importance to the 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. Dated this day of , 20 Name of Bidder By: Title: Page 277 of 464 State of ) ) ss County of ) , being duly sworn deposes and says that she/he is of Name of Organization and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires , 20 Page 278 of 464 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as Principal, and as Surety are held and firmly bound unto the CITY OF WATERLOO , Iowa, hereinafter called "OWNER." In the penal sum Dollars ($ ) lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the day of , 20 , for NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety, have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of , A.D. 201 (Seal) Principal By (Title) (Seal) Witness Surety By Witness Attorney -in -fact Page 279 of 464 State of County of NON -COLLUSION AFFIDAVIT OF PRIME BIDDER ) ) ) , 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. Signature Title S u,b-s-cv a ed' c d M-wo-V / to b-e fo e' wi e/ thi4/ day of , 2020. Si#nottuvei T My e/xpi,re47 Page 280 of 464 NON -COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) 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 2020 MOWINGS in Waterloo, Black Hawk County, Iowa; 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; 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. Signature Title S u s-craw,c' a.vuL kwo-Vw to b-e fzWe' wi e/ thi4/ day of , 2020. S igrva,tikre/ rate, My ep(re Page 281 of 464 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 contractor, 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 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. Page 282 of 464 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 283 of 464 REQUEST FOR PROPOSALS —2020 MOWINGS The City of Waterloo is soliciting proposals to provide equipment and labor for mowing of City of Waterloo properties (the "Services") on a scheduled or as -needed basis. All proposals shall include a complete price quote. Conditions governing the Services are contained in Exhibit "A", the proposed form of Contract, attached to this RFP and by this reference incorporated herein. A. SUBMITTING AND OPENING PROPOSALS All proposals must be received in a sealed envelope in the City's Clerk's office (date and time stamped) by Thursday, April 2, 2020 at 1:00 p.m., Central Time (our clock) in order to be considered. The City Clerk's office is located at 715 Mulberry St., Waterloo, Iowa 50703. Proposals sent electronically or via facsimile will not be accepted. The mailing container or envelope shall be plainly marked on the outside with the notation "SEALED RFP FOR 2020 MOWINGS," and the name of the company submitting the proposal. The City is not responsible for delays occasioned by the U.S. Postal Service, the internal mail delivery system of the City, or any other means of delivery employed by the Proposer. Similarly, the City is not responsible for, and will not open, any proposal responses that are received later than the date and time stated above. Late proposals will be retained in the RFP file, unopened. No responsibility will be attached to any person for premature opening of a proposal not properly identified. Proposals will be opened on Thursday, April 2, 2020, at 1:00 p.m. Central Time in the City Clerk's office at City Hall, 715 Mulberry Street, Waterloo. The main purpose of this opening is to reveal the name(s) or the Proposer(s), not to serve as a forum for determining the awarded proposal(s). B. SCOPE OF SERVICES Services to be performed by the successful respondent (the "Contractor") for the City will be those described in the form of Contract attached hereto as Exhibit "A" and the Specifications, which generally include but are not limited to mowing properties on an as -needed basis. C. REQUIRED INFORMATION: 1. See the Waterloo Planning Department bid form. All bids must be submitted on said bid form. 2. Important Exceptions to Contract Documents — The Proposer shall clearly state in the submitted proposal any exceptions to, or deviations from, the minimum proposal requirements, and any exceptions to the terms and conditions of this RFP. Such exceptions or deviations will be considered in evaluating the proposals. Companies are cautioned that exceptions taken to this RFP may cause their proposal to be rejected. 3. Incomplete Information — Failure to complete or provide any of the information requested in this RFP may result in disqualification by reason of non -responsiveness. Page 284 of 464 D. AWARD OF CONTRACT 1. Final selection of a contractor will be made of the responsive and responsible firm whose proposal, conforming to these documents, is most advantageous and offers the greatest overall value to the City of Waterloo with regard to the criteria detailed and the specifications set forth herein. The City will evaluate proposals in light of all factors it considers relevant, including but not limited to price, prior dealings, reputation, knowledge, skills, demonstrated commitment of the humane treatment of animals, demonstrated experience in managing and working with animals, nature and quality of facilities, and other information provided by the proposer in response to this RFP. 2. The City reserves the right to accept or reject any or all proposals and to waive any informalities or irregularities in proposals if such waiver does not substantially change the offer or provide a competitive advantage to any proposer. The City reserves the right to defer acceptance of any proposal for a period not to exceed sixty (60) calendar days from the date of the deadline for receiving proposals. 3. The City may select a proposer based on an "all or none" proposal, on individual responses, or as is otherwise deemed to be in the best interest of the City. 4. A Proposer's submission of a proposal constitutes its acceptance of the City's evaluation technique described in this section and its recognition and acceptance that subjective judgments will be used by the evaluators in the evaluation. 5. Any Contract award(s) made by the City of Waterloo is subject to prior approval by the City of Waterloo City Council. 6. After award, the Proposer will be required to enter into a written contract with the City that is substantially in the form attached hereto as Exhibit "A". 7. In the event a contract is terminated between both parties for any said reason, the City of Waterloo will award the contract by offer to the next qualified bidder. The City of Waterloo reserves the right to award only those proposals that were opened in the City Clerk's Office on Thursday, April 2, 2020. E. MISCELLANEOUS 1. Questions regarding will be directed to Chris Western in the Planning and Zoning Department, 319.291.4366, Monday through Friday from 8:00 a.m. to 5:00 p.m. 2. This Request for Proposal does not commit the City to make an award, nor will the City pay any costs incurred in the preparation and submission of proposals, or costs incurred in making necessary studies for the preparation of proposals. Page 285 of 464 F. GENERAL TERMS AND CONDITIONS OF PROPOSAL 1. LANGUAGE, WORDS USED INTERCHANGEABLY — The word CITY refers to the CITY OF WATERLOO, IOWA throughout these Instructions and Terms and Conditions. Similarly, PROPOSER refers to the person or company submitting an offer to sell its goods or services to the CITY, and CONTRACTOR refers to the successful bidder. 2. PROPOSER QUALIFICATIONS - No Proposal shall be accepted from, and no contract will be awarded to, any person, firm or corporation that is in arrears to the City upon debt or contract, that is a defaulter, as surety or otherwise, upon any obligation to the City, or that is deemed irresponsible or unreliable by the City. If requested, Proposers shall be required to submit satisfactory evidence that they have a practical knowledge of the particular supply/service proposal and that they have the necessary financial resources to provide the proposed supply/service as described in this Request for Proposal. 3. SPECIFICATION DEVIATIONS BY THE PROPOSER - Any deviation from this specification MUST be noted in detail, and submitted in writing in the Proposal. Completed specifications should be attached for any substitutions offered, or when amplifications are desirable or necessary. The absence of the specification deviation statement and accompanying specifications will hold the Proposer strictly accountable to the specifications as written herein. Failure to submit this document of specification deviation, if applicable, shall be grounds for rejection of the item when offered for delivery. If specifications or descriptive papers are submitted with Proposals, the Proposer's name should be clearly shown on each document. 4. SPECIFICATION CHANGES, ADDITIONS AND DELETIONS - All changes in Proposal documents shall be through written addendum. Verbal information obtained otherwise will NOT be considered in awarding of Proposals. 5. PROPOSAL CHANGES - Proposals, amendments thereto, or withdrawal requests received after the time advertised for Proposal opening, will be void regardless of when they were mailed. 6. HOLD HARMLESS AGREEMENT - The Contractor agrees to protect, defend, indemnify and hold harmless the City of Waterloo, its officials, officers, employees and agents, from and against any and all claims and damages of every kind and nature made, rendered or incurred by or in behalf of every person or company whatsoever, including the parties hereto and their employees, that may arise, occur, or grow out of any acts, actions, work or other activity done by the Contractor, its employees, subcontractors or any independent contractors working under the direction of either the Contractor or subcontractor in the performance of the contract. 7. PROPOSAL CURRENCY/LANGUAGE - All proposal prices shall be shown in US Dollars ($). All prices must remain firm for the duration of the contract regardless of the exchange rate. All proposal responses must be submitted in English. 8. PAYMENTS - Payments will be made for all goods/services delivered, inspected and accepted within 30 days after acceptance and on receipt of an original invoice. 9. MODIFICATION, ADDENDA & INTERPRETATIONS - Any apparent inconsistencies, or any matter requiring explanation or interpretation, must be inquired into by the Proposer in writing at least 72 hours (excluding weekends and holidays) prior to the time set for the Proposal opening. Any and all such interpretations or modifications will be in the form of written addenda. All addenda shall become part of the contract documents and shall be acknowledged and dated on the signature page. 10. LAWS AND REGULATIONS - All applicable State of Iowa and federal laws, ordinances, licenses and regulations of a governmental body having jurisdiction shall apply to the award throughout as the case may be, and are incorporated herein by reference. 11. SUBCONTRACTING - No portion of this Proposal may be subcontracted without the prior written approval by the City. 12. ELECTRONIC SUBMITTAL - Telegraphic and/or proposal offers sent by electronic devices (e.g. facsimile machines) are not acceptable and will be rejected upon receipt. Proposers will be expected to allow adequate time for delivery of their proposal either by airfreight, postal service, or other means. 13. CANCELLATION - Either party may cancel the contract in the event that a petition, either voluntary or involuntary, is filed to declare the other party bankrupt or insolvent or in the event that such party makes an assignment for the benefit of creditors. 14. ASSIGNMENT - Proposer shall not assign the contract or any monies to become due thereunder without the prior written consent of the City. Any assignment or attempt at assignment made without such consent of the City shall be void. 15. TAXES - The City of Waterloo is exempt from sales tax and certain other use taxes. Any charges for taxes from which the City is exempt will be deducted from invoices before payment is made. 16. PROPOSAL INFORMATION IS PUBLIC — All documents submitted with any proposal and the proposal shall become public documents and subject to Iowa Code Chapter 22, which is otherwise known as the "Iowa Open Records Law". By submitting any document to the City of Waterloo in connection with a proposal, the submitting party recognizes this and waives any claim against the City of Waterloo and any of its officials, officers and employees relating to the release of any document or information submitted. Each submitting party shall hold the City of Waterloo and its officials, officers and employees harmless from any claims arising from the release of any document or information made available to the City of Waterloo arising from any proposal opportunity. Page 286 of 464 EXHIBIT A CONTRACT PROVISIONS CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT CONTRACT for 2020 MOWING This Contract for mowing (the "Contract") is made and entered into on April 6, 2020, Waterloo, Iowa (the "City"), and (the "Contractor"). 1. The Contractor shall furnish all supervision, technical personnel, labor, materials, all work required for the Contract work as described in the Specifications. 2. The Contract Documents shall consist of the following: a. b. c. d. e. f. g• This Contract Request for Proposals Notice of Hearing Instruction to Bidders Signed copy of Bid General Conditions Specifications by and between the City of supplies and equipment to perform These documents form the Contract Documents and are all fully incorporated as a part of this Contract as if attached to this Contract or set forth in full herein. In the event of any conflict or ambiguity among the Contract Documents, the document in the order set forth above that first addresses the issue or provision in question shall be govern. 3. The Contractor agrees to commence the work within twenty-four (24) hours after the City issues a "Notice to Proceed" and to complete the work within the given time frame. Time is of the essence in the performance of duties under this Contract. The Contractor also agrees to the following: a) The Contractor will remove all litter, garbage, or junk on vacant lots and/or vacant properties that would be cause the Contractor not to be able to fulfill the obligation of weed/grass removal at their own cost. b) Contractors will abide by ordinance sections a. 7-1-2B(1) Contractors will not be permitted to transfer grass onto or across any city street or alley. In the event grass is transferred into the street, it shall be removed by the Contractor. b. 7-1-2F Contractors will not be permitted to blow weeds/grass onto or across any street or alley. In the event weeds/grass is transferred into the street it shall be removed by the Contractor c) Contractors shall bag all weeds/grass taller than 12" in residential areas and dispose of the rubbish properly. Disposal can be done at the City of Waterloo Yard Waste Site located at 2749 Independence Ave., Waterloo, Iowa. d) Contractors are not to mow or trim any flowers or gardens unless specified by the Planning and Zoning Department. Contractors will trim around all trees, telephone poles, fences, structures, curbs and on the backside of alleys. In the event the Planning and Zoning Department finds that the Contractor did not fulfill its obligation, the Contractor will be required to go back to the property at no additional cost to the city or owner of the property. Contractor shall remove all involuntary vines, brush, or trees along any fence and the portion of property to the alley when referral is given by the Planning and Zoning Department. h) Properties found in compliance upon arrival of contractor, will not result in additional charges to the City of Waterloo from the Contractor. e) 0 g) Page 287 of 464 4. The Contractor agrees to comply with and obey all ordinances of the City of Waterloo relating to the obstruction of streets and alleys, keeping open passageways for water and traffic, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness. 5. Except as to any negligence of City, its officials, officers, employees or agents in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in performing the work contemplated by this Contract. 6. Contractor shall be responsible for all damage to public or private property. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 7. The Contractor shall have no cause of action against the City on account of delays and prosecution of work, but the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. 8. The City, at its sole discretion and without waiving any claims or rights, may allow for partial payment for the work included on an invoice for which all services have not been delivered or accepted. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third -party claims filed or reasonable evidence that a claim will be filed, or other reasonable cause. 9. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor, then City may declare that Contractor is in default hereunder and may terminate this Contract by delivery to Contractor of written notice of termination, and/or take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder. Contractor shall be entitled to only one such notice, and in connection with any subsequent breach then City may terminate this Contract upon seven (7) days' advance written notice. In the event of termination, the Contractor shall be compensated for all necessary services performed through the termination date. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 10. In addition to paragraph 9 above, this Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time without cause by delivering to Contractor twenty-one (21) days' advance written notice of termination. 11. Contractor may not assign, delegate or subcontract any of its duties hereunder without the prior written consent of City. 12. Because time is of great importance when completing work, the Contractor must notify the City of Waterloo at least two (2) weeks in advance including who will be filling in for them for any planned time off. 13. Any notice under this Contract shall be in writing and shall be delivered in person or by United States registered or certified mail, postage prepaid and addressed: Page 288 of 464 City Contractor City of Waterloo, Iowa 715 Mulberry St. Waterloo, Iowa 50703 Attn: City Clerk Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, or (ii) three (3) business days following the date of deposit if mailed as stated above. 14. Nothing in this Contract shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the parties nor, except as expressly set forth herein, to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. Contractor is an independent Contractor. 15. This Contract shall be binding upon and inure to the benefit of the parties and the respective successors and assigns of each. 16. In the event any provision of this Contract is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 17. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except by the mutual written agreement of the parties. 18. 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 the work, the City agrees to pay the Contractor as set forth on Exhibit "A" attached hereto. IN WITNESS WHEREOF, the parties have executed this Contract for Mowing by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR Mayor Name of Contractor City Clerk By: Title: Page 289 of 464 CITY OF WATERLOO, IOWA PLANNING AND ZONING DEPARTMENT CONTRACT for 2020 MOWING This Contract for mowing (the "Contract") is made and entered into on , 2020, by and between the City of Waterloo, Iowa (the "City"), and (the "Contractor"). 1. The Contractor shall furnish all supervision, technical personnel, labor, materials, supplies and equipment to perform all work required for the Contract work as described in the Specifications. 2. The Contract Documents shall consist of the following: h. This Contract i. Request for Proposals j. Notice of Hearing k. Instruction to Bidders 1. Signed copy of Bid m. General Conditions n. Specifications These documents form the Contract Documents and are all fully incorporated as a part of this Contract as if attached to this Contract or set forth in full herein. In the event of any conflict or ambiguity among the Contract Documents, the document in the order set forth above that first addresses the issue or provision in question shall be govern. 3. The Contractor agrees to commence the work within twenty-four (24) hours after the City issues a "Notice to Proceed" and to complete the work within the given time frame. Time is of the essence in the performance of duties under this Contract. The Contractor also agrees to the following: a) The Contractor will remove all litter, garbage, or junk on vacant lots and/or vacant properties that would be cause the Contractor not to be able to fulfill the obligation of weed/grass at their own cost. b) Contractors will abide by ordinance sections a. 7-1-2B(1) Contractors will not be permitted to transfer grass onto or across any city street or alley. In the event grass is transferred into the street, it shall be removed by the Contractor. b. 7-1-2F Contractors will not be permitted to blow weeds/grass onto or across any street or alley. In the event weeds/grass is transferred into the street it shall be removed by the Contractor c) Contractors shall bag all weeds/grass taller than 12" in residential areas and dispose of the rubbish properly. Disposal can be done at the City of Waterloo Yard Waste Site located at 2749 Independence Ave., Waterloo, Iowa. d) Contractors are not to mow or trim any flowers or gardens unless specified by the Planning and Zoning Department. e) Contractors will trim around all trees, telephone poles, fences, structures, curbs and on the backside of alleys. f) In the event the Planning and Zoning Department finds that the Contractor did not fulfill its obligation, the Contractor will be required to go back to the property at no additional cost to the city or owner of the property. g) Contractor shall remove all involuntary vines, brush, or trees along any fence and the portion of property to the alley when referral is given by the Planning and Zoning Department. h) Properties found in compliance upon arrival of contractor, will not result in additional charges to the City of Waterloo from the Contractor. i) Unless prior approval has been given, the City of Waterloo will only be obligated to pay for the work of two people per referral. 4. The Contractor agrees to comply with and obey all ordinances of the City of Waterloo relating to the obstruction of streets and alleys, keeping open passageways for water and traffic, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness. Page 290 of 464 5. Except as to any negligence of City, its officials, officers, employees or agents in the performance of any duty under this Contract, and to the extent not covered by insurance maintained by Contractor, Contractor agrees to defend and indemnify City, its officials, officers, employees and agents, and to hold same harmless, from and against any and all claims, demands, causes of action, losses, costs, or liabilities whatsoever, including but limited to reasonable attorneys' fees and expenses, arising from or in connection with the acts or omissions of Contractor in performing the work contemplated by this Contract. 6. Contractor shall be responsible for all damage to public or private property. If public or private property is damaged by Contractor and is not repaired in a timely manner as determined by City, City has the option of having the damage repaired at the Contractor's expense, to be reimbursed to the City or withheld from future payments to Contractor hereunder. 7. The Contractor shall have no cause of action against the City on account of delays and prosecution of work, but the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. 8. The City, at its sole discretion and without waiving any claims or rights, may allow for partial payment for the work included on an invoice for which all services have not been delivered or accepted. The City may withhold payment for reasons including, but not limited to, the following: unsatisfactory job performance or progress, defective work, disputed work, failure to comply with material provisions of the Contract, third -party claims filed or reasonable evidence that a claim will be filed, or other reasonable cause. 9. In the event that Contractor defaults in the performance or observance of any covenant, agreement or obligation set forth in this Contract, and if such default remains uncured for a period of seven (7) days after notice thereof shall have been given by City to Contractor, then City may declare that Contractor is in default hereunder and may terminate this Contract by delivery to Contractor of written notice of termination, and/or take whatever other action at law or in equity may be necessary or desirable to enforce the obligations and covenants of Contractor hereunder. Contractor shall be entitled to only one such notice, and in connection with any subsequent breach then City may terminate this Contract upon seven (7) days' advance written notice. In the event of termination, the Contractor shall be compensated for all necessary services performed through the termination date. No delay in enforcing the provisions hereof as to any breach or violation shall impair, damage or waive the right of City to enforce the same or to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. In the event that City prevails against Contractor in a suit or other enforcement action hereunder, Contractor agrees to pay the reasonable attorneys' fees and expenses incurred by City. 10. In addition to paragraph 9 above, this Contract may be terminated at any time, in whole or in part, upon the mutual written agreement of the parties. City may also choose to terminate this Contract at any time without cause by delivering to Contractor twenty-one (21) days' advance written notice of termination. 11. Contractor may not assign, delegate or subcontract any of its duties hereunder without the prior written consent of City. 12. Because time is of great importance when completing referral work, the Contractor must notify the City of Waterloo at least two (2) weeks in advance including who will be filling in for them for any planned time off. 13. Any notice under this Contract shall be in writing and shall be delivered in person or by United States registered or certified mail, postage prepaid and addressed: City City of Waterloo, Iowa 715 Mulberry St. Waterloo, Iowa 50703 Contractor Page 291 of 464 Attn: City Clerk Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, or (ii) three (3) business days following the date of deposit if mailed as stated above. 14. Nothing in this Contract shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the parties nor, except as expressly set forth herein, to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. Contractor is an independent Contractor. 15. This Contract shall be binding upon and inure to the benefit of the parties and the respective successors and assigns of each. 16. In the event any provision of this Contract is held invalid, illegal, or unenforceable, whether in whole or in part, the remaining provisions of this Contract shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any provision of this Contract is invalid, illegal, or unenforceable as written, but that by limiting such provision it would become valid, legal, and enforceable, then such provision shall be deemed to be written and shall be construed and enforced as so limited. 17. This Contract, together with the Contract Documents, constitutes the entire agreement between the parties pertaining to the subject matter hereof. This Contract may not be modified or amended except by the mutual written agreement of the parties. 18. 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 the work, the City agrees to pay the Contractor as set forth on Exhibit "A" attached hereto. IN WITNESS WHEREOF, the parties have executed this Contract for Mowing by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA CONTRACTOR Mayor City Clerk Name of Contractor By: Title: Page 292 of 464 CITY OF WATERLOO Bid Tabulation 2020 MOWING CONTRACT FOR CITY OWNED LOTS GENERALLY ACQUIRED THROUGH IOWA CODE 657A April 2, 2020 PER ACRE NAME & ADDRESS BID OPTION A BID OPTION B BID SECURITY B&B Lawn Care Inc Waterloo, Iowa $9.74 $9.74 $1,500 CK #032626 Speedy's Lawn Care Services Wellsburg, Iowa $45 $100 $1,500 CK #019105 James Adams Waterloo, Iowa $17 $43 $1,500 CK #5244 Wilson Custom Tree Cresco, Iowa $25 $52.50 5% Polo Green Landscaping and Lawn Care Services LLC Hubbard, Iowa $16.98 $54 $1,500 CK #019116 Page 293 of 464 CITY OF WATERLOO Council Communication Resolution approving an Amendment to the Development and Minimum Assessment Agreement with Dolly James 2, LLC, and Hi Yield, LLC, originally approved on September 8, 2015, to re -assign the Agreement to 6 Comm Properties, LLC, adjusting completion and Minimum Assessment Agreement dates and include additional property within the project area, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/18/2020 REVIEWERS: Department Reviewer Action Date Planning & Zoning Even, LeAnn Approved 3/18/2020 - 2:25 PM ATTACHMENTS: Description Type ❑ 6 Comm Amendment to DA Backup Material ❑ Power Point Backup Material SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Alternative: Resolution approving an Amendment to the Development and Minimum Assessment Agreement with Dolly James 2, LLC, and Hi Yield, LLC, originally approved on September 8, 2015, to re -assign the Agreement to 6 Comm Properties, LLC, adjusting completion and Minimum Assessment Agreement dates and include additional property within the project area, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Approval of request The property in question was acquired for $102,000 (assessed value) in February 2013 and demolished due to its dilapidated state. This project would be in accordance with the redevelopment goals of the Downtown Master Plan for bringing additional residential opportunities to Downtown Waterloo. The project would start construction by summer of 2020, to allow the developers time to apply for State assistance, as well as final design work. NA NA Economic Development and Downtown Revitalization NA The City of Waterloo has been working to actively gain new multi -story residential developments in and near Downtown Waterloo to bring more Page 294 of 464 Background Information: Legal Descriptions: residents, visitors, and attractions to Downtown Waterloo. This Development Agreement is structured similar to the Development Agreement that was approved for the former Grand Hotel, in terms of tax incentives, and sale of property. The City acquired the site for $102,000 (assessed value) and demolished the building upon the site. This project, at $2,500,000 -- with the tax rebates at 42%, would still pay an estimated $34,000 in taxes the first year. The former building removed from the site, assessed at $102,000 would have been paying about $4,000 per year in taxes. Plus, this project will open up another 30 units in Downtown Waterloo, potential commercial business as well, bringing additional visitors, residents, commerce, and new construction to Downtown Waterloo. Lot No. 70 in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, except that part thereof lying Southeasterly of the center line of the party wall erected between Lot Nos. 69 and 70. AND Part of Lot Nos. 31 and 32 in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, commencing at the most Westerly corner of Lot No. 31, thence Northeasterly along the Southeasterly right of way line of West Sixth Street a distance of 43. 7 feet; thence Southeasterly to a point on a line that is parallel to and 2 feet Northwesterly of the Southeasterly line of Lot No. 32, which point is 55 feet Northeasterly of the Southwesterly line of Lot No. 32; thence Southeasterly along said parallel line 55 feet to the Southwesterly line of Lot No. 32; thence Northwesterly along the Southwesterly line of Lots 32 and 31 to the point of beginning. AND That part of the vacated alley in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, that lies Northwesterly of the Southwesterly extension of a line that is parallel to and 2 feet Northwesterly of the Southeasterly line of Lot No. 32 in said Fractional Block No. 14. Page 295 of 464 Preparer Information: Christopher S. Wendland, PO Box 596, Waterloo, Iowa 50704 Name Address City (319) 234.5701 Phone SPACE ABOVE THIS LINE FOR RECORDER AMENDMENT TO DEVELOPMENT AGREEMENT AND AMENDMENT TO MINIMUM ASSESSMENT AGREEMENT This Amendment to Development Agreement and Amendment to Minimum Assessment Agreement (the "Amendment") is entered into as of 2020 by and among Dolly James 2, LLC (the "Company"), Hi Yield, LLC (the "Affiliate"), 6 COMM Properties, LLC (the "Transferee") and the City of Waterloo, Iowa (the "City"). RECITALS A. Company, Affiliate and City are parties to that certain Development Agreement dated September 8, 2015 (the "DA"), concerning the development of land (the "Property") described on Exhibit "A" and adjoining land (the "Affiliate Property") described on Exhibit "B" to the DA. Company, Affiliate and City are also parties to that certain Minimum Assessment Agreement (the "MAA") pertaining to the Property and the Affiliate Property, dated as of the same date. The DA and MAA have been filed in the land records of Black Hawk County, Iowa, as Doc. No. 2016-9121. The parties desire to include additional land (the "New Property") within the Project area and to otherwise amend the DA and the MAA to modify the terms thereof as set forth in this Amendment. NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Within 60 days after approval of this Amendment by the City Council of the City of Waterloo, Company and Affiliate will deed the Property and the Affiliated Property to Transferee. Effective upon delivery to Transferee of a property executed deed, the DA and the MAA shall be automatically amended to remove Company and Affiliated from the Agreement and to substitute Transferee in place thereof. Thereafter, Company and Affiliate shall have no further duties under the Agreement, and Page 296 of 464 Page 2 Transferee shall be solely responsible to discharge all duties of Company and Affiliate thereunder, as well as any additional duties provided for in this Amendment. 2. Exhibit "A" of the DA and of the MAA is hereby stricken and the attached Exhibit "A" is substituted in place thereof. The effect of such amendment is to add the New Property to the Property already described in Exhibit "A". The parties agree that all references in the DA and the MAA to the Property shall include the New Property. 3. Following City council approval of this Amendment and of the sale and conveyance of the New Property to Transferee for the sum of $1.00, City will convey the New Property to Transferee on the same terms as are set forth in Section 1 of the DA, reserving an easement in favor of City and the public for use of an existing recreational trail that is located over and upon the New Property and for rights of reasonable access to said trail for purposes of inspection, maintenance, repair, replacement and removal, and further reserving an easement for any existing public utilities located in or beneath the vacated alley. If said recreational trail is damaged by Transferee, its employees, contractors or agents, during the Project, then Transferee agrees that it shall promptly repair such damage. If Transferee fails to do so within 60 days after written demand by City, City may undertake such repair and charge the cost thereof to Transferee, with interest to accrue at the rate of 6% per annum, compounded monthly, on any balance of such cost and expense that is not remitted to City within 30 days after billing. 4. Section 3 of the DA is amended to strike the last sentence of the first paragraph thereof and to substitute the following new sentence in its place: "Company and Affiliate or Transferee must obtain a building permit and begin construction by August 31, 2020 and substantially complete construction within fourteen (14) months thereafter." 5. The DA is hereby amended to strike the first sentence from Section 9 and to substitute the following new sentence in its place: "Provided that Company and Affiliate or Transferee have completed the Improvements as set forth herein and have executed the Minimum Assessment Agreement as set forth in Section 8, City agrees to rebate property tax (with the exceptions noted below) as follows: Year One through Year Twenty 75% rebate each year for any taxable value over the January 1, 2019 value of the Property, the Affiliate Property, and the New Property." 6. Section 1 of the MAA is amended to strike "December 31, 2017" therefrom and to substitute "October 31, 2021" in place thereof. 7. Section 2 of the MAA is amended to strike "December 31, 2047" therefrom and to substitute "December 31, 2051" in place thereof. Page 297 of 464 Page 3 8. Except as modified herein, the DA and MAA shall continue unmodified in full force and effect, including personal guaranties. Terms in this Amendment that are capitalized but not defined will have the same meanings herein that are ascribed to them in the DA or MAA, as applicable. The DA, MAA, and this Amendment shall inure to the benefit of and be binding upon the parties and their respective successors and assigns. IN WITNESS WHEREOF, the parties have executed this Amendment to Development Agreement and Amendment to Minimum Assessment Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA DOLLY JAMES 2, LLC HI YIELD, LLC By: Quentin M. Hart, Mayor Brent Dahlstrom, Manager Attest: 6 COMM PROPERTIES, LLC Kelley Felchle, City Clerk B • Brent Dahlstrom, Manager Page 298 of 464 EXHIBIT "A" Legal Description of Property (including New Property) Lot No. 70 in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, except that part thereof lying Southeasterly of the center line of the party wall erected between Lot Nos. 69 and 70. AND Part of Lot Nos. 31 and 32 in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, commencing at the most Westerly corner of Lot No. 31, thence Northeasterly along the Southeasterly right of way line of West Sixth Street a distance of 43.7 feet; thence Southeasterly to a point on a line that is parallel to and 2 feet Northwesterly of the Southeasterly line of Lot No. 32, which point is 55 feet Northeasterly of the Southwesterly line of Lot No. 32; thence Southeasterly along said parallel line 55 feet to the Southwesterly line of Lot No. 32; thence Northwesterly along the Southwesterly line of Lots 32 and 31 to the point of beginning. AND That part of the vacated alley in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa, that lies Northwesterly of the Southwesterly extension of a line that is parallel to and 2 feet Northwesterly of the Southeasterly line of Lot No. 32 in said Fractional Block No. 14. Page 299 of 464 What does $50 million look like in 4/aterIoo, IA? Page 301 of 464 Downtown it looks like this. . . Page 302 of 464 River Trail Development Six 12-plexes $1.0 million each in new taxable value Grand Crossing I Grand Hotel site Multiple Awards for mixed income development 68 new residential units Page 304 of 464 Grand Crossing II Grand Hotel site Mixed use building first floor commercial (MercyOne Clinic, Jimmy John's, Sidecar Coffee) 48 residential units :M®MMilMM reEajaws i \ -I I C/1I CIS ! h ..is■Mt s �o- un� `�w�i Alk Page 305 of 464 Park Avenue Lofts $2.7million Masonic Lodge redeveloping site into 27 new residential units Art Bloc $4.5million 7 story residential and mixed use building with commercial space on the plaza level 70 new residential units Along Airline Highway it looks like this . . . Page 308 of 464 Geraldine I - 40,000 sq. ft. $1.2 million spec industrial building Page 310 of 464 Geraldine II - 50,000 sq. ft. $1.5 million spec industrial building Airline & Wagner Development Agreement 200,000 sq. ft. industrial building At Ridgeway & Martin Rd. it looks like this . . . Page 312 of 464 Blackhawk Gymnastics Expansion and Relocation Fusion Dance Studio Expansion and Relocation Retail Strip Highway 63 and West Ridgeway R 1 D G E W p y DENTAL NEW PATIENT SPECIAL OPINIONS GOLF HEADQUARTERS CEDAR VALLEY GOLF CENTER BANKERSLIFE 1850 PATIO GRILL SIDECAR COFFEE Page 316 of 464 New infrastructure at Highway 63 and West Ridgeway enabling more new business New infrastructure at Highway 63 and West Ridgeway enabling more new business In South Waterloo it looks like this . . . Page 318 of 464 50 New housing units at Summerland Park `%\i EL:IU t RK TO. Page 319 of 464 SUMMERLA • PARK In the near future it will IookIike. . . Page 322 of 464 6Comm 5 story mixed - use building on the former Flea Market site Grand Crossing III w aI�{Lll.'_ -- '■wwwr IL �11Su.' `ij��Jrw+war h`11��I�� + w w w- w Heft Page 324 of 464 JOHN DEERE TRACTOR & ENGINE MUSEUM GRAND CROSSING DEVELOPMENT CONTEXT Waterloo, Iowa TECH I ADDITIVE MANUFACTURING CENTER & INDUSTRIAL INCUBATOR - BUSINESS HOTEL & TRAINING CENTER Grand Crossing III ) .11 Revted: 828.15 VANDEWALLE & ASSOCIATES INC. Page 325 of 464 But it goes deeper... Page 326 of 464 Investing in the next generation of entrepreneurs Page 327 of 464 verve K • M B U C 11 A waterloo, i o w a Investing in the Quality of Life of our residents Who can we thank for making these major investments in Waterloo? Page 329 of 464 Brent Dahlstrom Panther Builders Echo Development Group BCS Partnership Dolly's Tickets Dolly's Party Bus Dolly's Taxi Awards 2018 National Community Development Association — Audrey Nelson Community Development Achievement Award 2018 Cedar Valley 20 Under 40 2017 Iowa Finance Authority — Iowa Multifamily Housing Development Award 2017 UNI Emerging Philanthropist Award 2012 Junior Achievement Young Entrepreneur Page 330 of 464 THANK YOU FOR BELIEVING IN WATERLOO BRENT! Page 331 of 464 Page 332 of 464 CITY OF WATERLOO Council Communication Resolution approving a variance to the requirements of the Subdivision Ordinance in Section 11-3-3(D), Application Procedure and Requirements, as it relates to the approval of the final plat of Northeast Industrial Park Plat No. 5. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Planning & Zoning Clerk Office SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Legal Descriptions: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Date 3/31/2020 - 4:35 PM 3/31/2020 - 5:53 PM Resolution approving a variance to the requirements of the Subdivision Ordinance in Section 11-3-3(D), Application Procedure and Requirements, as it relates to the approval of the final plat of Northeast Industrial Park Plat No. 5. Submitted By: Noel Anderson, Community Planning and Development Director Approval The variance is needed because they are asking for approval of a final plat without submittal of a preliminary plat, whereas the Subdivision Ordinance requires approval of a preliminary plat prior to submittal of the final plat. None N/A Subdivision Ordinance MMS Consultants on behalf of the City of Waterloo is requesting approval of the final plat of Northeast Industrial Park Plat No. 5 to allow for development of a 2 Lot Industrial Subdivision. Page 333 of 464 CITY OF WATERLOO Council Communication Resolution approving Amendment No. 1 to the Professional Services Agreement with I & S Group, Inc., in the amount of $50,000 for professional design fees and related services for the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Building Department Ahlhelm, Greg Approved 4/1/2020 - 11:29 AM Clerk Office Higby, Nancy Approved 4/1/2020 - 11:30 AM ATTACHMENTS: Description Type ❑ 5 Sullbivan Brothers Penthouse -Chiller Amendment Cover Memo SUBJECT: Submitted by: Resolution approving Amendment No. 1 to the Professional Services Agreement with I & S Group, Inc., in the amount of $50,000 for professional design fees and related services for the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Recommended Action: Approval Expenditure Required: $50,000 Page 334 of 464 ARCHITECT *AIA Document G802' — 2017 Amendment to the Professional Services Agreement PROJECT: (name and address) 5 Sullivan Brothers Convention Center Penthouse / Chiller and Misc Renovations, Waterloo, Iowa. OWNER: (name and address) City of Waterloo 715 Mulberry Street Waterloo, IA 50703 AGREEMENT INFORMATION: Date: June 18, 2019 Project No. 19-23141 ARCHITECT: (name and address) l & S Group, Inc. (ISG) 314 East 4th Street Waterloo, IA 50703 AMENDMENT INFORMATION: Amendment Number: 001 Date: October 24, 2019 The Owner and Architect amend the Agreement as follows: ITEM A: As referenced in OWNER/ARCHITECT AGREEMENT, ARTICLE II: COMPENSATION Phase 2: Construction Documents - was TBD (is as follows). "Penthouse, chiller and roof equipment renovation that includes new chiller, pumps, piping, applicable accessories and building automation". Professional Design Fec: $50,000.00 The Architect's compensation and schedule shall be adjusted as follows: Compensation Adjustment: ITEM A: ISG Professional Fee: $50,000 Schedule Adjustment: October 24, 2019 SIGNATURES: I & S Group, Inc. (ISG) ARCHITECT (Fide name) SIuNnTURE Tim Verheyen, PE, Principal PRINTED NAME AND TITLE DATE City of Waterloo OWNER (Firm name) c JOL, jrd SIGNATURE Quentin Hart, Mayor PRINTED NAME AND TITLE DATE AIA Document G802n' —2017. Copyright 02000, 2007 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This A1A• Document Is protected by U.S. Copyright Law and rntemstlonar Treaties. Unauthorized reproduction or distribution of this WA" Document, or any portion of It, may result in seve,' civil and criminal penalties, and will he prosecuted to the maximum extent possible tinder the law. This document was produced by AIA software et 12:36:54 ET on 1012412019 under Order No. 2887812444 which expires on 0711212020, and Is not for resale. User Notes: (389ADA5D) 1 Page 335 of 464 CITY OF WATERLOO Council Communication Resolution approving request of MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 5, a two lot industrial subdivision, located south of 2280 Northeast Drive. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Planning & Zoning Clerk Office Reviewer Schroeder, Aric Even, LeAnn ATTACHMENTS: Description ❑ Staff Report ❑ Overview Map ❑ Aerial Map ❑ Eng. Letter ❑ Pictures ❑ Water Works Site Map ❑ Final Plat ❑ Deed of Dedication ❑ Certificate of Survey ❑ Application SUBJECT: Submitted by: Recommended Action: Summary Statement: Action Approved Approved Type Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Date 3/31/2020 - 4:38 PM 3/31/2020 - 5:59 PM Resolution approving request of MMS Consultants, Inc., on behalf of the City of Waterloo, to approve the final plat of Northeast Industrial Park Plat No. 5, a two lot industrial subdivision, located south of 2280 Northeast Drive. Submitted By: Noel Anderson, Connnunity Planning and Development Director Approval Transmitted herewith is a request for the final plat of Northeast Industrial Park Plat No. 5, a two lot industrial subdivision, located south of 2280 Northeast Drive. Please find attached to this council transmittal the following items: • Staff report • Aerial photograph • Final Plat • Certificate of Survey • Deed of Dedication Page 336 of 464 • Report of City Engineer Expenditure Required: Source of Funds: Policy Issue: Background Information: None N/A Land Use and Economic Development, policies 1, 3 and 4. The area in question is zoned "M-2,P" Planned Industrial District and was rezoned from "A-1" Agricultural District in October of 1995. Surrounding land uses and their zoning are as follows: North — Industrial Businesses, zoned "M-2,P" Planned Industrial District. South Vacant land, zoned "M-2,P" Planned Industrial District. East — Vacant land, zoned "M-2,P" Planned Industrial District. West — Vacant land, zoned "M-2,P" Planned Industrial District Drainage plans will need to meet the requirements of engineering when developments come before the commission for a site plan amendment. The site also notes a .64 conservation easement on Lot 1 and a .92 acre conservation easement on Lot 2. Both conservation easements need to be maintained as part of the fmal plating process for perpetuity There are 30' and 60' utility easements along the south property line of Lot 2 that contains a 24" and 36" sanitary sewer mains. There is a 16" water main along the north side of Martin Luther King Jr. Drive and a 16" water main along the west side of Northeast Drive. The fmal plat consists of 2 lots that contain a total of 10.18 acres of land, which is located to south of 2280 Northeast Drive, with Martin Luther King Jr. Drive to the north and Northeast Drive to the west. The site is zoned "M-2,P" Planned Industrial District, so when a lot is developed, it will be necessary that such new development goes through a site plan amendment process before the Planning, Programming and Zoning Commission and City Council. The plat does not include building setback lines which will be determined through plan review. As lots are developed, it will be necessary for each development to submit and execute an approved landscaping plan. There are 2 lots shown on the plat: Lot 1 is 5.05 acres, Lot 2 is 5.13 acres The fmal plat meets all requirements. The applicant has also provided the Deed of Dedication and Engineer's Certificate of Survey as well. A preliminary plat was never submitted for the entirety of Northeast Industrial Park No. 5. A separate variance request to the subdivision requirements by the City Council is there for required for the Final Plat submittal. The Planning and Zoning Commission unanimously approved the request at Page 337 of 464 their regular meeting on March 3, 2020 Legal Descriptions: The fmal plat shows: 1) legal description 2) property lines: dimensions 3) date 4) adjoining subdivisions 5) easements 6) proper lot sequence. Therefore, staff recommends that the request of the fmal plat of Northeast Industrial Park Plat No. 5 be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area, which designate it as Industrial. 4. The subdivision would appear to be similar to adjacent industrial subdivisions in the area. And with the following condition(s): 1. That the plat is updated and additional documents are submitted as required by staff before the request is sent to City Council. Beginning at the Southeast Corner of the Southwest Quarter of the Northeast Quarter of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence S01°07'00"E, along the East Line of the Northwest Quarter of the Southeast Quarter of said Section 20, a distance of 84.65 feet, to its intersection with the Northerly Right -of -Way Line of the Union Pacific Railroad; Thence S69°35'47"W, along said Northerly Right -of -Way Line, 502.11 feet; Thence Southwesterly, 1.57 feet, along said Northerly Right -of -Way Line on a2814.93 foot radius curve, concave Northwesterly, whose 1.57 foot chord bears S69°36'44"W; Thence N20°22'18"W, along said Northerly Right -of - Way Line, 50.00 feet; Thence Southwesterly, 280.20 feet, along said Northerly Right -of -Way Line on a 2764.93 foot radius curve, concave Northwesterly, whose 280.08 foot chord bears S72°31'54"W, to its intersection with the Easterly Right -of -Way Line of Northeast Drive; Thence N07°46'29"E, along said Easterly Right -of -Way Line, 129.90 feet; Thence N01°05'00"W, along said Easterly Right -of -Way Line, 531.39 feet, to its intersection with the Southerly Right -of -Way Line of Martin Luther King Jr. Drive; Thence N84°51'37"E, along said Southerly Right -of -Way Line, 741.96 feet, to its intersection with the East Line of Lot 9 of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S01°08'04"E, along said East Line, and the Southerly projection thereof, 429.12 feet, to the Point of Beginning. Said Tract of Land contains 10.18 Acres, and is subject to easements and restrictions of record. Page 338 of 464 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: April 6, 2020 Request by MMS Consultants on the behalf of the City of Waterloo for the final plat of Northeast Industrial Park Plat No. 5, a 2 lot industrial subdivision, located south of 2280 Northeast Drive. City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703 The applicant is requesting to plat the property in question for the purposes of creating a two lot industrial park subdivision. The request would not appear to have a negative impact on the surrounding neighborhood or land use. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. The area is served by Northeast Drive and Martin Luther King Jr. Drive. Both roads are classified as minor arterials. The Martin Luther King Jr. Drive Recreational Trail is located to the north of the proposed plat along the north side Martin Luther King Jr. Drive, and a recreational trail is located along the easterly side of the Northeast Drive abutting the area being platted. The area in question is zoned "M-2,P" Planned Industrial District and was rezoned from "A-1" Agricultural District in October of 1995. Surrounding land uses and their zoning are as follows: North — Industrial Businesses, zoned "M-2,P" Planned Industrial District. South Vacant land, zoned "M-2,P" Planned Industrial District. East — Vacant land, zoned "M-2,P" Planned Industrial District. West — Vacant land, zoned "M-2,P" Planned Industrial District. The area is comprised of agricultural land and industrial development. The construction of the industrial businesses in the area occurred between the 1990's and 2010's. No buffers would be required as a part of this platting request. Drainage plans will need to meet the requirements of engineering when developments come before the commission for a site plan amendment. The site also notes a .64 conservation easement on Lot 1 and a .92 acre conservation easement on Lot 2. Both conservation easements need to be maintained as part of the final plating process for perpetuity. FLOODPLAIN: The land is classified as Zone X, unstudied. However, none of the N of 2280 Northeast Drive — NIPP #5 Final Plat PSgEP 33fg of 464 PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: April 6, 2020 land 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 0193F, dated July 18, 2011. The nearest schools are Highland Elementary 1.2 miles to the southwest, George Washington Carver Academy is located 2.2 miles to the northwest, Expo Alternative High School is located 1 mile to the southwest, and East High School is located 1.6 miles to the southwest. Springview Park is located 0.5 miles to the west of the proposed plat. There are 30' and 60' utility easements along the south property line of Lot 2 that contains a 24" and 36" sanitary sewer mains. There is a 16" water main along the north side of Martin Luther King Jr. Drive and a 16" water main along the west side of Northeast Drive. The Future Land Use Map designates this area as Industrial. The plat would be in conformance with the Comprehensive Plan and Future Land Use Map for this Area. The final plat consists of 2 lots that contain a total of 10.18 acres of land, which is located to south of 2280 Northeast Drive, with Martin Luther King Jr. Drive to the north and Northeast Drive to the west. The site is zoned "M-2,P" Planned Industrial District, so when a lot is developed, it will be necessary that such new development goes through a site plan amendment process before the Planning, Programming and Zoning Commission and City Council. The plat does not include building setback lines which will be determined through plan review. As lots are developed, it will be necessary for each development to submit and execute an approved landscaping plan. There are 2 lots shown on the plat: Lot 1 is 5.05 acres, Lot 2 is 5.13 acres. The final plat meets all requirements. The applicant has also provided the Deed of Dedication and Engineer's Certificate of Survey as well. A preliminary plat was never submitted for the entirety of Northeast Industrial Park No. 5. A separate variance request to the subdivision requirements by the City Council is there for required for the Final Plat submittal. The Planning and Zoning Commission unanimously approved the request at their regular meeting on March 3, 2020. N of 2280 Northeast Drive — NIPP #5 Final Plat PSgEP 34V of 464 April 6, 2020 STAFF Therefore, staff recommends that the request of the final plat of RECOMMENDATION: Northeast Industrial Park Plat No. 5 be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area, which designate it as Industrial. 4. The subdivision would appear to be similar to adjacent industrial subdivisions in the area. And with the following condition(s): 1. That the plat is updated and additional documents are submitted as required by staff before the request is sent to City Council. N of 2280 Northeast Drive — NIPP #5 Final Plat PSgEP 34fj3 of 464 City of Waterloo City Council April 6, 2020 A-1 R-3 ;K AVE C-1 'SIDE AVE TONAVE EW AVE IC AVEI TOBA AVE L� C-2 C-1 A;1 A'1 cc 0 1- ML KING JR DR A-1 A-1 M-2,P NEWELL ST M-1 A-1 DELL:DR A-1 DAN'S DR LU R-2 C-2 � Y y ROCKY RD p REBECCA LN South of 228o Northeast Drive Final Plat MMS Page 342 of 464 City of Waterloo City Council April 6, 2020 2280 Northeast Drive Area to be Platted South of 228o Northeast Drive Northeast Industrial Park Plat No. 5 \ '�� ,,,� /� sir ^ r �� ✓`'T1 „ dot- Final Plat -►oo vP MMS Consultants Page 343 of 464 CITY OF WATERLOO, IOWA ENGINEERING DEPARTMENT 715 Mulberry St. • Waterloo, IA 50703 • Phone (319) 291-4312 Fax (319) 291-4262 Email: city.engineer@waterloo-ia.org JAMIE KNUTSON, PE • City Engineer March 25, 2020 Aric Schroeder, City Planner Planning, Programming & Zoning Commission Waterloo City Hall Waterloo, IA 50703 RE: FINAL PLAT NORTHEAST INDUSTRIAL PARK PLAT NO. 5 Dear Aric: This final plat has been reviewed, and it has been determined that it meets the requirements of the applicable portions of Section 3, 4 and 5 of Ordinance 2997, Subdivision Ordinance. It is recommended that this final plat be approved. Sincerev, Dennisr. -11 J. Gentz, P. Assistant City Engineer WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer Page 344 of 464 NE Industrial Plat 5 Looking south from Martin Luther King Jr. Drive. Looking southwest from Martin Luther King Jr Drive toward Northeast Drive. Looking west along Martin Luther King Jr. Drive toward Northeast Drive. Looking northeast from Northeast Drive. Page 345 of 464 16" main in ML 16" main in Nort 0c16" main in Northeast Dr lays *approx. 73' E of W line of Northeast D PLEASE NOTE 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 OR THE WATERLOO WATER WORKS OR THEIR EMPLOYEES. BLACK HAWK COUNTY AND THE WATERLOO WATER WORKS MAKES NO WARRANTY, EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION SHOWN ON THIS MAP, AND EXPRESSLY DISCLAIMS LIABILITY FOR THE ACCURACY. WATERLOO W WORKS 325 Sycamore Street P 0 Box 27 Waterloo, Iowa 50704 Ph 319-232-6280 Fax 319-232-1962 Paae 346 of 464 FOR COUNTY RECORDER'S USE CENTER OF I SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND 5\8" REBAR W\O LS CAP FILE #2014-00016347 SOUTH QUARTER CORNER OF - SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND PK NAIL FILE #2014-00016348 0 0 LOCATION: SUBDIVIDER: A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA CITY OF WATERLOO 715 MULBERRY STREET WATERLOO, IOWA 50703 PROPRIETOR OR OWNER: CITY OF WATERLOO 715 MULBERRY STREET WATERLOO, IOWA 50703 LAND SURVEYOR: DATE OF SURVEY: JAMES E. LICHTY P.L.S MMS CONSULTANTS INC. 1917 SOUTH GILBERT STREET IOWA CITY, IOWA, 52240 PHONE: 319-351-8282 12-05-2019 AREA SUMMARY TABLE 1\4 - 1\4 AREA AREA INCLUDED IN ROW SW -NE SEC 20 6.77 ACRES 0.00 ACRE NW -SE SEC 20 3.41 ACRES 0.00 ACRE TOTAL 10.18 ACRES 0.00 ACRE FINAL PLAT NORTHEAST INDUSTRIAL PARK PLAT NO. 5 A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA. � WINGNJR° DRIVE QWOvU �/ Lr11r�1���� MARTIN������ AGQUI5ITION PLAT AS RECORDEDHE �AG5O� K I COUNTY REGOR R7N RECORDS OF yICE. SECT ON 20-`� gel-N FOUND 1\2" REBAR W\ YELLOW PLASTIC LS CAP 6132 rr 10 N N 0 ao crt N84'51' 37"E FOUND 1\2" REBAR W\ YELLOW PLASTIC LS CAP 6132 a1 a S89'35'42"W 1316.96' FOUND 1\2" REBAR W\ YELLOW PLASTIC LS CAP 6132 30.3 Foo J 741.96'(M) 742.01'(R) NDUSTM _,QTI NO. SOUR LINE OF LOT- . NORTHEAST INDUSTRIAL PARK PLAT NO I N88'55'00"E LOT 2 5.13 AC /mo11) o\, / A=5'48'23" R=2764.93'(R)(M) L=280.20' 0 T=140.22' o, C=280.08' CB=S72'31'54"W 1316.97' 50.00' N20'22'18"W\ o. LOT 1 5.05 AC 740.39' 59.9 01 ALIry I I O rn rnl wl K CONSERVATION EASEMENT \ ALI 0.64 AC L19 5587"08'08"E 171.89' •N72 S85_27.40"E 97.29' 5- 72 (�o. \`2 Nl // 0 0. 0=O'01'55" R=2814.93' L=1.57' / T=0.79' - - - C=1.57' CB=S69'36'44"W SEE DETAIL A FOR THIS AREA CONSERVATION EI, i�� ---..-- EASEMENT 0.92 AC �1v / _ _ %o%�/1g6 j/i�L15 S' w N W FOUND 1\2" REBAR W\ YELLOW PLASTIC LS CAP 6132 O co 0 rTi 0 0 10 25 50 75 100 GRAPHIC SCALE IN FEET 1"=100' NAST LINE OF LOT NORTHEAST INDUSTRIAL PARK PLAT- NO.I 'DISPOSAL PROPERTY A5 RECORDED IN FILE NUM6ER 2005-0000 ,53., OF THE RECORDS OF THL %LACK HAWK GOON RECORDER'S OFFICE FC AD 1\2" REBAR W\O CA? POINT OF BEGINNING NW V V SE 2-\6 S89'31'50"W / 0 5- 1n 0 J 0 0 N rr m N N SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. SET MAG NAIL S89'37'18"W A /� <n 1315.75' 1N09 O co • ()Id / LINE SEGMENT TABLE LINE LENGTH BEARING L1 33.91 S02'22'54"E L2 27.77 S14'59'18"E L3 19.90 S66'22'43"W L4 17.59 N36'05'43"W L5 20.51 S72'24'45"W L6 22.09 S54'08'55"W L7 24.63 N74'58'07"W L8 50.87 N27'49'58"W L9 25.06 N15'53'44"E L10 48.51 N13'29'34"W L11 48.14 N06'35'22"W L12 36.61 N14'49'53"E L13 22.51 N21'53'11"E L14 21.81 N01'07'00"W L15 45.29 N85'59'10"E L16 59.74 N63'52'26"E L17 21.33 N17'25'58"W L18 26.48 N67'44'46"W L19 35.56 N79'47'03"E L20 73.85 N89'37'S9"W PARCEL DESCRIPTION: LEGEND AND NOTES • O 72 UNLESS NOTED (R) C22- 1 - CONGRESSIONAL CORNER, FOUND - CONGRESSIONAL CORNER, REESTABLISHED - CONGRESSIONAL CORNER, RECORDED LOCATION - PROPERTY CORNER(S), FOUND (as noted) - PROPERTY CORNERS SET (5/8" Iron Pin w/ yellow, plastic LS Cap embossed with "MMS" ) - CUT "X" PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES RIGHT-OF-WAY LINES CENTER LINES - LOT LINES, INTERNAL - LOT LINES, PLATTED OR BY DEED - EASEMENT LINES, WIDTH & PURPOSE NOTED - EXISTING EASEMENT LINES, PURPOSE NOTED - RECORDED DIMENSIONS - MEASURED DIMENSIONS - CURVE SEGMENT NUMBER OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS ERROR OF CLOSURE IS LESS THAN 1FOOT IN 10,000 FEET A SURVEY OF A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: Beginning at the Southeast Corner of the Southwest Quarter of the Northeast Quarter of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence S01 °07'00"E, along the East Line of the Northwest Quarter of the Southeast Quarter of said Section 20, a distance of 84.65 feet, to its intersection with the Northerly Right -of -Way Line of the Union Pacific Railroad; Thence S69°35'47"W, along said Northerly Right -of -Way Line, 502.11 feet; Thence Southwesterly, 1.57 feet, along said Northerly Right -of -Way Line on a 2814.93 foot radius curve, concave Northwesterly, whose 1.57 foot chord bears S69°36'44"W; Thence N20°22'18"W, along said Northerly Right -of -Way Line, 50.00 feet; Thence Southwesterly, 280.20 feet, along said Northerly Right -of -Way Line on a 2764.93 foot radius curve, concave Northwesterly, whose 280.08 foot chord bears S72°31'54"W, to its intersection with the Easterly Right -of -Way Line of Northeast Drive; Thence N07°46'29"E, along said Easterly Right -of -Way Line, 129.90 feet; Thence N01 °05'00"W, along said Easterly Right -of -Way Line, 531.39 feet, to its intersection with the Southerly Right -of -Way Line of Martin Luther King Jr. Drive; Thence N84°51'37"E, along said Southerly Right -of -Way Line, 741.96 feet, to its intersection with the East Line of Lot 9 of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S01 °08'04"E, along said East Line, and the Southerly projection thereof, 429.12 feet, to the Point of Beginning. Said Tract of Land contains 10.18 Acres, and is subject to easements and restrictions of record. EAST QUARTER CORNER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. FOUND PIPE W\ YELLOW PLASTIC LS CAP 8033 OVER SCM BOOK 335 AT PAGE 427 N20'22'18"W 0.00' A=0'01'55" R=2814.93' L=1.57' ,-T=0.79' C=1.57' CB=S69'36'44"W SOUTHEAST CORNER OF SECTION 20-T89N-R12W OF THE FIFTH P.M. 1316.97' S89'31'50"W - FOUND PK NAIL RE-ESTABLISHED BY TIES SET PK NAIL 0911111111 S III IINq I/// iii/ JAMES E. LICHTY 13287 iiiiiiiini III iWIAi100 SEAL 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. JAMES E. LICHTY P.L.S. Iowa Lic. No. 13287 My license renewal date is December 31, 20_ Pagesor sheets covered by this seal: 20 THIS PLAT OR SUBDIVISION HAS BEEN REVIEWED BY THE CITY OF WATERLOO CITY PLANNER OF DESIGNEE DATE 10.18 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision 02-10-2020 PER JEL REVIEW 03-03-2020 PER CITY REVIEW NORTHEAST INDUSTRIAL PARK PLAT NO. 5 A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN WATERLOO BLACK HAWK COUNTY IOWA MMS CONSULTANTS, INC. Dote: Designed by: SBP Drawn by: RLW 12-09-2019 Field Book No: Scale: 1273 1"=100' Checked by: JEL Project No: IOWA CITY 10645-004 Sheet No: 1 of: 1 Page 347 of 464 DEED OF DEDICATION NORTHEAST INDUSTRIAL PARK PLAT NO. 5 WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA The City of Waterloo, Iowa ("Owner"), being desirous of platting the land described in the attached Certificate of Survey, by James E. Lichty, a licensed professional land surveyor, dated , 2020, do by these presents designate and set apart the aforesaid premises as a subdivision of the City of Waterloo, Black Hawk County, Iowa, the same to be hereafter known as and called Northeast Industrial Park Plat No. 5, Waterloo, Black Hawk County, Iowa (the "Property"), all of which is with the free consent and desire of the undersigned, and the undersigned hereby dedicates and sets apart for public use the streets and avenues as shown on the attached plat. The undersigned hereby covenants and agrees for itself, its successors and assigns, that said subdivision shall be and the same is hereby made subject to the following restrictions as fully and effectively for all intents and purposes as if the same were contained and set forth in each deed, conveyance and mortgage that this grantor or its successors in interest may hereafter make and that such restrictions shall run with the land in the particulars hereinafter stated, to wit: ARTICLE I DEDICATION; RESTRICTIONS 1. Establishment of Restrictions. The Property is now held and shall hereafter be held, transferred, sold, leased, conveyed and occupied, subject to the covenants, conditions, restrictions and easements set forth in this instrument, each of which shall run with the land and shall be binding upon the inure to the benefit of each and every parcel of the Property, and each of which shall apply to and bind and benefit and may be enforced by the owner of each or any parcel of the Property, and the heirs, assignees and successors in interest of each and every owner of a parcel or parcels. 2. Utilities. Any company or agency supplying electricity, gas or communication service to any parcel in said addition shall have the right to construct, maintain and operate permanent underground gas, electricity, or communication feeder or service facilities, within the easement lines as shown on the plat of said addition attached hereto. Further, the City of Waterloo and any public company having a franchise for the distribution and sale of gas, electricity, water or communication service in said City shall have the right to construct and maintain underground sewer, water, gas and communication service lines within the easement lines as shown on the plat attached hereto. The proprietor, agents and workers of all such service corporations or agencies shall have the right to reasonable access to their said services and installation for the purpose of the proper construction and maintenance of their lines and equipment. 3. Conservation Easements. The conservation easements shown on the plat are designated as wetland areas, and accordingly said easements are intended to be perpetual and shall run with the land. No construction of any type shall be undertaken in or on the easement areas, including but not limited to storm water detention basins. Storm water from developed sites may discharge into, upon and across the conservation easements, subject to applicable Page 348 of 464 federal, State of Iowa, or City wetlands and storm water laws, regulations and ordinances and subject to the terms and conditions of any City -approved storm water pollution prevention plans, storm water management plans, and any other required plans, agreements, permits or approvals. ARTICLE II USE OF THE PROPERTY 1. No Direct Access. There shall be no direct access allowed onto Martin Luther King Jr. Drive from Lot 1 as shown on the attached plat known as Northeast Industrial Park Plat No. 5. 2. Permitted Use. Unless otherwise specifically prohibited by the City of Waterloo or other governmental agency, permitted uses shall be distribution warehouse, office facilities, technological or business operation, manufacturing, assembly facility, laboratory and research. 3. Uses Not Permitted. The following uses are expressly prohibited: Auto salvage yard, feed and fuel yard, poultry or meat killing, poultry or meat processing plant, or residential use. This is in addition to limitations called for in the zoning restrictions or ordinances applicable to the Property from time to time. 4. Other Conditions Not Permitted. Any facility or operation which causes a nuisance due to noise, odor, rubbish accumulation and/or release of hazardous materials shall not be permitted. 5. Temporary Structures. Temporary structures will be allowed to be used only as construction offices and/or small tool sheds. The temporary structures are to be removed within two (2) years after placement. ARTICLE III DEVELOPMENT STANDARDS 1. Vehicle Parking. All vehicle parking requirements must be provided for within the property boundaries and shall be set back from all property lines with street frontage a minimum of five (5) feet. On -street parking will not be permitted. 2. Truck Parking and Maneuvering. The maneuvering area for trucks must be such as to allow for the truck to back up to the buildings without using the street as part of the maneuvering area. 3. Pavement Requirement. The entire area for auto parking, truck parking and maneuvering shall be paved. Empty truck parking area may be gravel. Outside storage area, where approved, may be gravel. 4. Outside Storage. Outside storage is allowed where approved through the site plan review process, and may be gravel. 2 Page 349 of 464 5. Display Space. Outside display of a product, material and/or equipment will be allowed. 6. Landscape. The entire area that is not covered with building and pavement must have grass/landscaping in accordance with City of Waterloo requirements. 7. Building Materials. All exterior faces of buildings shall be finished. An expansion wall of different materials may be approved through the site plan approval process. 8. Fences. Where fences are to be installed, the fence shall be located entirely on the subject parcel and shall not be closer than ten feet from the street's right-of-way, and the area between the fence and the right-of-way shall be grassed and landscaped. The finished side of any fence shall be placed in such a manner as to face outward from the property. ARTICLE IV ORGANIZATION AND APPROVAL 1. Plan Approval. Proposed site plans will be reviewed through the City of Waterloo site plan process. Existing owners of land in the subdivision shall be notified of the plan review process at the time said plan is submitted to the City for review. 2. Time of Covenants. Unless otherwise extended or removed, these restrictions shall be applicable for a term of twenty-one (21) years commencing upon the recordation hereof and thereafter may be renewed as provided in Iowa law. At any time, any of the restrictions may be terminated by written agreement joined in by the owners of 90% in area of the land subject hereto. 3. Amendment. These restrictions may only be amended in writing by the agreement of not less than the owners of 90% in area of the land subject hereto. Any amendment to these restrictions shall be recorded. Dated this day of , 2020. 3 CITY OF WATERLOO, IOWA By: Quentin M. Hart, Mayor Attest: Kelley Felchle, City Clerk Page 350 of 464 STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) Acknowledged before me on , 2020 by Quentin M. Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa. Notary Public 4 Page 351 of 464 PREPARED BY: MMS CONSULTANTS, INC., 1917 5. GILBERT STREET, IOWA CITY, IOWA 52240, PH. 319-351-8282 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. `)JAMES,. LICHTY P.L.S.1owl Lic. No license renewal date is December 31, 2020. Pages or sheets covered by this seal: 1 & 2 State of Iowa 5S. County of Johnson Subscribed and sworn to before me by James E. Lichty this (3 day of , 20. LACEY STUTZMAN Commission Number B22560 MY COMMISSION EXPIRES DECEMBER 3, a7002X NotaryCsblic A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: 1 Page 352 of 464 I HEREBY CERTIFY THAT DURING THE MONTH OF DECEMBER, 2019, AT THE DIRECTION OF THE CITY OF WATERLOO, A SURVEY WAS MADE UNDER MY SUPERVISION OF A PORTION OF LOT 9 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 1, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, ALL SECTION 20, TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: Beginning at the Southeast Corner of the Southwest Quarter of the Northeast Quarter of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence S01 °07'00"E, along the East Line of the Northwest Quarter of the Southeast Quarter of said Section 20, a distance of 84.65 feet, to its intersection with the Northerly Right -of -Way Line of the Union Pacific Railroad; Thence S69°35'47"W, along said Northerly Right -of -Way Line, 502.11 feet; Thence Southwesterly, 1.57 feet, along said Northerly Right -of -Way Line on a2814.93 foot radius curve, concave Northwesterly, whose 1.57 foot chord bears S69°36'44"W; Thence N20°22'18"W, along said Northerly Right -of -Way Line, 50.00 feet; Thence Southwesterly, 280.20 feet, along said Northerly Right -of -Way Line on a 2764.93 foot radius curve, concave Northwesterly, whose 280.08 foot chord bears S72°31'54"W, to its intersection with the Easterly Right -of -Way Line of Northeast Drive; Thence N07°46'29"E, along said Easterly Right -of -Way Line, 129.90 feet; Thence N01 °05'00"W, along said Easterly Right -of -Way Line, 531.39 feet, to its intersection with the Southerly Right -of -Way Line of Martin Luther King Jr. Drive; Thence N84°51'37"E, along said Southerly Right -of -Way Line, 741.96 feet, to its intersection with the East Line of Lot 9 of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S01 °08'04"E, along said East Line, and the Southerly projection thereof, 429.12 feet, to the Point of Beginning. Said Tract of Land contains 10.18 Acres, and is subject to easements and restrictions of record. Page 353 of 464 CITY OF WATERLOO PLANNING AND ZONING COMMISSION REQUEST FOR PLATTING (FINAL) 1. APPLICATION INFORMATION: a. Applicant's Name (please print): City of Waterloo Address: 715 Mulberry St Phone:319-291-4366 City:Waterloo State: IA Zip:50703 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: City: State: Zip: 2. PREPARER INFORMATION: a. Preparer's Business Name (please print): MMS Consultants, Inc. Primary Preparer's Name: James Lichty Phone: 319-351-8282 E-mail: j.Iichty( mmsconsultants.net 3. PROPERTY INFORMATION: a. Name of Plat: Northeast Industrial Park Plat No. 5 b. General Location of Property: east of Northeast Drive, north of Union Pacific Railroad c. Area of Proposed Plat: 10.18 acres d. Area of Proposed Plat to be dedicated/conveyed to the City: N/A e. Value of area to be dedicated/conveyed to the City: N/A f. Zoning District(s): M-2, P (Planned Industrial) 4. OTHER DOCUMENTATION: a. Date of Preliminary Plat Approval: P&Z N/A City Council N/A b. Six (6) copies of the Final Plat which are in conformance with Section 11-3-3 of the Subdivision Ord. (also submit a digital copy of the plat in PDF format) c. Three (3) copies of Deed of Dedication (must be original signatures) d. Three (3) copies of all Contract, Petition and Waiver forms (must be original signatures) e. Three(3) copies of Certificate of Survey (must be original signatures) 5. PUBLIC IMPROVEMENTS a. Costs for any public improvements: _Estimate _Actual Total Cost Storm Sewer $ N/A Sanitary Sewer $ N/A Paving Land Dedicated TOTAL $ N/A $ N/A $ N/A The Request Fee of $215 + $10 per lot (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said request to be approved. Any major change in any of the information given will require that the request go back through the process, with a new Request Fee. The undersigned certify under oath and penalty of perjury • all information on this request and submitted along wi ' 's true and correct. All information will be used by the aterl • . nning, Programming, and Zoning Commission . • . the - o City Council in making their decision. The and- igne' on e City Zoning Officials to enter the property i questio gar s to the request. Signature of Applicant Signature of Owner Date Page 354 of 464 CITY OF WATERLOO Council Communication Resolution concurring with the determination of City Planner that the proposed change to the approved site plan within an "M-2,P" Planned Industrial District for the construction of a 162,885-square-foot industrial building, 6,283-square-foot office area and 10,194-square-foot vehicle maintenance shop, located east of 1994 Newell Street, is minor, and shall be approved as a Minor Site Plan Amendment. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Planning & Zoning Clerk Office ATTACHMENTS: Description ❑ Original Site Plan ❑ Amended Site Plan SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved Type Cover Memo Cover Memo Date 4/1/2020 - 11:02 AM 4/1/2020 - 11:17 AM Resolution concurring with the determination of City Planner that the proposed change to the approved site plan within an "M-2,P" Planned Industrial District for the construction of a 162,885-square-foot industrial building, 6,283-square-foot office area and 10,194-square-foot vehicle maintenance shop, located east of 1994 Newell Street, is minor, and shall be approved as a Minor Site Plan Amendment. Submitted By: Noel Anderson, Community Planning and Development Director Approval The approved site plan showed the largest warehouse having an initial square footage of 187,500 square feet and a 62,518 square foot addition on its south end, however, the company is now downsizing the building due to soil issues and not showing an expansion on the south end. The proposed vehicle maintenance shop is now being moved from the east side of Lot 1 to the west side and the office area is decreasing in area by 43 square feet. The proposed changes represent a 12 percent decrease in size compared to the original plan. Staff feels that the change in sizes and locations of the buildings is a minor change to the originally approved site plan and this should be considered as a minor site plan amendment, therefore requesting concurrence from the City Council that they agree with such determination by staff. None N/A Page 355 of 464 Policy Issue: Economic Development and Land Use Legal Descriptions: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, ALL OF SECTION 20, AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, ALL OF TOWNSHIP 89 NORTH, RANGE 12 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, WATERLOO, BLACK HAWK COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northwest Corner of Section 20, Township 89 North, Range 12 West, of the Fifth Principal Meridian, Waterloo, Black Hawk County, Iowa; Thence N89°37'44"E, along the North Line of the North One -Half of the Northwest Quarter of said Section 20, a distance of 194.41 feet, to the Northeast Corner of the West 194.40 feet of the Northwest Quarter of said Northwest Quarter, and the POINT OF BEGINNING; Thence continuing N89°37'44"E, along said North Line, 1438.95 feet, to its intersection with the Northwesterly Projection of the Westerly Line of Northeast Industrial Park Plat No. 1, in accordance with the Recorded Plat thereof; Thence S21°11'38"E, along said Northwesterly Projection and Westerly Line, 418.76 feet; Thence S00°25'27"E, along said Westerly Line, 429.01 feet; Thence S 17°25'06"E, along said Westerly Line, and the Westerly Line of Northeast Industrial Park Plat No. 3, a distance of 381.06 feet, to the Northern most corner of Parcel "D", in accordance with the Recorded Plat thereof; Thence S07°22'08"E, along the West Line of said Parcel "D", 616.47 feet, to the Southern most corner thereof, and a Point on the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in CLD Book 671 at Page 953 of the Records of the Black Hawk County Recorder's Office; Thence N59°59'13"W, along said Northerly Line, 200.00 feet; Thence S30°00'47"W, along said Northerly Line, 15.00 feet; Thence N59°59'13"W, along said Northerly Line, 226.13(M) 224.55(R) feet; Thence Northwesterly 927.38 feet, along said Northerly Line, and the Northerly Line of the Parcel depicted on the Acquisition Plat of Survey, as Recorded in LD Book 572 at Page 367 of the Records of the Black Hawk County Recorder's Office, on a 1074.93 foot radius curve, concave Southwesterly, whose 898.88 foot chord bears N84°42'08"W; Thence S36°48'47"W, along said Northerly Line, 65.54 feet; Thence Southwesterly along said Northerly Line, 231.76 feet along a 1039.93 foot radius curve, concave Southeasterly, whose 231.28 foot chord bears S61°11'41"W; Thence S54°48'37"W, along said Northerly Line, 137.26 feet; Thence S64°22'40"W, along said Northerly Line, 391.07 feet, to the Southwest Corner of Parcel No. 1, as Recorded in LD Book 572 at Page 364 of the Records of the Black Hawk County Recorder's Office; Thence N00°58'42"W, along the West Line of said Parcel No. 1, a distance of 586.87 feet, to the Northwest Corner thereof; Thence N88°46'24"E, along the North Line of said Parcel No. 1, a distance of 29.87 feet; Thence N89°37' 11"E, along said North Line of Parcel No. 1, a distance of 194.41 Page 356 of 464 feet; Thence NOO°58'42"W, along said North Line, and the East Line of the West 194.40 feet of the Northwest Quarter of the Northwest Quarter of said Section 20, a distance of 1325.52 feet, to the Point of Beginning. Said Tract of Land contains 61.03 Acres, and is subject to easements and restrictions of record. Page 357 of 464 .ORNER 9N-R12U1 G POINT OF BEGINNING N89'37'44'E N88'46'24"E 29.87'(R)(M)7 7 7 co cn co M„Zti,2S.00N M„Zti,8S.00N 194.41' `J v O v 6 r _,S9 ' n N89'37'11 "E 194.41'(R)(M) x x M — TRACT 'C' WETLAND CONSERVATION AREAS 156,437 SF 3.59 AC OHE — OHE rUt3LIC: I1IUH I Ur WAY PROPOSE BASIN 1111111. 1111111, 1111111, 1111111, 1111111, 1111111, OHE — — — — OHE - dM G N69"S/ 44-t 72,410 SF T.b'�AC - _ PROPOSED BASIN PROPOSED §FS ESF PROPOSED WAREHOUSE 187,500 SF FFE=889.00 1,197,526 SF 27.49 AC FUTURE EXPANSION WAREHOUSE 62,518 SF PROPOSED BASIN Page 358 of 464 PROP ED 60' SANITY SEWER AND WATER MAIN EA EMENT PROPOSED 60' SANITARY SEWER AND WATER MAIN EASEMENT 3'(R)(M) 31.76'(R)(M) T=116.36' C=231.28' CB=S61 °11'41 "W HE — — — —OHE ACQUISITION PLAT PARCEL NO. 2 WETLAND CONSERVATION AREAS )3OOK LD 572 AT PAGE 364 OHE — — — —OHE — WE WE PROP BA PROP SEP BA IN: WELL ornEE PROPOSED BASIN FUTURE BUILDING 75,000 SF ACQUISITION PLAT a4 MARTIN LUTHER KING JR. DRIVE RISIIT—OF—WAR=1074.93'(R)(M) 1500K LP 572 AT PASE 367 L=927.37' T=494.76' C=898.88' CB=N84'42'08"W W 312,108 SF 7.17 AC G 499.70 S89°37'53"W E FUTURE BUILDING 75,000 SF 419,082 SF 9.62 AC FUTURE BASIN G WE G WE 010 25 50 75 100 GRAPHIC SCALE IN FEET 1,,=100' WE NORTH LINE OF THE NORTH 112 OF THE NW 1\4 OF SECTION 20 TRACT "B" WETLAND CONSERVATION AREAS 500,977 SF 11.50 AC DRAINAGE EASEMENT MARTIN LUTHER KI f5OOK OLD 6 ACQUISITION PLAT WETLAND CONSERVATION AREA 1500K OLP 671 AT PASE 951 SITE PLAN CON-TROL, WATERLOO, IA LOT 1, NORTHEAST INDUSTRIAL PARK PLAT NO.4 WATERLOO, BLACK HAWK COUNTY, IOWA 1 \ 0 0 IV v' r. L 4, co 0 mL- n�° PARK F O\� O \ rn \ \( I \ 1 \ I S32°35'40"E 75.76' • �1C PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 APPLICANT: BUILD TO SUIT, INC. 1805 STATE STREET, SUITE 101 BETTENDORF, IOWA 52722 STANDARD LEGEND AND NOTES -EXIST- (R) 22-1 -PROP- CG e O E T X G PROPERTY &/or BOUNDARY LINES CONGRESSIONAL SECTION LINES RIGHT—OF—WAY LINES — EXISTING RIGHT—OF—WAY LINES CENTER LINES EXISTING CENTER LINES LOT LINES, INTERNAL LOT LINES, PLATTED OR BY DEED — PROPOSED EASEMENT LINES — EXISTING EASEMENT LINES — BENCHMARK — RECORDED DIMENSIONS — CURVE SEGMENT NUMBER — POWER POLE — POWER POLE W/DROP — POWER POLE W/TRANS — POWER POLE W/LIGHT — GUY POLE — LIGHT POLE — SANITARY MANHOLE — FIRE HYDRANT — WATER VALVE — DRAINAGE MANHOLE — CURB INLET FENCE LINE EXISTING SANITARY SEWER — PROPOSED SANITARY SEWER EXISTING STORM SEWER PROPOSED STORM SEWER WATER LINES ELECTRICAL LINES TELEPHONE LINES GAS LINES — CONTOUR LINES (1' INTERVAL) — PROPOSED GROUND — EXISTING TREE LINE — EXISTING DECIDUOUS TREE & SHRUB — EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. 1 v S 0 NORTHEAST INDUSTRIAL PARK PLAT NO. 4 11111111 1111111111 WATERLOO, BLACK HAWK COUNTY, IOWA LOCATION MAP NOT TO SCALE WELLST. ZONING REQUIREMENTS EXISTING ZONING: M-2, P (PLANNED INDUSTRIAL) PROPOSED ZONING: NO CHANGE BUILDING SETBACK LINES SHALL BE DETERMINED THROUGH PLAN REVIEW PER CITY ZONING ORDINANCE, CHAPTER 21, SECTION 10-21-1.C.2 LEGAL DESCRIPTION LOT 1 OF NORTHEAST INDUSTRIAL PARK PLAT NO. 4, WATERLOO, IOWA, IN ACCORDANCE WITH THE RECORDED PLAT THEREOF, CONTAINING 27.49 ACRES, AND SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. PROPOSAL APPLICANT PLANS TO DEVELOP A 27.49 ACRE LOT TO CONTAIN 193,826 SF INDUSTRIAL WAREHOUSE/OFFICE BUILDING AND 10,194 SF MAINTENANCE BUILDING. APPLICANT PLANS TO BEGIN CONSTRUCTION IN JUNE 2019, LASTING THRU AUGUST 2020. *SEE ARCHITECTURAL PLANS FOR COVENANTS DEVELOPMENT CHARACTERISTICS LOT I : ZONING: M-2, P LOT CHARACTERISTICS LOT AREA LOT 1 BUILDING AREA(BA) LOT 1 PAVING AREA - PARKING(PA) LOT 1 GREEN SPACE AREA PARKING REQUIREMENTS: WAREHOUSE 1 SPACES REQUIRED PER 2 REG EMPL SPACES OFFICE 1 SPACE REQUIRED PER 300 VEHICLE MAINT 1 SPACE REQUIRED PER 500 1,197,526 SF (100%) 204,160 SF (17.0%) 389,426 SF (32.5%) 603,940 SF (50.5%) (73 EMPL x 0.5) 37 (6,326 SF / 300) 21 SPACES (10,194 SF /500) 20 SPACES TOTAL SPACES REQUIRED ON —SITE PARKING PROVIDED 78 SPACES REQUIRED 141 SPACES TOTAL SPACES PROVIDED REQUIRED BUILDING SETBACKS M-2, P NEWELL ROAD FRONT YARD SIDE YARD REAR YARD MAXIMUM BUILDING HEIGHT 25 FEET 25 FEET 10 FEET 25 FEET 5 STORIES OR 50 FEET 141 SPACES PROVIDED UTILITIES THE CONTRACTOR SHALL NOTIFY IOWA ONE CALL NO LESS THAN 48 HRS. IN ADVANCE OF ANY DIGGING OR EXCAVATION. IOWA ONE CALL. CALL - BEFORE - YOU - DIG 800/292-8989' WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. JIM D. ELLIS 15557 oiinai ilW iim0000� SEAL I hereby certify that this engineering docu me or under my direct supervision an Professional Engineer under the la was prepared by am a duly licensed State of Iowa. 20_ JIMD. ELLIS, n ` P.E. Iowa Lic. No. 15557 e'.er 31, 20_ es. sheets covered by this seal: I O ID IE lR,JN E IG� II —II II lr IE C �I- S CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS ARCHITECTS SPECIALISTS ENVIRONMENTAL • M MLANDSCAPE 1917S. GILBERT IOWA CITY, IOWA 5224040 (319)351-8282 www.mmsconsultants.net 1. LOGO. 1 CON ►TROL CONTAINER CONTROL SYSTEMS A DIVISION OF MATCON _J /OWNER/ADDRESS CO\-TROL WATERLOO, IA / -- SEAL. / -- DRAWING ISSUE INFORMATION ISSUE: DATE: 04/16/19 MARK DATE DESCRIPTION / JOB NO: D-288-18 DRAWN BY: JET CHECKED BY: PROJECT ARCHITECT: JET / THE INFORMATION CONTAINED HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY THE CLIENTS OF MODERN DESIGN ARCHITECTS, INC. ONLY. THE USE OF THESE DOCUMENTS FOR ANY OTHER PROJECTS, PURPOSE, LOCATION, PUBLICATION, REPRODUCTION OR DISTRIBUTION IN WHOLE OR PART, BY ANY INDIVIDUAL OR ORGANIZATION WITHOUT WRITTEN PERMISSION FROM MODERN DESIGN ARCHITECTS, INC. IS PROHIBITED. THE INFORMATION HEREIN REMAINS THE PROPERTY OF MODERN DESIGN ARCHITECTS, INC. AND ITS USE OR DISCLOSURE TO OTHERS IS PROHIBITED FOR ANY USE NOT \AUTHORI7FD BY MODERN DESIGN ARCHITECTS, INC. SHEET TTLE. OVERALL SITE PLAN SHEET C NO. / -- G:1733117331-0491const17331-049Y.dwg, 4/16/201912:30: ;ORNER 9N-R12W 0 N88'46'24"E 29.87'(R)(M J coco 0000 N00'58'42"W G POINT OF BEGINNING / HE OHE OHE - - nay- - - - �_ - -0 INS -�il: . =': �`�r - : 1 b W 1bW (1 1bW (1 �- ��- ; - iirAMWAMRI, . ., 20' UTILITY EASEMENT`. z �'t w 00 00 wz 0 0) CV cn M H w o x z J H wy N8917'11 "E 194.41'(R)(M) LOT 4 CONSERVATION PARCEL 162,902 SF 3.74 AC / 0 2 0 Page 359 of 464 wCD 0 GO LU W O tC) O=ao 0 uJ oo CDCL Q(V (3_ PROPOSED 60' SANITARY SEWER AND WATER MAIN EASEMENT F'KVF'usEU bu SANITARY SLtlEj AND WATER MAIN EASEMENT 0 . 3 (R)(M) 31.76'(R)(M) T=116.36' C=231.28' CB=S6111'41"W A=4 G 299,212 SF 6.87 AC 407,935 SF 9.36 AC R=1074.93'(R)(M) L=927.37' T=494.76' C=898.88' CB=N84'42'08"W SITE PLAN CON-TROL, WATERLOO, IA LOT 1, NORTHEAST INDUSTRIAL PARK PLAT NO.4 WATERLOO, BLACK HAWK COUNTY, IOWA 1bW G 1bW PROPOSED 20' SANITARY SEWER EASEMENT 1 blA� TRACT "B" CONSERVATION PARCEL DRAINAGE EASEMENT 500,977 SF 11.50 AC \ \ PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 APPLICANT: BUILD TO SUIT, INC. 1805 STATE STREET, SUITE 101 BETTENDORF, IOWA 52722 N c0 0 S30'00'"W 00'(R)(fvv r L---- i i-- 010 25 50 75 100 GRAPHIC SCALE IN FEET 1"=100' SHEET INDEX C1.0 - OVERALL SITE PLAN C1.1 - SITE LAYOUT AND DIMENSION PLAN C2.0 - DEMOLITION PLAN C3.0 - SITE EROSION CONTROL AND SWPPP PLAN C4.0 - GRADING PLAN C5.0 - STORM SEWER UTILITY PLAN C5.1 - SANITARY SEWER AND WATER MAIN UTILITY PLAN C6.0 - LANDSCAPE PLAN C7.0 - GENERAL NOTES AND DETAILS C7.1 - GENERAL NOTES AND DETAILS C7.2 - GENERAL NOTES AND DETAILS C7.3 - GENERAL NOTES AND DETAILS STANDARD LEGEND AND NOTES (R) 22-1 -EXIST- 0 71 PROPERTY &/or BOUNDARY LINES CONGRESSIONAL SECTION LINES RIGHT-OF-WAY LINES EXISTING RIGHT-OF-WAY LINES CENTER LINES EXISTING CENTER LINES LOT LINES, INTERNAL LOT LINES, PLATTED OR BY DEED PROPOSED EASEMENT LINES EXISTING EASEMENT LINES BENCHMARK RECORDED DIMENSIONS CURVE SEGMENT NUMBER -PROP- - POWER POLE - POWER POLE W/DROP - POWER POLE W/TRANS - POWER POLE W/LIGHT $ - GUY POLE x] - LIGHT POLE - SANITARY MANHOLE • - FIRE HYDRANT 9 WATER VALVE ® - DRAINAGE MANHOLE o - CURB INLET x FENCE LINE (( W E T G EXISTING SANITARY SEWER PROPOSED SANITARY SEWER - EXISTING STORM SEWER PROPOSED STORM SEWER WATER LINES ELECTRICAL LINES TELEPHONE LINES GAS LINES - CONTOUR LINES (1' INTERVAL) - PROPOSED GROUND - EXISTING TREE LINE - EXISTING DECIDUOUS TREE & SHRUB - EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. BENCHMARK INFORMATION POINT ELEVATION DATUM DESCRIPTION V1 878.69 NAVD88 5/8" REBAR, FOUND ON TOP OF BERM 153'+/- W OF WEST BANK OF BLOWERS CREEK TO EAST OF THE SITE AND APPROXIMATELY 595'+/- S OF SOUTH EDGE OF PAVEMENT OF NEWELL STREET MMS POINT 206. HORIZONTAL CONTROL POINT NORTHING EASTING DESCRIPTION H1 3652288.98 5245309.68 LEAD PLUG IN CL OF NEWELL STREET 1,467' W OF E EDGE OF BRIDGE OVER BLOWERS CREEK. MMS CONTROL POINT 202. H2 3652286.48 5246657.99 CUT AN "X" ON THE S SIDE OF NEWELL STREET APPROX. 119' WEST OF WEST EDGE OF BRIDGE OVER BLOWERS CREEK. MMS CONTROL POINT 204. V1 3651695.31 5246784.80 5/8" REBAR, FOUND ON TOP OF BERM 153'+/- W OF WEST BANK OF BLOWERS CREEK TO EAST OF THE SITE AND APPROXIMATELY 595'+/- S OF SOUTH EDGE OF PAVEMENT OF NEWELL STREET MMS POINT 206. H3 3650501.68 5247287.95 1/2" PIN NO CAP, FOUND 19' EAST AND 177' SOUTH OF SOUTH EDGE OF PARKING LOT EAST OF SITE AND NORTH OF MARTIN LUTHER KING JR PARKWAY. MMS CONTROL POINT 208. H4 3650376.67 5245312.45 1/2" PIN NO CAP, FOUND 219' WEST AND 58' SOUTH OF THE WEST MOST CORNER OF CONCRETE AROUND THE BENCH SW CORNER OF SITE AND NORTH OF MARTIN LUTHER KING JR PARKWAY. MMS CONTROL POINT 225. NORTHEAST INDUSTRIAL PARK PLAT NO. 4 WATERLOO, BLACK HAWK COUNTY, IOWA s 0 Ur •I W• 71 NEWELL ST. 'ja 1SV2Hl lON -_ Dom' :-i9:_fire# pt - . :I I..I 11!I T1Tr,1 10- LOCATION MAP NOT TO SCALE ZONING REQUIREMENTS EXISTING ZONING: M-2, P (PLANNED INDUSTRIAL) PROPOSED ZONING: NO CHANGE BUILDING SETBACK LINES SHALL BE DETERMINED THROUGH PLAN REVIEW PER CITY ZONING ORDINANCE, CHAPTER 21, SECTION 10-21-1.C.2 LEGAL DESCRIPTION PROPOSAL APPLICANT PLANS TO DEVELOP A 27.89 ACRE LOT TO CONTAIN 169,168 INDUSTRIAL WAREHOUSE/OFFICE BUILDING AND 10,194 SF MAINTENANCE BUILDING. APPLICANT PLANS TO BEGIN CONSTRUCTION IN AUGUST 2019, LASTING THRU AUGUST 2020. *SEE ARCHITECTURAL PLANS FOR COVENANTS SF DEVELOPMENT CIIARACTERISTIC3 LOT I : ZONING: M-2, P LOT CHARACTERISTICS LOT AREA LOT 1 BUILDING AREA(BA) LOT 1 PAVING AREA - PARKING(PA) LOT 1 GREEN SPACE AREA PARKING REQUIREMENTS: WAREHOUSE 1 SPACES REQUIRED PER 2 REG EMPL OFFICE 1 SPACE REQUIRED PER 300 VEHICLE MAINT 1 SPACE REQUIRED PER 500 1,215,104 SF (100%) 179,502 SF (14.8%) 326,490 SF (26.9%) 709,112 SF (58.4%) (73 EMPL x 0.5) (6,283 SF / 300) (10,194 SF /500) 37 SPACES 21 SPACES 20 SPACES TOTAL SPACES REQUIRED 78 SPACES REQUIRED ON -SITE PARKING PROVIDED 103 SPACES TOTAL SPACES PROVIDED 104 SPACES PROVIDED REQUIRED BUILDING SETBACKS NEWELL ROAD FRONT YARD SIDE YARD REAR YARD MAXIMUM BUILDING HEIGHT M-2, P 25 FEET 25 FEET 10 FEET 25 FEET 5 STORIES OR 50 FEET UTILITIES THE CONTRACTOR SHALL NOTIFY IOWA ONE CALL AT 811 OR 800/292-8989 NO LESS THAN 48 HRS. IN ADVANCE OF ANY DIGGING OR EXCAVATION. IOWA ONE CALL, WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. \\OFE381041 BENJAMIN T. MITCHELL 23397 ipiiauni OW lAimvvvvvvv vy SEAL I hereby certify that this engineering docu me or under my direct supervision and Professional Engineer under the la was prepared by am a duly licensed State of Iowa. 20 BENJAMIN T. MITI B.L. _ P.E. Iowa Lic. No. 23397 a er 31, 20_ es or sheets covered by this seal: eA iciYD IE II.IN ifftE GI II 1I II II - IL c -II S CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS ARCHITECTS SPECIALISTS ENVIRONMENTAL M MLANDSCAPE 1917 S. GILBERT IOWA CITY, IOWA 5224040 (319)351-8282 www.mmsconsultants.net LOGO. <tINk..+TROL AINER SION CONTROL SYSTEMS OF MATCON OWNER/ADDRESS CON- TOL- WATERLOO, IA J SEAL. \ DRAWING ISSUE INFORMATION ISSUE: PRICING SET DATE: 01/10/20 MARK DATE DESCRIPTION J JOB NO: D-288-18 \ MMS 7331-049 DRAWN BY: JEB CHECKED BY: BTM THE INFORMATION CONTAINED HEREIN IS \ OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY THE CLIENTS OF MODERN DESIGN ARCHITECTS, INC. ONLY. THE USE OF THESE DOCUMENTS FOR ANY OTHER PROJECTS, PURPOSE, LOCATION, PUBLICATION, REPRODUCTION OR DISTRIBUTION IN WHOLE OR PART, BY ANY INDIVIDUAL OR ORGANIZATION WITHOUT WRITTEN PERMISSION FROM MODERN DESIGN ARCHITECTS, INC. IS PROHIBITED. THE INFORMATION HEREIN REMAINS THE PROPERTY OF MODERN DESIGN ARCHITECTS, INC. AND ITS USE OR DISCLOSURE TO OTHERS IS PROHIBITED FOR ANY USE NOT \AUTHORI7ED BY MODERN DESIGN ARCHITECTS, INC. / SHEET TTLE. OVERALL SITE PLA\ / SHEET NO. c 1 \\\J c 0 G:A7331\7331-049\const\7331-049Y.dwg, NORTHEAST INDUSTRIAL PARK PLAT NO. 4 WATERLOO, BLACK HAWK COUNTY, IOWA LOCATION MAP NOT TO SCALE SHRUB PLANTING DETAIL (DECIDUOUS AND EVERGREEN) N.T.S. ROOTBALL (CONTAINER GROWN) REMOVE ENTIRE CONTAINER BEFORE INSTALLATION EDGE OF SIDEWALK OR CURB 4" MINIMUM DEPTH SHREDDED HARDWOOD BARK MULCH BED PLANTING HOLE SHALL BE 2X DIAMETER OF ROOTBALL AND 6" MINIMUM DEEPER 1Y2 X MATURE DIAMETER OF SHRUB ON —CENTER SPACING (SEE PLAN OR PLANT LIST FOR SPACING) III III II ON —CENTER SPACING III_ III.III..III..III..III..III_ III.III..III III III ROOT BALL (BALL AND BURLAPED). CUT TWINE AND BURLAP FROM TOP 1/2 OF ROOTBALL AND REMOVE BEFORE INSTALLATION PLANTING TOPSOIL FOR BACKFILLING II I TURF I /I\IlklgI 5" DEEP VERTICAL SPADE CUT EDGE FERTILIZER TABLETS (3) PER SHRUB SPACED EVENLY AROUND ROOTBALL EXISTING UNDISTURBED SUBGRADE V Z A 00 cfN z o 0 c� 00 o m CD U7 THE SUB -CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF WATERLOO REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. THE SUB -CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR ANY REQUIRED RELOCATION OF EXISTING UTILITIES. SITE PLAN CON-TROL, WATERLOO, IA LOT 1, NORTHEAST INDUSTRIAL PARK PLAT NO.4 WATERLOO, BLACK HAWK COUNTY, IOWA TYPICAL TREE PLANTING DETAIL N.T.S. PRUNE BROKEN BRANCHES AS NECESSARY, MAX. 1/3 NARROW BRANCH UNION ANGLE WITH EVIDENCE OF INCLUDED BARK AND/OR BRANCH/TRUNK DIAMETER RATIO GREATER THAN 35 SHALL BE REJECTED. WOVEN NYLON TREE STRAPS, SIZE TO ALLOW 1.5"0 OF TRUNK GROWTH, PLACE AT 3i HEIGHT OF FIRST BRANCHING GALVANIZED AIRCRAFT —GRADE 16 GAUGE CABLES, ONLY TIGHT ENOUGH TO PREVENT SLIPPING; ALLOW SOME TREE MOVEMENT 2' — 6" STEEL "T" POST, STAKE PER STAKING ORIENTATION PLAN, REMOVE AFTER TWO GROWING SEASONS MULCHSAREA MIN.� MIN. 3'' RADIUS IIINf TURF iIIIIIIIC ' 5" DEEP VERTICAL SPADE CUT EDGE STRIP SOD FROM UNDER MULCHED AREA FERTILIZER TABLETS (3) PER TREE SPACED EVENLY AROUND ROOTBALL CABLE STRAP STAKING ORIENTATION PLAN PLANT WITH BASE OF TREE A MIN. 1" ABOVE ADJACENT GRADE ENSURE ROOT FLARE IS VISIBLE REMOVE ALL TWINE AND STRAPS OR CUT AND FOLD WIRE BASKET AND CUT BURLAP FROM TOP 1/2 OF ROOTBALL 3" MINIMUM DEPTH SHREDDED HARDWOOD BARK MULCH, ENSURE ROOT FLARE IS VISIBLE SIDEWALK/PAVING -1 3" WATER RETENTION SOIL RING EXISTING UNDISTURBED SUBGRADE PLANTING MIX/NATIVE SOIL BACKFILL TREE PIT TO BE MINIMUM OF 2.5 X ROOT BALL DIAMETER SLANT AND ROUGHEN SIDES; INCREASE PIT DIAMETER IN HEAVY CLAY SOILS I PROTECTED CONSERVATION AREA CONTRACTOR SHALL NOT DISTURB Page 360 of 464 01 0 PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 APPLICANT: BUILD TO SUIT, INC. 1805 STATE STREET, SUITE 101 BETTENDORF, IOWA 52722 LANDSCAPE LEGEND: L •' •. W 4' •. W Y 'Y `. W W W W III!::=::I jI1111III jjjpI11 / ' / — GRASS SEED WITH HYDRO MULCHING (4.3 AC) — WOOD MULCH (1070 SY) WET—MESIC NATIVE SEED MIX BY ION —EXCHANGE (2.7 AC) GRAND MEADOW MESIC NATIVE SEED MIX BY ION EXCHANGE (4.2 AC) 0 5 25 50 GRAPHIC SCALE IN FEET 1"=50' SHEET INDEX C1.0 - OVERALL SITE PLAN C1.1 - SITE LAYOUT AND DIMENSION PLAN C2.0 - DEMOLITION PLAN C3.0 - SITE EROSION CONTROL AND SWPPP PLAN C4.0 - GRADING PLAN C5.0 - STORM SEWER UTILITY PLAN C5.1 - SANITARY SEWER AND WATER MAIN UTILITY PLAN C6.0 - LANDSCAPE PLAN C7.0 - GENERAL NOTES AND DETAILS C7.1 - GENERAL NOTES AND DETAILS C7.2 - GENERAL NOTES AND DETAILS C7.3 - GENERAL NOTES AND DETAILS PLANT LIST - TREES 6,TY KEY f'OTANIGAL NAME COMMON NAME INSIZE COMMENT MATURE GG GARYA GORPIFORMIS t311TERNUT LIGKORY 2" GAL. 1% & 6 80 X 50 4 MG MALUS 'GORALJ5URST' GORAL%URST GRAt3APPLE 1 1/2" GAL i3 & 6 25' X 25' 3 Me METASEqUOIA SLYPTOSTROOIPES PAWN REDWOOD 5' 11T i3 & It 80 X 25 N6 NYSSA SYLVATIGA t3LAGK TUPELO 2" GAL. i3 & 50 X 30 5 PA PIGEA Ar7IES NORWAY SPRUCE 3'-4 11T. i3 & 75' X 25' 15 PCB PIGEA SLAUGA PENSATA BLACK HILLS SPRUCE 6' HT. i3 & 6 40' X I5' PS PINUS STRONS WHITE PINE 5' HT. K & K 75' X 30 7 QR QUERGUS RU13RA RED OAK 2." GAL. f)&ff;, 70'X30' 1 TA TILIA AMERIGANA AMERIGAN j3ASSWOOP 2" GAL- t3 & F, 50 X 30 idi ZS ZELKOVA SERRATA ZELKOVA TREE 2" GAL- 8 & K 80 X 50' PLANT LIST - ShRUF7S, PERENNIALS, ORNAMENTAL GRASSES & GROUNPGOVER qTY KEY BOTANICAL NAME COMMON NAME INSTALL SIZE COMMENT MATURE SIZE Wxh 20 F76 JUNIPERUS SqUAMATA 't3LUE STAR' GLUE STAR JUNIPER I5" HT. GONT 3' X 4' 37 OK GALAMAOROSTIS X AGUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATt1ER REED GRASS I2" HT. GONT. X 2" 7 FO FORSYTHIA OVATA EARLY 5ORSYTIIIA I5"HT. GONT. G' X G' 7 TT ThUJA OGGIDENTALIS TEGHNY' TEGHNY ARtORVITAE 5' HT. !3 & I5 X G' 20 VG VINJRNUM TRIL013UM 'COMPAGTA' COMPACT AMERIGAN GRANt3LRRY SUSI1 VII URNUM 54" HT. GONT. 5' X 5' 5 VI VIi3URNUM PENTATUM ARROWOOP VIt3URNUM I5" NT GONT 8' X 8' STANDARD LEGEND AND NOTES — PROPERTY &/or BOUNDARY LINES CONGRESSIONAL SECTION LINES — RIGHT—OF—WAY LINES — EXISTING RIGHT—OF—WAY LINES CENTER LINES EXISTING CENTER LINES — LOT LINES, INTERNAL LOT LINES, PLATTED OR BY DEED — PROPOSED EASEMENT LINES — EXISTING EASEMENT LINES — BENCHMARK — RECORDED DIMENSIONS — CURVE SEGMENT NUMBER —EXIST— Os 4Oo © X 22-1 ( (( —PROP— — POWER POLE — POWER POLE W/DROP — POWER POLE W/TRANS — POWER POLE W/LIGHT — GUY POLE — LIGHT POLE — SANITARY MANHOLE • — FIRE HYDRANT — WATER VALVE CO — DRAINAGE MANHOLE ❑ — CURB INLET X FENCE LINE EXISTING SANITARY SEWER — PROPOSED SANITARY SEWER EXISTING STORM SEWER PROPOSED STORM SEWER WATER LINES ELECTRICAL LINES TELEPHONE LINES GAS LINES — CONTOUR LINES (1' INTERVAL) — PROPOSED GROUND — EXISTING TREE LINE — EXISTING DECIDUOUS TREE & SHRUB — EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. i UTILITIES THE CONTRACTOR SHALL NOTIFY IOWA ONE CALL AT 811 OR 800/292-8989 NO LESS THAN 48 HRS. IN ADVANCE OF ANY DIGGING OR EXCAVATION. IOWA JNE CALL,... WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. i "IllnUIICIDIEII.IN iieE 4GI II it II II IL co _ II S CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS ARCHITECTS SPECIALISTS ENVIRONMENTAL M MLANDSCAPE 1917 CI3. GILBERT IOWA CITY, IOWA 5224040 (319) 351-8282 www.mmsconsultants.net LOGO. \ <tINk..+TROL AINER CONTROL SION OF SYSTEMS MATCON OWNER/ADDRESS CON-TOL_ WATERLOO, IA J SEAL. \ DRAWING ISSUE INFORMATION ISSUE: PRICING SET DATE: 01/10/20 MARK DATE DESCRIPTION J JOB NO: D-288-18 \ MMS 7331-049 DRAWN BY: JEB CHECKED BY: BTM 1 ( \ THE INFORMATION CONTAINED HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY THE CLIENTS OF MODERN DESIGN ARCHITECTS, INC. ONLY. THE USE OF THESE DOCUMENTS FOR ANY OTHER PROJECTS, PURPOSE, LOCATION, PUBLICATION, REPRODUCTION OR DISTRIBUTION IN WHOLE OR PART, BY ANY INDIVIDUAL OR ORGANIZATION WITHOUT WRITTEN PERMISSION FROM MODERN DESIGN ARCHITECTS, INC. IS PROHIBITED. THE INFORMATION HEREIN REMAINS THE PROPERTY OF MODERN DESIGN ARCHITECTS, INC. AND ITS USE OR DISCLOSURE TO OTHERS IS PROHIBITED FOR ANY USE NOT \AUTHORI7ED BY MODERN DESIGN ARCHITECTS, INC. / SHEET LA\DSCAPE TTLE. DLA\ J SHEET NO. C 6 c 0 ,,\ J, co 0 0 0 G:A7331\7331-049\const\7331-049Y.dwg, CITY OF WATERLOO Council Communication Resolution approving a request by the City of Waterloo to dedicate a 15-foot wide permanent sanitary sewer easement, located south of 1318 Martin Road. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Planning & Zoning Clerk Office Reviewer Schroeder, Aric Even, LeAnn Action Approved Approved ATTACHMENTS: Description Type ❑ Easement Backup Material SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Date 4/1/2020 - 11:00 AM 4/1/2020 - 11:03 AM Resolution approving a request by the City of Waterloo to dedicate a 15-foot wide permanent sanitary sewer easement, located south of 1318 Martin Road. Submitted By: Noel Anderson, Community Planning and Developoment Director Approval This is a request by the City of Waterloo to dedicate a sanitary sewer easement over where a future sanitary sewer line is needed. None N/A Strategy 1.3: Ensure that development -ready sites exist and realistic, meaningful incentives are defined to attract new business and support existing businesses. This is a request by the City of Waterloo to dedicate a 15' sanitary sewer easement, located south of the 1318 Martin Road. The request to dedicate three sanitary sewer easements will not have a negative impact on the surrounding neighborhood. The request to dedicate one sanitary sewer easement would not appear to have a negative impact on vehicular traffic in the area. The city is requesting to dedicate the easement for a future sanitary sewer line that will serve development in the area. Page 361 of 464 Legal Descriptions: An Easement for Sanitary Sewer purposes over, under and across that part Lot Two (02), Brock Third Addition, Document No. 2020-08216 in the Black Hawk County Recorder's Office, which is also a part of the Southeast Quarter (SE 1/4) of Section Thirty-two (32), Township Eighty-nine North (T89N), Range Thirteen West (R13W) of the Fifth Principal Meridian, in the City of Waterloo, Black Hawk County, Iowa described as follows: The East Fifteen (15.00) feet of aforesaid Lot Two (02) containing 6896 square feet. Page 362 of 464 INDEX LEGEND General Description: Part of the Lot Two (02), Brock Third Add., Waterloo Surveyor. David L. Scheil (#16775) Surveying Company: Wayne Claassen Engineering & Surveying, Inc. 2705 University Avenue (P.O. Box 898) Waterloo, Iowa 50704 (319)235-6294 Plat Requested By: City of Waterloo Proprietor: City of Waterloo LEGAL DESCRIPTION SANITARY SEWER EASEMENT C E S For County Recorder's use. EASEMENT PLAT Sanitary Sewer Easement SHEET 1 OF� An Easement for Sanitary Sewer purposes over, under and across that part Lot Two (02), Brock Third Addition, Document No. 2020-08216in the Black Hawk County Recorder's Office, which is also a part of the Southeast Quarter (SE 1/4) of Section Thirty—two (32), Township Eighty—nine North (T89N), Range Thirteen West (R13W) of the Fifth Principal Meridian, in the City of Waterloo, Black Hawk County, Iowa described as follows: The East Fifteen (15.00) feet of aforesaid Lot Two (02) containing 6896 square feet. ON331JS3O NOTES: 1. The basis of bearings for this Plat of Survey is the East line of the SE 1/4 assigned a bearing of N01'34'26"W as per Iowa State Plane Coordinate System, North Zone, 2011 adjustment. ``````` ,00111 B 11 If i SY l e '' �• --c sr * ••- 4% `� • LICENSED••• * -p : 16775 IOWA CERTIFICATION I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Iowa. Signature' .S` David~L. Date: ,�^'>!',4 "r Pages or Sheets Co Scheil, P. .S?� , 20 z-C> License No 16775 vered by this Seal• 2 My license renewal date is December 31, 2020 Page 363 of 464 WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. P.O. BOX 898 WATERLOO, IOWA 50704-0898 PHONE: (VOICE) 319-235-6294 (FAX) 319-235-0028 120 0%0 1 INCH = 120 FEET SURVEY LEGEND: EASEMENT PLAT Sanitary Sewer Easement Part of the Lot Two (02), Brock Third Add., Waterloo, Black Hawk County, Iowa Proprietor: City of Waterloo • DENOTES FOUND PIN & RED CAP #16775 (UNLESS NOTED OTHERWISE) O DENOTES 1/2" X 24" STEEL REBAR W/ RED PLASTIC CAP W/ NO. 16775 SET DENOTES FOUND "X" CUT IN CONCRETE 000.00 DENOTES RECORD DIMENSION (000.00) DENOTES FIELD DIMENSION LOT 03 BROCK THIRD ADDITION Doc. No. 2020-08216 C E S LOT 01 BROCK THIRD ADDITION Doc. No. 2020-08216 (N89'14'20"E-1122.77') (N89' 14'20-E-430.03') 1'34'26"E-150.66 SHEET 2 OF-'2 EAST 230' — WEST 230' — — (S89' 10'37'W-160.01') N m (589'10'37'W) 7(40.01') 40' FOUND N .o 0 (N89' 14'20'E-168.3P) Tract 'B' (0.58 Acres) (N89' 10'37'E-168.377 LOT 02 BROCK THIRD ADD1110N Doc. No. 2020-08216 FOUND 1/2' REBAR� (N88'25'21'E-145.77') (N 59' 10' 10'E-400.007 LOT 01 BROCK SECOND ADDITION Doc. No. 2018-06057 W m t�] 200' (N B 9' 14'20'E-200.02' ) (N13910'37'E-160.01) f h (NBS'25'21'E-284.31') (N86'25'21'E-430.06') N90'00'00'E-430.00' 10' UTIU Y EASEMENT AS PER BROCK ADDMON LOT 01 BROCK ADDITION (N01'34'26"W-200.021 o I '0 co I 0 NI O 0 — (S01' 34'40"E-459.73') 0 0 b 0 m CD CD ID 0 (s89'10'371W) (40.01') 40' 'ON 3-113 S3O r- r Page 364 of 464 CITY OF WATERLOO Council Communication Resolution approving construction plans for grading, paving, and utility construction serving the Lincolnshire Road Addition, as submitted by Clapsaddle-Garber Associates, Inc., of Cedar Falls, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorizing the Mayor to execute said documents. City Council Meeting: 4/6/2020 Prepared: 3/30/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 3/30/2020 - 11:12 AM Clerk Office Even, LeAnn Approved 3/31/2020 - 10:02 AM SUBJECT: Submitted by: Summary Statement: Background Information: Resolution approving construction plans for grading, paving, and utility construction serving the Lincolnshire Road Addition, as submitted by Clapsaddle-Garber Associates, Inc., of Cedar Falls, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorizing the Mayor to execute said documents. Submitted By: Dennis Gentz, PE, Assistant City Engineer These construction plans have been reviewed by the Engineering Department. They appear to meet current design standards and specifications, therefore they are recommended for approval by the City Council. Page 365 of 464 CITY OF WATERLOO Council Communication Resolution approving a Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, in an amount not to exceed $544,971.75, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Highway 218, Contract No. 1020, and authorizing the Mayor to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/17/2020 REVIEWERS: Department Engineering Clerk Office Reviewer Knutson, Jamie Even, LeAnn ATTACHMENTS: Description ❑ Cont 1020_PSA HRGreen SUBJECT: Submitted by: Summary Statement: Expenditure Required: Source of Funds: Background Information: Action Approved Approved Type Cover Memo Date 3/17/2020 - 11:09 AM 3/17/2020 - 12:15 PM Resolution approving a Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, in an amount not to exceed $544,971.75, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Highway 218, Contract No. 1020, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, City Engineer See attached agreement for Scope of Services not to exceed $544,971.75 GO Bonds Page 366 of 464 HRGreen® PROFESSIONAL SERVICES AGREEMENT For Shaulis Road Preliminary and Final Design Jamie Knutson, P.E. City Engineer City of Waterloo Engineering Dept. 715 Mulberry St, Waterloo, IA 50703 319-291-4312 Aaron D. Granquist, P.E. Project Manager HR GREEN, INC. 8710 Earhart Lane SW, Cedar Rapids, IA 52404 319-841-4326 HR Green Proj #: 190428.02 3/16/2020 Version 2.1 02212019 Page 367 of 464 TABLE OF CONTENTS 1.0 PROJECT UNDERSTANDING 2.0 SCOPE OF SERVICES 3.0 DELIVERABLES AND SCHEDULES INCLUDED IN THIS AGREEMENT 4.0 ITEMS NOT INCLUDED IN AGREEMENT/SUPPLEMENTAL SERVICES 5.0 SERVICES BY OTHERS 6.0 CLIENT RESPONSIBILITIES 7.0 PROFESSIONAL SERVICES FEE 8.0 TERMS AND CONDITIONS Version2.1 02212019 Page 368 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 1 of 8 THIS AGREEMENT is between CITY OF WATERLOO (hereafter "CLIENT") and HR GREEN, INC. (hereafter "COMPANY"). 1.0 Project Understanding 1.1 General Understanding The project will consist of: • Preliminary and Final Design of the reconstruction of E. Shaulis Road from the intersection with Hess Rd. to the intersection with Dysart Rd, including six intersections with Hess Rd., Lost Island Access, Isle of Capri Blvd, Lost World Access, Dysart Rd, and US 218. . • Preliminary and Final Design of traffic signal improvements at the intersections of E. Shaulis Road with Lost Island Access, Isle of Capri Blvd., Lost Worlds Access, Dysart Rd., and US 218. • Preliminary and Final Design of 28 reinforced concrete box culverts to better convey floods in the Sink Creek watershed. • Evaluation of the existing bridge over Sink Creek for viability to supplement flood conveyance, extend suitable life span, and provide room for vehicular, bicycle, and pedestrian transportation uses. • Specific tasks as provided in the Scope of Services. 2.0 Scope of Services and Deliverables The CLIENT agrees to employ COMPANY to perform the following services: See Attachment A 3.0 Fee Breakdown and Schedules Included in this Agreement See Attachment B The schedule was prepared to include reasonable allowances for review and approval times required by the CLIENT and public authorities having jurisdiction over the project. This schedule shall be equitably adjusted as the project progresses, allowing for changes in the scope of the project requested by the CLIENT or for delays or other causes beyond the control of COMPANY. 4.0 Items not included in Agreement/Supplemental Services The following items are not included as part of this agreement: See Attachment A Supplemental services not included in the agreement can be provided by COMPANY under separate agreement, if desired. 5.0 Services by Others Subconsultants to provide: Version2.1 02212019 Page 369 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 2 of 8 • Topographic, boundary, and structural surveys • ROW acquisition plats • Geotechnical investigation and laboratory analysis 6.0 Client Responsibilities • Facilitate discussions with local stakeholders. • Attend meetings as listed in Attachment A. • Provide available traffic equipment record drawings, condition reports, and replacement preferences. • Provide roadway lighting equipment preferences and record drawings of existing lighting and electrical connections. • Provide Sink Creek bridge record drawings and inspection reports. • Provide Shaulis Road and minor roads record drawings. • Negotiate and acquire ROW as identified and shown in acquisition plats. • Provide maps of City -owned utilities and other assets within the project limits. • Payment of permit application fees and negotiations with property owners for flood easements. 7.0 Professional Services Fee 7.1 Fees The fee for services will be based on COMPANY standard hourly rates current at the time the Agreement is signed. These standard hourly rates are subject to change upon 30 days' written notice. Non -salary expenses directly attributable to the project such as: (i) living and traveling expenses of employees when away from the home office on business connected with the project; (ii) identifiable communication expenses; (iii) identifiable reproduction costs applicable to the work; and (iv) outside services will be charged in accordance with the rates current at the time the service is done. 7.2 Invoices Invoices for COMPANY's services shall be submitted, on a monthly basis. Invoices shall be due and payable upon receipt. If any invoice is not paid within 15 days, COMPANY may, without waiving any claim or right against the CLIENT, and without liability whatsoever to the CLIENT, suspend or terminate the performance of services. The retainer shall be credited on the final invoice. Accounts unpaid 30 days after the invoice date may be subject to a monthly service charge of 1.5% (or the maximum legal rate) on the unpaid balance. In the event that any portion of an account remains unpaid 60 days after the billing, COMPANY may institute collection action and the CLIENT shall pay all costs of collection, including reasonable attorney's fees. 7.3 Extra Services Any service required but not included as part of this Agreement shall be considered extra services. Extra services will be billed on a Time and Material basis with prior approval of the CLIENT. Version2.1 02212019 Page 370 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 3 of 8 7.4 Exclusion This fee does not include attendance at any meetings or public hearings other than those specifically listed in the Scope of Services. These service items are considered extra and are billed separately on an hourly basis. 7.5 OMMITTED 7.6 Payment The CLIENT agrees to pay COMPANY on the following basis: Per current Rate Schedule with a Not -to -Exceed fee of $ 537,127.75 See Attachment B for a fee breakdown. 8.0 Terms and Conditions The following Terms and Conditions are incorporated into this Agreement and made a part of it. 8.1 Standard of Care Services provided by COMPANY under this Agreement will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing at the same time and in the same or similar locality. 8.2 Entire Agreement This Agreement and its attachments constitute the entire understanding between CLIENT and COMPANY relating to COMPANY's services. Any prior or contemporaneous agreements, promises, negotiations, or representations not expressly set forth herein are of no effect. Subsequent modifications or amendments to this Agreement shall be in writing and signed by the parties to this Agreement. If the CLIENT, its officers, agents, or employees request COMPANY to perform extra services pursuant to this Agreement, CLIENT will pay for the additional services even though an additional written agreement is not issued or signed. 8.3 Time Limit and Commencement of Services This Agreement must be executed within ninety (90) days to be accepted under the terms set forth herein. The services will be commenced immediately upon receipt of this signed Agreement. 8.4 Suspension of Services If the Project or the COMPANY'S services are suspended by the CLIENT for more than thirty (30) calendar days, consecutive or in the aggregate, over the term of this Agreement, the COMPANY shall be compensated for all services performed and reimbursable expenses incurred prior to the receipt of notice of suspension. In addition, upon resumption of services, the CLIENT shall compensate the COMPANY for expenses incurred as a result of the suspension and resumption of its services, and the COMPANY'S schedule and fees for the remainder of the Project shall be equitably adjusted. If the COMPANY'S services are suspended for more than ninety (90) days, consecutive or in the aggregate, the COMPANY may terminate this Agreement upon giving not less than five (5) calendar days' written notice to the CLIENT. If the CLIENT is in breach of this Agreement, the COMPANY may suspend performance of services upon five (5) calendar days' notice to the CLIENT. The COMPANY shall have no liability to the CLIENT and the CLIENT agrees to make no claim for any delay or damage as a result of such suspension caused by any breach of this Agreement by the CLIENT. Upon receipt of payment in full of all outstanding sums due from the CLIENT, or curing of such other breach which caused the COMPANY to suspend services, the COMPANY shall resume services and there shall be an equitable adjustment to the remaining project schedule and fees as a result of the suspension. 8.5 Books and Accounts COMPANY will maintain books and accounts of payroll costs, travel, subsistence, field, and incidental expenses for a period of five (5) years. Said books and accounts will be available at all reasonable times for examination by CLIENT at the corporate office of COMPANY during that time. Version2.1 02212019 Page 371 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 4 of 8 8.6 Insurance COMPANY will maintain insurance for claims under the Worker's Compensation Laws, and from General Liability and Automobile claims for bodily injury, death, or property damage, and Professional Liability insurance caused by the negligent performance by COMPANY's employees of the functions and services required under this Agreement. 8.7 Termination or Abandonment Either party has the option to terminate this Agreement. In the event of failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party, then the obligation to provide further services under this Agreement may be terminated upon seven (7) days' written notice. If any portion of the services is terminated or abandoned by CLIENT, the provisions of this Schedule of Fees and Conditions in regard to compensation and payment shall apply insofar as possible to that portion of the services not terminated or abandoned. If said termination occurs prior to completion of any phase of the project, the fee for services performed during such phase shall be based on COMPANY's reasonable estimate of the portion of such phase completed prior to said termination, plus a reasonable amount to reimburse COMPANY for termination costs. 8.8 Waiver COMPANY's waiver of any term, condition, or covenant or breach of any term, condition, or covenant, shall not constitute a waiver of any other term, condition, or covenant, or the breach thereof. 8.9 Severability If any provision of this Agreement is declared invalid, illegal, or incapable of being enforced by any Court of competent jurisdiction, all of the remaining provisions of this Agreement shall nevertheless continue in full force and effect, and no provision shall be deemed dependent upon any other provision unless so expressed herein. 8.10 Successors and Assigns All of the terms, conditions, and provisions hereof shall inure to the benefit of and are binding upon the parties hereto, and their respective successors and assigns, provided, however, that no assignment of this Agreement shall be made without written consent of the parties to this Agreement. 8.11 Third -Party Beneficiaries Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the COMPANY. The COMPANY's services under this Agreement are being performed solely for the CLIENT's benefit, and no other party or entity shall have any claim against the COMPANY because of this Agreement or the performance or nonperformance of services hereunder. The CLIENT and COMPANY agree to require a similar provision in all contracts with contractors, subcontractors, sub -consultants, vendors and other entities involved in this project to carry out the intent of this provision. 8.12 Governing Law and Jurisdiction The CLIENT and the COMPANY agree that this Agreement and any legal actions concerning its validity, interpretation and performance shall be governed by the laws of the State of Iowa without regard to any conflict of law provisions, which may apply the laws of other jurisdictions. It is further agreed that any legal action between the CLIENT and the COMPANY arising out of this Agreement or the performance of the services shall be brought in a court of competent jurisdiction in the State of Iowa. 8.13 Dispute Resolution Mediation. In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project, the CLIENT and COMPANY agree that all disputes between them arising out of or relating to this Agreement shall be submitted to non -binding mediation unless the parties mutually agree otherwise. The CLIENT and COMPANY further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors, sub -consultants, suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. 8.14 Attorney's Fees If litigation arises for purposes of collecting fees or expenses due under this Agreement, the Court in such litigation shall award reasonable costs and expenses, including attorney fees, to the party justly entitled thereto. Version2.1 02212019 Page 372 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 5 of 8 In awarding attorney fees, the Court shall not be bound by any Court fee schedule, but shall, in the interest of justice, award the full amount of costs, expenses, and attorney fees paid or incurred in good faith. 8.15 Ownership of Instruments of Service All reports, plans, specifications, field data, field notes, laboratory test data, calculations, estimates and other documents including all documents on electronic media prepared by COMPANY as instruments of service shall remain the property of COMPANY. COMPANY shall retain these records for a period of five (5) years following completion/submission of the records, during which period they will be made available to the CLIENT at all reasonable times. 8.16 Reuse of Documents All project documents including, but not limited to, plans and specifications furnished by COMPANY under this project are intended for use on this project only. Any reuse, without specific written verification or adoption by COMPANY, shall be at the CLIENT's sole risk, and CLIENT shall defend, indemnify and hold harmless COMPANY from all claims, damages and expenses including attorneys fees arising out of or resulting therefrom. Under no circumstances shall delivery of electronic files for use by the CLIENT be deemed a sale by the COMPANY, and the COMPANY makes no warranties, either express or implied, of merchantability and fitness for any particular purpose. In no event shall the COMPANY be liable for indirect or consequential damages as a result of the CLIENT's use or reuse of the electronic files. 8.17 Failure to Abide by Design Documents or To Obtain Guidance The CLIENT agrees that it would be unfair to hold COMPANY liable for problems that might occur should COMPANY'S plans, specifications or design intents not be followed, or for problems resulting from others' failure to obtain and/or follow COMPANY'S guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are detected or alleged to exist in or as a consequence of implementing COMPANY'S plans, specifications or other Instruments of Service. Accordingly, the CLIENT waives any claim against COMPANY, and agrees to defend, indemnify and hold COMPANY harmless from any claim for injury or losses that results from failure to follow COMPANY'S plans, specifications or design intent, or for failure to obtain and/or follow COMPANY'S guidance with respect to any alleged errors, omissions, inconsistencies, ambiguities or conflicts contained within or arising as a result of implementing COMPANY'S plans, specifications or other Instruments of Service. The CLIENT also agrees to compensate COMPANY for any time spent and expenses incurred remedying CLIENT's failures according to COMPANY'S prevailing fee schedule and expense reimbursement policy. 8.18 Opinion of Probable Construction Cost As part of the Deliverables, COMPANY may submit to the CLIENT an opinion of probable cost required to construct work recommended, designed, or specified by COMPANY, if required by CLIENT. COMPANY is not a construction cost estimator or construction contractor, nor should COMPANY'S rendering an opinion of probable construction costs be considered equivalent to the nature and extent of service a construction cost estimator or construction contractor would provide. This requires COMPANY to make a number of assumptions as to actual conditions that will be encountered on site; the specific decisions of other design professionals engaged; the means and methods of construction the contractor will employ; the cost and extent of labor, equipment and materials the contractor will employ; contractor's techniques in determining prices and market conditions at the time, and other factors over which COMPANY has no control. Given the assumptions which must be made, COMPANY cannot guarantee the accuracy of its opinions of cost, and in recognition of that fact, the CLIENT waives any claim against COMPANY relative to the accuracy of COMPANY'S opinion of probable construction cost. 8.19 Design Information in Electronic Form Because electronic file information can be easily altered, corrupted, or modified by other parties, either intentionally or inadvertently, without notice or indication, COMPANY reserves the right to remove itself from its ownership and/or involvement in the material from each electronic medium not held in its possession. CLIENT shall retain copies of the work performed by COMPANY in electronic form only for information and use by CLIENT for the specific purpose for which COMPANY was engaged. Said material shall not be used by CLIENT or transferred to any other party, for use in other projects, additions to this project, or any other purpose for which the material was not strictly intended by COMPANY without COMPANY's express written permission. Any unauthorized use or reuse or modifications of this material shall be at CLIENT'S sole risk. Furthermore, Version2.1 02212019 Page 373 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 6 of 8 the CLIENT agrees to defend, indemnify, and hold COMPANY harmless from all claims, injuries, damages, losses, expenses, and attorneys fees arising out of the modification or reuse of these materials. The CLIENT recognizes that designs, plans, and data stored on electronic media including, but not limited to computer disk, magnetic tape, or files transferred via email, may be subject to undetectable alteration and/or uncontrollable deterioration. The CLIENT, therefore, agrees that COMPANY shall not be liable for the completeness or accuracy of any materials provided on electronic media after a 30 day inspection period, during which time COMPANY shall correct any errors detected by the CLIENT to complete the design in accordance with the intent of the contract and specifications. After 40 days, at the request of the CLIENT, COMPANY shall submit a final set of sealed drawings, and any additional services to be performed by COMPANY relative to the submitted electronic materials shall be subject to separate Agreement. The CLIENT is aware that differences may exist between the electronic files delivered and the printed hard -copy construction documents. In the event of a conflict between the signed construction documents prepared by the COMPANY and electronic files, the signed or sealed hard -copy construction documents shall govern. 8.20 Information Provided by Others The CLIENT shall furnish, at the CLIENT's expense, all information, requirements, reports, data, surveys and instructions required by this Agreement. The COMPANY may use such information, requirements, reports, data, surveys and instructions in performing its services and is entitled to rely upon the accuracy and completeness thereof. The COMPANY shall not be held responsible for any errors or omissions that may arise as a result of erroneous or incomplete information provided by the CLIENT and/or the CLIENT's consultants and contractors. COMPANY is not responsible for accuracy of any plans, surveys or information of any type including electronic media prepared by any other consultants, etc. provided to COMPANY for use in preparation of plans. The CLIENT agrees, to the fullest extent permitted by law, to indemnify and hold harmless the COMPANY from any damages, liabilities, or costs, including reasonable attorneys' fees and defense costs, arising out of or connected in any way with the services performed by other consultants engaged by the CLIENT. COMPANY is not responsible for accuracy of topographic surveys provided by others. A field check of a topographic survey provided by others will not be done under this Agreement unless indicated in the Scope of Services. 8.21 Force Majeure The CLIENT agrees that the COMPANY is not responsible for damages arising directly or indirectly from any delays for causes beyond the COMPANY's control. CLIENT agrees to defend, indemnify, and hold COMPANY, its consultants, agents, and employees harmless from any and all liability, other than that caused by the negligent acts, errors, or omissions of COMPANY, arising out of or resulting from the same. For purposes of this Agreement, such causes include, but are not limited to, strikes or other labor disputes; severe weather disruptions or other natural disasters or acts of God; fires, riots, war or other emergencies; failure of any government agency to act in timely manner; failure of performance by the CLIENT or the CLIENT'S contractors or consultants; or discovery of any hazardous substances or differing site conditions. Severe weather disruptions include but are not limited to extensive rain, high winds, snow greater than two (2) inches and ice. In addition, if the delays resulting from any such causes increase the cost or time required by the COMPANY to perform its services in an orderly and efficient manner, the COMPANY shall be entitled to a reasonable adjustment in schedule and compensation. 8.22 Job Site Visits and Safety Neither the professional activities of COMPANY, nor the presence of COMPANY'S employees and sub - consultants at a construction site, shall relieve the General Contractor and any other entity of their obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. COMPANY and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The CLIENT agrees that the General Contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the CLIENT's AGREEMENT with the General Contractor. The CLIENT also agrees that the CLIENT, COMPANY and COMPANY'S consultants shall be indemnified and shall be made additional insureds on the General Contractor's and all subcontractor's general liability policies on a primary and non-contributory basis. Version2.1 02212019 Page 374 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 7 of 8 8.23 Hazardous Materials CLIENT hereby understands and agrees that COMPANY has not created nor contributed to the creation or existence of any or all types of hazardous or toxic wastes, materials, chemical compounds, or substances, or any other type of environmental hazard or pollution, whether latent or patent, at CLIENT's premises, or in connection with or related to this project with respect to which COMPANY has been retained to provide professional engineering services. The compensation to be paid COMPANY for said professional engineering services is in no way commensurate with, and has not been calculated with reference to, the potential risk of injury or loss which may be caused by the exposure of persons or property to such substances or conditions. Therefore, to the fullest extent permitted by law, CLIENT agrees to defend, indemnify, and hold COMPANY, its officers, directors, employees, and consultants, harmless from and against any and all claims, damages, and expenses, whether direct, indirect, or consequential, including, but not limited to, attorney fees and Court costs, arising out of, or resulting from the discharge, escape, release, or saturation of smoke, vapors, soot, fumes, acid, alkalis, toxic chemicals, liquids gases, or any other materials, irritants, contaminants, or pollutants in or into the atmosphere, or on, onto, upon, in, or into the surface or subsurface of soil, water, or watercourses, objects, or any tangible or intangible matter, whether sudden or not. It is acknowledged by both parties that COMPANY'S scope of services does not include any services related to asbestos or hazardous or toxic materials. In the event COMPANY or any other party encounters asbestos or hazardous or toxic materials at the job site, or should it become known in any way that such materials may be present at the job site or any adjacent areas that may affect the performance of COMPANY'S services, COMPANY may, at its option and without liability for consequential or any other damages, suspend performance of services on the project until the CLIENT retains appropriate specialist consultant(s) or contractor(s) to identify, abate and/or remove the asbestos or hazardous or toxic materials, and warrants that the job site is in full compliance with applicable laws and regulations. Nothing contained within this Agreement shall be construed or interpreted as requiring COMPANY to assume the status of a generator, storer, transporter, treater, or disposal facility as those terms appear within the Resource Conservation and Recovery Act, 42 U.S.C.A., §6901 et seq., as amended, or within any State statute governing the generation, treatment, storage, and disposal of waste. 8.24 Certificate of Merit The CLIENT shall make no claim for professional negligence, either directly or in a third party claim, against COMPANY unless the CLIENT has first provided COMPANY with a written certification executed by an independent design professional currently practicing in the same discipline as COMPANY and licensed in the State in which the claim arises. This certification shall: a) contain the name and license number of the certifier; b) specify each and every act or omission that the certifier contends is a violation of the standard of care expected of a design professional performing professional services under similar circumstances; and c) state in complete detail the basis for the certifier's opinion that each such act or omission constitutes such a violation. This certificate shall be provided to COMPANY not less than thirty (30) calendar days prior to the presentation of any claim or the institution of any judicial proceeding. 8.25 Limitation of Liability In recognition of the relative risks and benefits of the Project to both the CLIENT and the COMPANY, the risks have been allocated such that the CLIENT agrees, to the fullest extent permitted by law, to limit the liability of the COMPANY and COMPANY'S officers, directors, partners, employees, shareholders, owners and sub - consultants for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and costs and expert -witness fees and costs, so that the total aggregate liability of the COMPANY and COMPANY'S officers, directors, partners, employees, shareholders, owners and sub -consultants shall not exceed $50,000.00, or the COMPANY'S total fee for services rendered on this Project, whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. 8.26 Intentionally Omitted 8.27 Intentionally Omitted 8.28 Intentionally Omitted 8.29 Intentionally Omitted 8.30 Intentionally Omitted 8.31 Soliciting Employment Version2.1 02212019 Page 375 of 464 Agreement Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 8 of 8 Neither party to this AGREEMENT will solicit an employee of the other nor hire or make an offer of employment to an employee of the other that is working on this PROJECT, without prior written consent of the other party, during the time this AGREEMENT is in effect. 8.32 Intentionally Omitted 8.33 Intentionally Omitted 8.34 Intentionally Omitted 8.35 Intentionally Omitted 8.36 Intentionally Omitted 8.37 Municipal Advisor The COMPANY is not a Municipal Advisor registered with the Security and Exchange Commission (SEC) as defined in the Dodd -Frank Wall Street Reform and Consumer Protection Act. When the CLIENT is a municipal entity as defined by said Act, and the CLIENT requires project financing information for the services performed under this Agreement, the CLIENT will provide the COMPANY with a letter detailing who their independent registered municipal advisor is and that the CLIENT will rely on the advice of such advisor. A sample letter can be provided to the CLIENT upon request. This Agreement is approved and accepted by the CLIENT and COMPANY upon both parties signing and dating the Agreement. Services will not begin until COMPANY receives a signed agreement. COMPANY's services shall be limited to those expressly set forth in this Agreement and COMPANY shall have no other obligations or responsibilities for the Project except as agreed to in writing. The effective date of the Agreement shall be the last date entered below. Sincerely, HR GREEN, INC. i Aaron D. Granquist Approved by: Printed/Typed Name: Title: ii/d6 Zoe City of Waterloo, Iowa Accepted by: Printed/Typed Name: Title: Mayor Date: 3//G/u Quentin Hart Date: \\hrgreen.com\H RG\Data\2019\190428.02\Admin\Contract\CI ient\PSA-200309-W aterlooShaulisRoad Design.docx Version2.1 02212019 Page 376 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 1 of 13 ATTACHMENT A- SCOPE OF SERVICES The Scope of Services to be performed by the COMPANY will include the services and supplies to complete the following tasks: TASK A - CONTRACT MANAGEMENT 1. Project Administration 1.1 Project Management COMPANY will maintain a system for monitoring progress to allow monthly tracking and invoicing. The COMPANY will prepare and submit monthly email updates summarizing the project status and informing of any unexpected issues. The monthly update will include a list of requested information from the CLIENT with a desired response date noted to avoid delay of the COMPANY's services. 1.2 Monitoring Project Scope and Schedule This task includes the development and tracking of the project plan for the project development. This includes task identification, scheduling, task assignment, relating all tasks to the others, coordination with other members of the project team. The COMPANY will inform the CLIENT of services required which may not be included in the scope of the design services contract approved by the CLIENT for this Project. It will be the responsibility of the COMPANY to make the CLIENT aware of any potential amendments to the contract before the services are rendered. This notice must occur prior to any extra services being performed. Only those services approved by the CLIENT are eligible for compensation. If design work is not progressing in a manner to comply with the anticipated completion date, the COMPANY will provide a brief summary of the actions to be taken to reduce or eliminate any delays in completing the design in accordance with the agreed upon schedule. 1.3 Invoice Preparation and Processing The COMPANY will prepare and review monthly billings for accuracy before submittal to CLIENT. Work with CLIENT finance representatives to correct any discrepancies. 1.4 Internal Team Meetings The COMPANY will conduct internal coordination meetings to ensure contractual requirements are met and facilitate a collaborative environment for project success. Meetings are assumed to occur every week during design phase and include the project manager, task leads, and select individuals. 1.5 Quality Control Plan Establish review and checking procedures for project deliverables. Designate responsibility for implementation of the plan. 2. Project Coordination 2.1 Project Review Meetings The COMPANY will meet with the CLIENT to review progress and to discuss specific elements of the project. The meetings will also serve to establish schedules, develop project goals, establish initial design parameters, promote a dialog between the various entities, improve the decision -making process, and expedite concept development. The COMPANY will prepare minutes of the meetings and keep documentation of other communications. For budget purposes, it is assumed that the meetings will be attended by two (2) staff members of the COMPANY. A-1 Page 377 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 2 of 13 The following meetings are included with the scope of work: • Kickoff Meeting • Preliminary Design Review • Final Design Review • CLIENT Council Presentation Preparation 2.2 Public Involvement The COMPANY will conduct one (1) public informational meeting (PIM). The presentation will provide a brief overview of the results of the previous hydraulic and traffic operations studies, then describe the project details and construction schedule. It is anticipated this PIM will occur near the end of the design phase. 2.3 CLIENT Council Presentations The COMPANY will make two (2) presentations to CLIENT Council. The first will provide a brief overview of the results of the previous hydraulic and traffic operations studies. Another presentation will be provided near the end of the design phase to describe the project details and construction schedule. TASK B — SURVEYING SERVICES The COMPANY will contract with a licensed surveyor to provide the items in Task B. 1. Control Surveys The COMPANY will establish horizontal and vertical control for the Project area in accordance applicable standards. Each permanent control point or benchmark will have horizontal coordinates or elevation, and will provide monument tie notes including monument descriptions. Accurate descriptions of the horizontal control points and benchmarks will be created and recorded on the plan sheets. Horizontal control will be in state -plane coordinates and vertical control per USGS datum. COMPANY will provide sufficient control for construction. If it is determined by the CLIENT that control is insufficient, the COMPANY will add control points. 2. Topographic Surveys Perform topographic survey within the project limits, including centerline, edge of pavement, back of curb, gutter, concrete, sidewalks, pathways, driveways, buildings, fences, landscape edges, retaining walls, bridges, culverts, and other surface features/visible improvements. Survey ground shots to produce 1-foot contours. Survey vegetation 4-inch diameter and larger and outline thickly wooded areas. Survey utilities, including water, sanitary, storm, and private utility infrastructure. Set control points for construction. 3. Boundary Surveys The COMPANY will determine the location of existing Right -of -Way (ROW) and identify property owners adjacent to the project. This task consists of researching record documents at the CLIENT and County and locating existing monumentation (including, but not limited to, property pins, government corners, and other monuments) along the corridor. All found monuments will be shown on the H sheets in contract drawings. 4. Acquisition Documents The bullets below include the estimated number of acquisition documents. The COMPANY will provide 3 signed copies of each. • ROW (fee title; plat signed by an LS) — up to 4 total • Temporary easement (exhibit; no signature required) — up to 12 total If additional plats or exhibits are needed beyond what is in the bullets above, this will be considered extra A-2 Page 378 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 3 of 13 work and completed by amendment. Plats showing individual right of way acquisitions will comply with requirements of Iowa Code Section 354.4. Staking of proposed ROW and/or easements will be provided for all said locations during the acquisition TASK of the project. Utilize Iowa DOT -style symbols when preparing ROW and property boundary exhibits for use during design and easement acquisitions. In the event the plats, exhibits and/or PIDs are found to be in error, these will be rectified by the COMPANY without expense to the CLIENT. The COMPANY will give immediate attention to any changes so there will be a minimum of delay. TASK C — GEOTECHNICAL SERVICES The COMPANY will contract with a licensed geotechnical COMPANY to perform the tasks described in Task C 1. Field Investigation 1.1 Roadway Borings Conduct soil borings at eleven (11) locations along the proposed roadway and trails alignments to depths of 10 feet or auger refusal. Observe and record groundwater levels. Prepare boring logs. 1.2 Structural Borings Conduct soil borings at two (2) locations, upstream and downstream ends of proposed box culverts, to depths of 25-30 feet or auger refusal. Observe and record groundwater levels. Prepare boring logs. 2. Administration and Analysis 2.1 Geotechnical Administration Coordinate communications, responsibilities, schedule and budget information and other elements for the project with geotechnical sub -COMPANY. Establish a detailed project scope and project schedule indicating critical dates, milestones, and deliverables. 2.2 Laboratory Testing and Report Perform laboratory testing on collected samples to characterize and evaluate site conditions and develop engineering recommendations. Prepare a geotechnical engineering report with: • General site and project descriptions • Boring logs with field and laboratory data • Stratification based on visual soil and rock classification • Groundwater levels observed during and after the completion of drilling • Site and boring location plans • Subsurface exploration procedures • Description of subsurface conditions • Subgrade preparation/earthwork recommendations A digital PDF copy of the geotechnical report will be included in the Project Manual and given to the CLIENT. TASK D — BRIDGE EVALUATION The existing bridge structure carrying Shaulis Road over Sink Creek is a 3-span continuous concrete slab bridge with a roadway width of 44 feet. This roadway layout includes 2-12 foot lanes and 2-10 foot shoulders. This bridge evaluation study will consider various options to accommodate a multi -use path as well as two vehicular traffic lanes at this location. 1. Bridge Evaluation HR Green will visit the bridge site and evaluate the areas identified as needing repair in the Structure Inventory Rating Inspection reports provided by the CLIENT. Visual evaluation only and non-destructive A-3 Page 379 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 4 of 13 testing procedures will be used to assess these areas. 2. Findings Memo Recommendations for the rehabilitation of these areas to best meet the CLIENT's needs will be identified and described within the technical memorandum. 3. Hydraulics Review and Scour Analysis Previous hydraulic analysis, completed by HR Green, will be used to approximate adequate scour protection measures, if needed. 4. Evaluate Multiuse Path Alternatives HR Green will perform conceptual design services including the preparation of concept design details depicting the proposed multi -use path and bridge modifications to widen or replace the existing bridge. Coordination with roadway construction regarding potential options for temporary traffic control during construction. It is assumed the following four options will be investigated: a) Bridge widening with substructure units on one side of the bridge. b) Complete bridge replacement. c) Independent pedestrian bridge adjacent to the existing structure. d) Accommodate multiuse path on existing bridge deck. 5. Rehabilitation Recommendations During conceptual design we will review existing bridge plans and bridge sufficiency reports provided by the CLIENT. HR Green will prepare Opinions of Probable Cost (OPCs) for rehabilitation recommendations and feasible multiuse path options. 6. Final Technical Memorandum The deliverable will be a "Bridge Concept Study Technical Memorandum" that explains the concept alternatives listed above with associated costs and HR Green's recommended alternative. Exclusions: The following items are excluded from this technical memorandum: • Load Rating • Structural analysis of existing or proposed structures • Materials testing • Additional hydraulic analysis for proposed structures TASK E — CLOMR & LOMR PREPARATION The CLIENT intends to make several improvements to Shaulis Road, including decreasing the frequency that the road is flooded. Currently, Shaulis Road is overtopped by Sink Creek floods once or twice a year, making travel hazardous, limiting access of emergency vehicles, and disrupting access to areas businesses. Preliminary engineering analysis indicate that a higher roadway profile and a larger bridge opening are needed to increase the roadway level of protection. The combined improvements will cause a slight rise of the 100-year base flood elevation, therefore, a Conditional Letter of Map Revision is required (CLOMR) as well as an eventual Letter of Map Revision (LOMR). 1. Iowa DNR Coordination Meet with Iowa Department of Natural Resources as part of the pre-CLOMR application process. 2. Hydrologic and Hydraulic Documentation (HEC-HMS HEC-RAS, GIS) Document previously completed hydrologic computations (HEC-HMS) and previously completed floodplain A-4 Page 380 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 5 of 13 delineation (HEC-RAS and GIS Mapping) prepared during feasibility analysis for Shaulis Road improvements; 3. Floodway Delineation and Easements Prepare and document a floodway delineation based on the hydraulic analysis recently completed for the feasibility analysis for Shaulis Roadway improvements; prepare flood easement documents. 4. Public Notification Prepare and coordinate public notification for the floodplain and floodway changes. 5. CLOMR Preparation Prepare and package CLOMR application (MT forms, check for fee, applications narratives (Form 1, Hydrology-Form2a, Hydraulics -Form 2b, Mapping -Form 2c, Comments -Form 2d, Roadway -Form 3, Models). Make submittals to Iowa Department of Natural Resources and Federal Emergency Management Agency and respond to their questions and comments. 6. LOMR Preparation Provide As -built survey and certification. Package, monitor, and revise LOMR & Quality Control. TASK F — CULVERT DESIGN The project includes the up to twenty-eight (28), 10' span X 4' depth, reinforced concrete box culverts (RCBs) to be installed under E. Shaulis Road to convey floods associated with Sink Creek. Depending on the viability of the existing bridge over Sink Creek, the number of RCBs constructed may be reduced. For budgeting purposes, the assumed number of RCBs to be designed is 28. 1. Preliminary Plans (60%) Complete preliminary design of RCBs consistent with Iowa DOT Bridges and Structures Bureau guidelines. Design will be presented as Type, Size, and Location Plats (TS&Ls) with a scale of 1" = 20' printed half-size (11X17 drawings resulting in a print scale of 1" = 40'). Iowa DOT Pink Sheets Access Data Base (.ddb) file will not be required or included. RBCs and End Sections will match Iowa DOT precast standards and will have approximately 3 inches of space between them that are filled with flowable mortar. RCBs and End Sections will be arranged for 30-degree skew angle. Sheets will be included in the V sheets as described in other portions of this document. Opinion of Cost information will be included with other project items. 2. Check and Final Plans Finalize the design of RCBs consistent with Iowa DOT Bridges and Structures Bureau guidelines. TS&Ls will be supplemented with General Notes, Estimate of Project Quantities, Estimate Reference Information, Design Values, and Special Details. Sheets will be included in the V sheets as described in other portions of this document. Opinion of Cost information will be included with other project items. TASK G — ROADWAY DESIGN 1. Plans Configuration The following Sheet Numbering System should generally be followed for this project. A.01 Title Sheet — to include: Project Title "Location -From -To -Description of Work"; contract number; CIP funds used for this project; location map; index of sheets; City department signature block(s); City of Waterloo, IA; council/mayor names; bid date; Name, logo and phone number of A-5 Page 381 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 6 of 13 engineering COMPANY; engineer's certification block(s); Iowa One Call logo; "The proposed improvements included in these drawings have been designed in accordance with the 2020 version of the Iowa Statewide Urban Design and Specifications Manual (SUDAS). Exceptions are shown on Sheet A.02." A.02 Legend(s), design info (speed, ADT, classification, etc.), design exceptions A.03 Utility Contacts, General Utility Notes, General Notes B.01 to B.X Typical sections and Pavement -related Details C.01 List of Standard Details, List of Tabulations C.02 to C.X Quantities, Estimate Reference Information (for every pay item), Tabulations D Sheets Mainline Plan and Profile E Sheets Side Streets Plan and Profile G Sheets Survey Information H Sheets Right of Way and Easement Information J Sheets Temporary Traffic Control and Staging Details L Sheets Pavement Jointing and Staking Details M Sheets Storm Sewer, Sanitary, and Water Main Plan and Profile N Sheets Permanent Traffic Control (Signals, Markings, Signs) {See details under Task H below} R Sheets Erosion and Sediment Control (SWPPP) S Sheets Sidewalk and ADA Curb Ramps (includes compliance tables) U Sheets Design Detail Sheets, Modified Standards V Sheets Culvert Situation Plans W Sheets Mainline Cross Sections X Sheets Side Street Cross Sections 2. Preliminary Plans (60%) 2.1 Plan Preparation Upon completion of this task, the design plans will be approximately 60% complete. The submittal of Preliminary Plans will be completed on or before the date listed in the contract schedule. The following specific design items are to be included: • Pavement reconstruction limits and vertical alignment adjustments • Layout of multi -use path and intersection sidewalks, including ADA compliant ramps • Roundabout layout at Shaulis Rd. and Hess Rd. intersection • Culvert design as described in Task F Preliminary Plans will be completed to provide the CLIENT the level of detail necessary to evaluate and budget for ultimate project improvement goals and define property owner impacts. Acquisition documents for temporary easements and permanent ROW will be provided to the CLIENT at the end of this task. 2.2 Opinion of Probable Construction Cost The COMPANY will prepare an opinion of probable construction cost for the Project. The cost estimate will be based on representative major project elements and recent bid information. The COMPANY will budget A-6 Page 382 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 7 of 13 and review bid items and quantities for each CLIENT CIP number associated with the Project. 2.3 Quality Control Review Involve ongoing quality control input from the Project Team and the design engineer's senior technical staff throughout the development of preliminary plans and documents for each project segment. The design engineer is responsible for making specific recommendations and ensuring that critical issues are discussed and resolved prior to submittal of the preliminary plan set to the Project Team. 2.4 Iowa DOT Review The 60% plans will be provided to Iowa DOT to go through their complimentary roundabout design review service. The review will aide in the plan design, identify needed adjustments to minimize potential property impacts and confirm the proposed staging plans. Revisions will be noted for preparation of the final design. 2.5 Field Exam A Field Exam will be held with the Project Development Team to discuss key issues and design concepts, with the main emphasis focused on access control and traffic control/stage construction. The review will inform the completion of the plan design, identify needed adjustments to minimize potential property impacts, and confirm the proposed staging plans. Revisions will be noted for preparation of the final design. 2.6 Deliverables • Electronic set of 60% plans • Cover sheet with designer initials and reviewer initials after completion of Quality Control • Cost Opinion 3. Check Plans (90%) After written approval from the CLIENT of the Preliminary Plans developed under earlier tasks, the COMPANY will proceed with the development of Check Plans. Upon completion, the design plans will be approximately 90% complete. It is assumed that no geometric revisions to the roadway design will occur after the start of the development of the check plans. 3.1 Incorporate Comments from Preliminary Plan Review The COMPANY will respond to comments resulting from CLIENT Intermediate Plan Review. Recommended modifications will be incorporated into the plan set. 3.2 Develop Tabulations and Estimate Reference Information The COMPANY will complete tabulations for individual bid items, the Estimate of Project Quantity (EPQ) tabulation, and the Estimate Reference Information (ERI) tabulation in accordance with SUDAS requirements. Minor additions and/or revisions to SUDAS will be handled with ERI notes, where applicable. 3.3 Preparation of Special Provisions The COMPANY will prepare special provisions for the project for significant additions and/or revisions to SUDAS. 3.4 Opinion of Probable Construction Cost The COMPANY will prepare an opinion of probable construction cost for the Project. The cost estimate will be based on representative major project elements and recent bid information. The COMPANY will budget and review bid items and quantities for each CLIENT CIP number associated with the Project. 3.5 Prepare Draft Project Manual The COMPANY will prepare a draft project manual that contains standard bidding forms, supplementary conditions, special provisions, technical specifications, and geotechnical report as required by the CLIENT. A-7 Page 383 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 8 of 13 3.6 Quality Control Review Involve ongoing quality control input from the Project Team and the design engineer's senior technical staff throughout the development of plans and documents for each project segment including roadway and traffic phasing. The design engineer is responsible for making specific recommendations and ensuring that critical issues are discussed and resolved prior to submittal of the check plan set to Quality Review person(s). Review the check plan set for technical accuracy, as well as for general constructability and conformance with the project design criteria. The COMPANY will be responsible for providing an internal review of materials prior to submittal to the CLIENT. 3.7 Deliverables • Electronic set of 90% plans • Cover sheet with designer initials and reviewer initials after completion of Quality Control • Electronic copy of CLIENT 60% design comments and how each comment was addressed • Cost Opinion • Draft Special Provisions • Draft Project Manual • Notice of Intent and Public Notice for NPDES permit 4. Final Plans (100%) After written approval from the CLIENT of the Check Plans developed under earlier tasks, the COMPANY will proceed with the development of Final Plans for the project. Upon completion, the design plans will be approximately 100% complete. 4.1 Incorporate Comments from Check Plan Review COMPANY will respond to comments resulting from the Check Plan Review. Recommended modifications will be incorporated into the final plan set. This task also includes final modifications of Special Provisions. 4.2 Opinion of Probable Construction Cost Finalize the Engineer's Opinion of Construction Cost for the project. Final cost opinion will include detailed quantity takeoffs for all project elements. Published cost opinion should be rounded to the nearest $1,000. 4.3 Finalize Project Manual Under this task, the COMPANY will finalize the project manual specific to the construction requirements for the Project. 4.4 Quality Control Review Involve ongoing quality control input from the Project Team and the design engineer's senior technical staff throughout the development of plans and documents for each project segment including roadway and traffic phasing. The design engineer is responsible for making specific recommendations and ensuring that critical issues are discussed and resolved prior to submittal of the final plan set to Quality Review person(s). Review the final plan set for technical accuracy, as well as for general constructability and conformance with the project design criteria. The COMPANY will be responsible for providing an internal review of materials prior to submittal to the CLIENT. A-8 Page 384 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 9 of 13 TASK H — TRAFFIC CONTROL DESIGN The project entails improvements to the E Shaulis Road corridor between Hess Road and US 218, described generally as follows: • The COMPANY will provide traffic signal design and plans for the permanent traffic signals at the five (5) intersections listed below: o E Shaulis Road & Lost Island Waterpark o E Shaulis Road & Isle of Capri Boulevard o E Shaulis Road & Lost Worlds Amusement Park o E Shaulis Road & Dysart Road o E Shaulis Road & US 218 • It is anticipated that these plans will include: o Installation of new traffic signal equipment at the intersection of E Shaulis Road & Lost Island Waterpark; o Modification of the existing traffic signal system and the installation of new traffic signal equipment (as necessary) at the intersection of E Shaulis Road & Isle of Capri Boulevard to accommodate potential intersection geometric updates; o Installation of new traffic signal equipment at the intersection of E Shaulis Road & Lost Worlds Amusement Park; o Modification of the existing traffic signal system and the installation of new traffic signal equipment at the intersection of E Shaulis Road & Dysart Road to accommodate the dual left turn lane movement. o Fiber interconnect from E Shaulis Road & Lost Island Waterpark to E Shaulis Road & US 218. o Modifications to the advanced warning beacons located on US 218 to provide physical connection into existing traffic signal equipment • Preliminary traffic signal timing plans will be developed by the COMPANY. 1. Preliminary Traffic Signal Design The COMPANY will perform a site review to verify existing infrastructure and assure acquired topographic base CAD file information matches existing infrastructure (i.e. curb lines, medians, etc.). This site visit will review actual conditions in the field to improve the accuracy, thoroughness, and constructability of the design and plans. It is anticipated that the site visit will be held after some initial progress has been made in the development of the design. The site review will consist of a visual level review of existing conditions, including items such as existing overhead utility lines, potential power source location, signage, crosswalks, lighting, vegetation, pavement, sidewalks and adjacent land uses. The COMPANY will prepare preliminary traffic signal plans for the subject intersections. The preliminary plans will include: title sheet, general notes sheet, traffic signal layout sheet, conduit layout sheet, and traffic signal detail sheets. The traffic signal layout will include location of traffic signal poles, controller cabinet, proposed power service, conduit, and handholes. The traffic signal plans will be based on topographic CAD files collected during the survey task. The traffic signal design will be based on the following assumptions: • The form of vehicle detection is anticipated to be video detection at intersection approaches and inductive loop for advanced detection; • It is anticipated that a new traffic signal cabinet/controller will be installed at new traffic signal locations; • It is anticipated that a new power service connection (quadrant to be determined) will be identified as necessary; o Existing power service connection will be utilized where available; • New traffic signal related cabling/wiring, conduits, and handholes will be installed as part of this project A-9 Page 385 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 10 of 13 where necessary; • Existing traffic signal related cabling/wiring, conduits, handholes will be removed/abandoned as necessary; • New stock equipment will be used for proposed equipment; • Combination traffic signal/light poles will be used — including both traffic signal head mast arm and luminaire mast arm — Pole style/finish consistent with proposed aesthetics of corridor. • Emergency vehicle preemption type and other equipment types consistent with CLIENT's existing traffic signal systems will be used for the traffic signal design. • It is anticipated that interconnect design will be provided along the E Shaulis Road corridor beginning at the project boundary in the west, and providing a link between the intersections of Lost Island Waterpark (western extent) to US 218 (eastern extent). o The interconnect design will consist of design of conduit/handhole routing to/from traffic signal cabinets along the project corridor(s). The design will include the installation of fiber optic cable, tracer wire, and pull rope within dedicated 2" or 3" conduit pathway. o The interconnect design will be at the outside plant fiber optic cable level and will not include the routing/splicing/design of individual optical fibers but the CLIENT's available standard designs, if any, will be used. o It is anticipate that radio link back to the City Traffic Operations Center (TOC) will continue to be utilized to provide communications from the TOC to the traffic signal systems along E Shaulis Road. ■ It is understood that video transmission from installed video cameras along E Shaulis Road may not be optimal and that the a future/other project to provide direct fiber optic cable connection should be programmed by the City. o It is anticipated that the City will implement the Adaptive Traffic Control System software to the corridor and integrate the E Shaulis Road corridor traffic signal systems into the TOC system as part of a future/other project. The signal design will also include the removal of and installation of supplemental traffic signs as part of the traffic signal system. This includes but is not limited to street name signs, turn arrow plaques, and pedestrian signs. The preliminary plans will include: title sheet, estimate reference notes, general notes sheet, traffic signal removal sheet, traffic signal layout sheet, conduit layout sheet, and traffic signal detail sheets. The traffic signal layout will include location of traffic signal poles, controller cabinet, conduit, and handholes. The traffic signal plans will be based on available CAD file background information. The traffic signal wiring diagram, traffic signal quantities, and recommended traffic signal timings will not be completed as part of the 60% submittal. The following sheets are anticipated: C.01 — Estimate Reference/Estimated Project Quantities C.02 — Estimate Reference/Estimated Project Quantities N.01 — Traffic Signal Notes and Abbreviations Sheet N.02 — Legend and List of Bid Items Sheet N.03 — E Shaulis Road & Lost Island Waterpark Traffic Signal Layout Sheet N.04 — E Shaulis Road & Lost Island Waterpark Traffic Signal Wiring Diagram N.05 — E Shaulis Road & Isle of Capri Boulevard Traffic Signal Layout Sheet N.06 — E Shaulis Road & Isle of Capri Boulevard Traffic Signal Wiring Diagram N.07 — E Shaulis Road & Lost Worlds Amusement Park Traffic Signal Layout Sheet A-10 Page 386 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 11 of 13 N.08 — E Shaulis Road & Lost Worlds Amusement Park Traffic Signal Wiring Diagram N.09 — E Shaulis Road & Dysart Road Traffic Signal Removal Sheet N.10 — E Shaulis Road & Dysart Road Traffic Signal Layout Sheet N.11 — E Shaulis Road & Dysart Road Traffic Signal Wiring Diagram N.12 — E Shaulis Road & US 218 Traffic Signal Layout Sheet N.13 — E Shaulis Road & US 218 Traffic Signal Wiring Diagram N.14 - N.15 — Traffic Signal Communication Interconnection Sheets N.16 - N.20 — Traffic Signal Quantities Sheet N.21 — Traffic Signal Details N.22 — Traffic Signal Details The CLIENT's standards and specifications will be used for the permanent signal equipment such as signal poles, controllers, cabinets, interconnect, vehicle and pedestrian detection, emergency vehicle pre-emption, conduit, pull boxes and wiring. It is anticipated that the Statewide Urban Design and Specifications (SUDAS) documents including specifications (Standard Specification 8010) and details will be used as necessary to complement the CLIENT's standards as specifications. The COMPANY will prepare the project special provisions for the proposed traffic signal system. Specifications are subject to the non-proprietary requirements associated with federal and state funding. If it becomes necessary, this project may require special provisions and a "Public Interest Findings" (PIF) memorandum, which will be developed by the CLIENT. The COMPANY will forward the completed preliminary permanent traffic signal plans to the appropriate jurisdictional authority for review and comment. 2. Final Traffic Signal Design The COMPANY will incorporate the preliminary review comments received and will prepare Final Plans for submittal. The sheet count assumed for the final traffic signal design is the same as the preliminary traffic signal design listed previously. The COMPANY will develop an engineer's opinion of probable construction cost for the intersections traffic signal improvements. TASK I — LETTING TASK The work tasks to be performed or coordinated by the COMPANY during the Letting TASK are based on a bid letting for one project and will include the following: 1. Plan Clarification and Addenda The bid letting will be administered by the CLIENT. The COMPANY will assist the CLIENT during the bid periods in answering questions regarding the design intent. The COMPANY will address questions presented by the CLIENT and contractors, and prepare addenda for distribution by the COMPANY. 2. Recommendation of Award The COMPANY will review the bids for each project following the public openings and provide the CLIENT with recommendations of award, in letter format, regarding the construction contract. A-11 Page 387 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 12 of 13 3. Virtual Plan Room The COMPANY will host electronic PDF versions of the construction documents and provide access to contractors. DELIVERABLES: • Meeting Agendas and Minutes (pdf format) • Bridge Concept Study Tech Memo (pdf format) • Preliminary (60%) Plans (pdf format) • Check Plans (90%) and Draft Project Manual (pdf format) • Final Plans (100%) and Project Manual (1 hard copy & pdf format) • Memos documenting CLIENT and IDOT review comments at each submittal, where appropriate (pdf format) ADDITIONAL SERVICES: Additional Services are not included in this Agreement. If authorized under a Supplemental Agreement the COMPANY will furnish or obtain from others the following services: • Landscaping Design • Bridge Modifications Design • Pedestrian Bridge Design • Traffic Modelling or Forecasting • Traffic Counting • Adaptive Traffic Control System (ATCS) Services • Fiber Optic Splice Design Services • Construction Phase Services A-12 Page 388 of 464 Attachments Shaulis Road Preliminary and Final Design HR Green #190428.02 Page 13 of 13 ATTACHMENT B - FEE AND SCHEDULE PROFESSIONAL SERVICES FEE: TASK A: Contract Management TASK B: Surveying Services TASK C: Geotechnical Services TASK D: Bridge Evaluation TASK E: CLOMR & LOMR Preparation TASK F: Culvert Design TASK G: Roadway Design TASK H: Traffic Control Design TASK I: Letting Phase HRG Labor $ 69,553.00 $ 4,910.00 $ 380.00 $ 17,640.00 $ 30,066.00 $ 58,340.00 $ 199,690.00 $ 83,320.00 $ 15,220.00 HRG Expenses $ 241.50 $ .00 $ .00 $ 103.50 $ .00 $ .00 $ .00 $ 167.75 $ .00 Subconsultants $ 2,090.00 $ 41,690.00 $ 17,050.00 $ .00 $ 4,510.00 $ .00 $ .00 $ .00 $ .00 Extension $ 71,884.50 $ 46,600.00 $ 17,430.00 $ 17,743.50 $ 34,576.00 $ 58,340.00 $ 199,690.00 $ 83,487.75 $ 15,220.00 $ 479,119.00 $ 512.75 $ 65,340.00 $ 544,971.75 SCHEDULE: The scope of Services will be completed in accordance with the following schedule unless modified by mutual agreement or by factors influenced by the COVID-19 pandemic, or other factors beyond the control of the COMPANY. It is further assumed that City review at the Preliminary Plans and Check Plans milestones will take no longer than 7 business days. Minor deviations from the schedule due to unforeseen circumstances is likely and not grounds for non-compliance. Milestone / Task Duration Milestone / Completion Date Council Approval / Notice to Proceed N/A 03/23/2020 Surveying / Geotechnical Field Work 5 weeks 04/24/2020 Preliminary Design Phase — Plans and Acquisition Plats' 6 weeks 05/15/2020 ACOE Section 404 permit review2 1— 3 months 07/17/2020 IDNR Section 401 permit review 1— 3 months 07/17/2020 Waterloo floodplain permit review3 1— 3 months 07/17/2020 Final Design Phase — Check Plans 6 weeks 07/17/2020 Final Design Phase — Bid Documents 3 weeks 07/31/2020 Letting Phase — Bid Preparation / Opening 4 weeks 08/21/2020 Letting Phase — Contract Award N/A 09/14/2020 Construction Phase — Early Start Date N/A 09/28/2020 Construction Phase —Substantial Completion 14 months 11/30/2021 1. Assumes CLIENT will have from mid -February to late May to start and finalize real estate acquisitions. 2. Initial wetland investigations support eligibility for a transportation regional general permit with impacts below 1.0 acre 3. Assumes delegation of floodplain development permit to City of Waterloo A-13 Page 389 of 464 CITY OF WATERLOO Council Communication Resolution approving Acceptance of Improvements of Bamboo Ridge Area Sanitary Sewer Relocation and Improvements, submitted by Wayne Claassen Engineering and Surveying, Inc., and performed by Peterson Contractors, Inc., of Reinbeck, Iowa. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/1/2020 - 10:50 AM Clerk Office Even, LeAnn Approved 4/1/2020 - 11:08 AM SUBJECT: Submitted by: Summary Statement: Resolution approving Acceptance of Improvements of Bamboo Ridge Area Sanitary Sewer Relocation and Improvements, submitted by Wayne Claassen Engineering and Surveying, Inc., and performed by Peterson Contractors, Inc., of Reinbeck, Iowa. Submitted By: Dennis J. Gentz, PE, Assistant City Engineer The improvements have been completed in substantial conformance with the construction plans, standards, and requirements of this office. Page 390 of 464 CITY OF WATERLOO Council Communication Resolution approving an Access Agreement with H & A, L.C., to gain right of entry to conduct wetland survey on property located between Independence Avenue and the Yard Waste Site, and authorizing the Mayor to execute said document. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/1/2020 - 9:39 AM Clerk Office Even, LeAnn Approved 4/1/2020 - 9:51 AM ATTACHMENTS: Description Type ❑ Access Agreement_H & A LC Cover Memo SUBJECT: Resolution approving an Access Agreement with H & A, L.C., to gain right of entry to conduct wetland survey on property located between Independence Avenue and the Yard Waste Site, and authorizing the Mayor to execute said document. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Background Information: Page 391 of 464 03/20/2020 FRI 10:48 FAX 3192339289 Cedar valley Mosility e1002/003 ACCESS AGREEMENT This Access Agreement (the "Agreement") is entered into as of ' 1 , 2020, by and between City of Waterloo, Iowa ("City") and H & A L.C. ("Owner' ). In consideration of the possible acquisition and development of the property described in Exhibit "A" attached hereto (the "Property"), and in consideration of the promises exchanged herein, Owner does hereby grant to City, its employees, contractors and agents (collectively, "City Parties"), the right to enter onto the Property for the purposes and on the terms set forth below: Owner hereby grants to City Parties a limited right to enter upon the Property in order to view and assess the potential of the Property as a wetland, Said right ofentry includes such rights of ingress and egress as arc reasonably necessary to conduct the inspection and assessment, 2. City agrees to be responsible for any liability which may arise out of the activities of City Parties on the Property, and in said connection City agrees to hold Owner harmless frorn and against any and all claims, demands, actions, causes of action, and liabilities whatsoever, of any type or nature, 3, The rights granted to City Parties herein shall terminate automatically upon completion of the activities described above. 4. This Agreement is binding upon the parties and their respective successors and assigns. It represents the entire agreement between the panties concerning the subject mptter hereof and may not be amended except in a written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed Ibis Access Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA By: Quentin Hart, Mayor Attest: H&AL.C. Manager Kelley Felchle, City Clerk Page 392 of 464 03/20/2020 FRI 10:48 FAX 3192339289 Cedar valley Mobility a1003/003 EXHIBIT ".A." Parcel 8912-20-476-006: SE SEEXCE31,5RIDS 8,EXCS50FT&EXCW320FTE839.75FTOFS275FT SEC 20T89R12. Page 393 of 464 CITY OF WATERLOO Council Communication Resolution approving an Agreement with the Iowa Department of Transportation through the Competitive Highway Bridge Program (CHBP), in an amount not to exceed $12.5 million, with the City paying the balance, in conjunction with the replacement of the llth Street and Park Avenue Bridges, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/6/2020 Prepared: 4/1/2020 REVIEWERS: Department Reviewer Action Date Engineering Knutson, Jamie Approved 4/1/2020 - 10:51 AM Clerk Office Even, LeAnn Approved 4/1/2020 - 11:08 AM ATTACHMENTS: Description Type ❑ IDOT Federal Aid Agreement Backup Material SUBJECT: Resolution approving an Agreement with the Iowa Department of Transportation through the Competitive Highway Bridge Program (CHBP), in an amount not to exceed $12 5 million,, with the City paying the balance, in conjunction with the replacement of the llth Street and Park Avenue Bridges, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Expenditure Required: TBD Page 394 of 464 September 2019 IOWA DEPARTMENT OF TRANSPORTATION Federal -aid Agreement for a Competitive Highway Bridge Program (CHBP) Project Recipient: City of Waterloo Project No: BRM-CHBP-8155(770)--NB-07 BRM-CHBP-8155(771)--NB-07 Iowa DOT Agreement No: 2-20-CHBP-005 CFDA No. and Title: 20.205 Highway Planning and Construction This is an agreement between the City of Waterloo, Iowa (hereinafter referred to as the Recipient) and the Iowa Department of Transportation (hereinafter referred to as the Department). Iowa Code Sections 306A.7 and 307.44 provide for the Recipient and the Department to enter into agreements with each other for the purpose of financing transportation improvement projects on streets and highways in Iowa with Federal funds. The Competitive Highway Bridge Program (CHBP) funding was made available by Division L of the Consolidated Appropriations Act, 2018, which appropriated $225 million to be awarded by the United States Department of Transportation for a competitive highway bridge program. Federal funds are available for replacement or rehabilitation of specific bridges, which were included in the grant application and made a part of Iowa's $33,442,000 Grant Award. The highway bridge replacement or rehabilitation projects included in the grant application demonstrate cost savings by the bundling of multiple highway bridge projects. Federal -aid Swap Highway Bridge Program (HBP) funds are also available, under 761 Iowa Administrative Code (IAC) Chapter 161. Pursuant to the terms of this agreement, applicable statutes, and administrative rules, the Department agrees to provide Competitive Highway Bridge Program funding to the Recipient for the authorized and approved costs for eligible items associated with the project. Under this agreement, the parties further agree as follows: 1. The Recipient shall be the lead local governmental agency for carrying out the provisions of this agreement. 2. All notices required under this agreement shall be made in writing to the appropriate contact person. The Department's contact persons will be the Local Systems Project Development Engineer, Christy VanBuskirk, and the Eastern Region Local Systems Field Engineer, Kent L. Ellis. The Recipient's contact person shall be the City Engineer, Jamie Knutson. 3. The Recipient shall be responsible for the project development, construction inspection, and completion of the following bridge projects and shall "bundle" or "tie" the below listed projects via the Iowa DOT's Contracts and Specifications Bureau's letting process: A. FHWA Structure Number: 011830 B. Location: 11 th Street over Cedar River C. Project number: BRM-CHBP-8155(770)--NB-07 D. Preliminary Estimated Total Cost: $6,250,000 And E. FHWA Structure Number: 011831 F. Location: Park Avenue over Cedar River G. Project number: BRM-CHBP-8155(771)--NB-07 Page 395 of 464 Page 2 H. Preliminary Estimated Total Cost: $6,250,000 4. The eligible project construction limits shall include the bridge plus grading and/or paving to reach a "touchdown point" determined by the Department. Within the eligible project construction limits, eligible project activities will be limited to construction. 5. Costs associated with work outside the eligible project construction limits, routine maintenance activities, operations, and monitoring expenses are not eligible. In addition, administrative costs, and fees or interest associated with bonds or loans are not eligible. 6. 80% of the eligible construction project costs incurred after the effective date of this agreement shall be paid from CHBP funds up to a maximum of $3,413,750 for (770) and $3,413750 for (771), which is 55% of the construction cost estimate at the time of grant application submittal. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from CHBP funds, but at no time will the CHBP reimbursed amount exceed $3,413,750 for (770) and $3,413750 for (771). 7. The remaining eligible construction projects costs incurred after the effective date of this agreement shall be paid from Federal -aid Swap HBP Funds, made available through the Federal -aid Swap HBP Funds outlined in 761 IAC Chapter 161 and Local Systems Instructional Memorandum (I.M.) 1.100. 8. The Recipient shall pay for all project costs not reimbursed with CHBP funds or Federal -aid Swap HBP funds. 9. The Recipient shall let the project for bids through the Department. 10. If any part of this agreement is found to be void and unenforceable, the remaining provisions of this agreement shall remain in effect. 11. It is the intent of both parties that no third party beneficiaries be created by this agreement. 12. Responsibility for compliance with the Federal and State laws, regulations, policies, or procedures required by this agreement is not assignable without the prior written consent of the Department. 13. The project(s) shall be let to contract by September 30, 2021. If not, this agreement shall become null and void. The project shall be paid in full by September 30, 2026, or the amount not paid will be de -obligated. 14. This agreement and the attached Exhibit 1 constitute the entire agreement between the Department and the Recipient concerning this project. Representations made before the signing of this agreement are not binding, and neither party has relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement shall be made in the form of an addendum to this agreement. The addendum shall become effective only upon written approval of the Department and the Recipient. Page 396 of 464 Page 3 IN WITNESS WHEREOF, each of the parties hereto has executed this agreement 2-20-CHBP-005 as of the date shown opposite its signature below. City Signature Block By Date , 20 Title of city official 1, , certify that I am the City Clerk of Waterloo, and that , who signed said Agreement for and on behalf of the city was duly authorized to execute the same by virtue of a formal resolution duly passed and adopted by the city on the day of , 20 Signed Date , 20 City Clerk of Waterloo, Iowa IOWA DEPARTMENT OF TRANSPORTATION Highway Administration By Date 20 Nicole Moore, P.E. Deputy Director, Local Systems Page 397 of 464 Page 4 EXHIBIT 1 General Agreement Provisions for use of Federal Highway Funds on Non -primary Projects Unless otherwise specified in this agreement, the Recipient shall be responsible for the following: 1. General Requirements. a. The Recipient shall take the necessary actions to comply with applicable State and Federal laws and regulations. To assist the Recipient, the Department has provided guidance in the Federal -aid Project Development Guide (Guide) and the Instructional Memorandums to Local Public Agencies (I.M.$) that are referenced by the Guide. Both are available on-line at: https://www.iowadot.gov/local_systems/ publications/im/Ipa_ims.htm. The Recipient shall follow the applicable procedures and guidelines contained in the Guide and I.M.s in effect at the time project activities are conducted. b. In accordance with Title VI of the Civil Rights Act of 1964 and associated subsequent nondiscrimination laws, regulations, and executive orders, the Recipient shall not discriminate against any person on the basis of race, color, national origin, sex, age, or disability. In accordance with Iowa Code Chapter 216, the Recipient shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. The Recipient agrees to comply with the requirements outlined in I.M. 1.070, Title VI and Nondiscrimination Requirements. c. The Recipient shall comply with the requirements of Title II of the Americans with Disabilities Act of 1990 (ADA), Section 504 of the Rehabilitation Act of 1973 (Section 504), the associated Code of Federal Regulations (CFR) that implement these laws, and the guidance provided in I.M. 1.080, ADA Requirements. When pedestrian facilities are constructed, reconstructed, or altered, the Recipient shall make such facilities compliant with the ADA and Section 504. d. To the extent allowable by law, the Recipient agrees to indemnify, defend, and hold the Department harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection, or use of this project. This agreement to indemnify, defend, and hold harmless applies to all aspects of the Department's application review and approval process, plan and construction reviews, and funding participation. e. As required by the 2 CFR 200.501 "Audit Requirements," a non -Federal entity expending $750,000 or more in Federal awards in a year shall have a single or program -specific audit conducted for that year in accordance with the provision of that part. Auditee responsibilities are addressed in Subpart F of 2 CFR 200. The Federal funds provided by this agreement shall be reported on the appropriate Schedule of Expenditures of Federal Awards (SEFA) using the Catalog of Federal Domestic Assistance (CFDA) number and title as shown on the first page of this agreement. If the Recipient will pay initial project costs and request reimbursement from the Department, the Recipient shall report this project on its SEFA. If the Department will pay initial project costs and then credit those accounts from which initial costs were paid, the Department will report this project on its SEFA. In this case, the Recipient shall not report this project on its SEFA. f. The Recipient shall supply the Department with all information required by the Federal Funding Accountability and Transparency Act of 2006 and 2 CFR Part 170. g. The Recipient shall comply with the following Disadvantaged Business Enterprise (DBE) requirements: i. The Recipient shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of any DOT -assisted contract or in the administration of its DBE program or the requirements of 49 CFR Part 26. The Recipient shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of DOT -assisted contracts. ii. The Recipient shall comply with the requirements of I.M. 5.010, DBE Guidelines. iii. The Department's DBE program, as required by 49 CFR Part 26 and as approved by the Federal Highway Administration (FHWA), is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as a violation of this agreement. Upon notification to the Recipient of its failure to carry out its approved program, the Department may impose sanctions as provided for under Part 26 and may, in appropriate cases, refer the Page 398 of 464 Page 5 matter for enforcement under 18 U.S.C. 1001 and the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). h. Termination of funds. Notwithstanding anything in this agreement to the contrary, and subject to the limitations set forth below, the Department shall have the right to terminate this agreement without penalty and without any advance notice as a result of any of the following: 1) The Federal government, legislature or governor fail in the sole opinion of the Department to appropriate funds sufficient to allow the Department to either meet its obligations under this agreement or to operate as required and to fulfill its obligations under this agreement; or 2) If funds are de -appropriated, reduced, not allocated, or receipt of funds is delayed, or if any funds or revenues needed by the Department to make any payment hereunder are insufficient or unavailable for any other reason as determined by the Department in its sole discretion; or 3) If the Department's authorization to conduct its business or engage in activities or operations related to the subject matter of this agreement is withdrawn or materially altered or modified. The Department shall provide the Recipient with written notice of termination pursuant to this section. 2. Programming and Federal Authorization. a. The Recipient shall be responsible for including the project in the appropriate Regional Planning Affiliation (RPA) or Metropolitan Planning Organization (MPO) Transportation Improvement Program (TIP). The Recipient shall also ensure that the appropriate RPA or MPO, through their TIP submittal to the Department, includes the project in the Statewide Transportation Improvement Program (STIP). If the project is not included in the appropriate fiscal year of the STIP, Federal funds cannot be authorized. b. Before beginning any work for which Federal funding reimbursement will be requested, the Recipient shall contact the Department to obtain the procedures necessary to secure FHWA authorization. The Recipient shall submit a written request for FHWA authorization to the Department. After reviewing the Recipient's request, the Department will forward the request to the FHWA for authorization and obligation of Federal funds. The Department will notify the Recipient when FHWA authorization is obtained. The cost of work performed prior to FHWA authorization will not be reimbursed with Federal funds. c. Upon receiving FHWA Authorization, the Recipient must show federal aid funding activity to receive the programmed amount authorized for the project. If there are no funding activity for nine or more months after the previous activity, the remaining unused programmed amount will be de -obligated from the project and there will be no further federal aid reimbursement issued for the project. If the recipient knows in advance that funding activity will not occur for the nine months, the Contract Administrator needs to be notified to determine if programming of fund can be adjusted or other options can be explored. 3. Federal Participation in Work Performed by Recipient Employees. a. If Federal reimbursement will be requested for engineering, construction inspection, right-of-way acquisition or other services provided by employees of the Recipient, the Recipient shall follow the procedures in I.M. 3.330, Federal -aid Participation in In -House Services. b. If Federal reimbursement will be requested for construction performed by employees of the Recipient, the Recipient shall follow the procedures in I.M. 6.010, Federal -aid Construction by Local Agency Forces. c. If the Recipient desires to claim indirect costs associated with work performed by its employees, the Recipient shall prepare and submit to the Department an indirect cost rate proposal and related documentation in accordance with the requirements of 2 CFR 200. Before incurring any indirect costs, such indirect cost rate proposal shall be certified by the FHWA or the Federal agency providing the largest amount of Federal funds to the Recipient. If approved, the approved indirect cost rate shall be incorporated by means of an amendment to this agreement. Page 399 of 464 Page 6 4. Design and Consultant Services a. The Recipient shall be responsible for the design of the project, including all necessary plans, specifications, and estimates (PS&E). The project shall be designed in accordance with the design guidelines provided or referenced by the Department in the Guide and applicable I.M.s. b. If the Recipient requests Federal funds for consultant services, the Recipient and the Consultant shall prepare a contract for consultant services in accordance with 23 CFR Part 172. These regulations require a qualifications -based selection process. The Recipient shall follow the procedures for selecting and using consultants outlined in I.M. 3.310, Federal -aid Participation in Consultant Costs. c. If Preliminary Engineering (PE) work is Federally funded, and if right-of-way acquisition or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay to the Department the amount of Federal funds reimbursed to the Recipient for such PE work. PE includes work that is part of the development of the PS&E for a construction project. This includes environmental studies and documents, preliminary design, and final design up through and including the preparation of bidding documents. PE does not include planning or other activities that are not intended to lead to a construction project. Examples include planning, conceptual, or feasibility studies. 5. Environmental Requirements and other Agreements or Permits. a. The Recipient shall take the appropriate actions and prepare the necessary documents to fulfill the FHWA requirements for project environmental studies including historical/cultural reviews and location approval. The Recipient shall complete any mitigation agreed upon in the FHWA approval document. These procedures are set forth in I.M. 3.020, Concept Statement Instructions, 4.030, Environmental Data Sheet Instructions, 4.020, NEPA Class of Action, and 4.120, Cultural Resource Regulations. b. If farmland is to be acquired, whether for use as project right-of-way or permanent easement, the Recipient shall follow the procedures in I.M. 4.170, Farmland Protection Policy Act. c. The Recipient shall obtain project permits and approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, the Department, or other agencies as required. The Recipient shall follow the procedures in I.M. 4.130, 404 Permit Process, 4.140, Storm Water Permits, 4.190, Highway Improvements in the Vicinity of Airports or Heliports, and 4.160, Asbestos Inspection, Removal, and Notification Requirements. d. In all contracts entered into by the Recipient, and all subcontracts, in connection with this project that exceed $100,000, the Recipient shall comply with the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act, and all their regulations and guidelines. In such contracts, the Recipient shall stipulate that any facility to be utilized in performance of or to benefit from this agreement is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities or is under consideration to be listed. 6. Right -of -Way, Railroads and Utilities. a. The Recipient shall acquire the project right-of-way, whether by lease, easement, or fee title, and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in I.M. 3.600, Right -of -Way Acquisition, and the Department's Right of Way Bureau Local Public Agency Manual. The Recipient shall contact the Department for assistance, as necessary, to ensure compliance with the required procedures, even if no Federal funds are used for right-of-way activities. The Recipient shall obtain environmental concurrence before acquiring any needed right-of-way. With prior approval, hardship and protective buying is possible. If the Recipient requests Federal funding for right-of-way acquisition, the Recipient shall also obtain FHWA authorization before purchasing any needed right-of-way. b. If the project right-of-way is Federally funded and if the actual construction is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay the amount of Federal funds reimbursed for right-of-way costs to the Department. c. If a railroad crossing or railroad tracks are within or adjacent to the project limits, the Recipient shall obtain Page 400 of 464 Page 7 agreements, easements, or permits as needed from the railroad. The Recipient shall follow the procedures in I.M. 3.670, Work on Railroad Right -of -Way, and I.M. 3.680, Federal -aid Projects Involving Railroads. d. The Recipient shall comply with the Policy for Accommodating Utilities on City and County Federal -aid Highway Right of Way for projects on non -primary Federal -aid highways. For projects connecting to or involving some work inside the right-of-way for a primary highway, the Recipient shall follow the Department's Policy for Accommodating Utilities on Primary Road System. Certain utility relocation, alteration, adjustment, or removal costs to the Recipient for the project may be eligible for Federal funding reimbursement. The Recipient should also use the procedures outlined in I.M. 3.640, Utility Accommodation and Coordination, as a guide to coordinating with utilities. e. If the Recipient desires Federal reimbursement for utility costs, it shall submit a request for FHWA Authorization prior to beginning any utility relocation work, in accordance with the procedures outlined in I.M. 3.650, Federal -aid Participation in Utility Relocations. 7. Contract Procurement. The following provisions apply only to projects involving physical construction or improvements to transportation facilities: a. The project plans, specifications, and cost estimate (PS&E) shall be prepared and certified by a professional engineer or architect, as applicable, licensed in the State of Iowa. b. For projects let through the Department, the Recipient shall be responsible for the following: i. Prepare and submit the PS&E and other contract documents to the Department for review and approval in accordance with I.M. 3.700, Check and Final Plans and I.M. 3.500, Bridge or Culvert Plans, as applicable. ii. The contract documents shall use the Department's Standard Specifications for Highway and Bridge Construction. Prior to their use in the PS&E, specifications developed by the Recipient for individual construction items shall be approved by the Department. iii. Follow the procedures in I.M. 5.030, Iowa DOT Letting Process, to analyze the bids received, make a decision to either award a contract to the lowest responsive bidder or reject all bids, and if a contract is awarded, execute the contract documents and return to Department. c. For projects that are let locally by the Recipient, the Recipient shall follow the procedures in I.M. 5.120, Local Letting Process- Federal -aid. d. The Recipient shall forward a completed Project Development Certification (Form 730002) to the Department in accordance with I.M. 5.050, Project Development Certification Instructions. The project shall not receive FHWA Authorization for construction or be advertised for bids until after the Department has reviewed and approved the Project Development Certification. e. If the Recipient is a city, the Recipient shall comply with the public hearing requirements of the Iowa Code section 26.12. f. The Recipient shall not provide the contractor with notice to proceed until after receiving written notice the Iowa DOT has concurred in the contract award. 8. Construction. a. A full-time employee of the Recipient shall serve as the person in responsible charge of the project. For cities that do not have any full time employees, the mayor or city clerk will serve as the person in responsible charge, with assistance from the Department. b. Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" per 761 IAC Chapter 130. The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs, flood lighting, and warning lights as necessary. Page 401 of 464 Page 8 c. For projects let through the Department, the project shall be constructed under the Department's Standard Specifications for Highway and Bridge Construction and the Recipient shall comply with the procedures and responsibilities for materials testing according to the Department's Materials I.M.s. Available on-line at: http://www.iowadot.gov/erl/current/IM/navigation/nay.htm. d. For projects let locally, the Recipient shall provide materials testing and certifications as required by the approved specifications. e. If the Department provides any materials testing services to the Recipient, the Department will bill the Recipient for such testing services according to its normal policy as per Materials I.M. 103. f. The Recipient shall follow the procedures in I.M. 6.000, Construction Inspection, and the Department's Construction Manual, as applicable, for conducting construction inspection activities. 9. Reimbursements. a. After costs have been incurred, the Recipient shall submit to the Department periodic itemized claims for reimbursement for eligible project costs. Requests for reimbursement shall be made at least annually but not more than bi-weekly. b. To ensure proper accounting of costs, reimbursement requests for costs incurred prior to June 30 shall be submitted to the Department by August 1 if possible, but no later than August 15. c. Reimbursement claims shall include a certification that all eligible project costs, for which reimbursement is requested, have been reviewed by an official or governing board of the Recipient, are reasonable and proper, have been paid in full, and were completed in substantial compliance with the terms of this agreement. d. The Department will reimburse the Recipient for properly documented and certified claims for eligible project costs. The Department may withhold up to 5% of the Federal share of construction costs or 5% of the total Federal funds available for the project, whichever is less. Reimbursement will be made either by State warrant or by crediting other accounts from which payment was initially made. If, upon final audit or review, the Department determines the Recipient has been overpaid, the Recipient shall reimburse the overpaid amount to the Department. After the final audit or review is complete and after the Recipient has provided all required paperwork, the Department will release the Federal funds withheld. e. The total funds collected by the Recipient for this project shall not exceed the total project costs. The total funds collected shall include any Federal or State funds received, any special assessments made by the Recipient (exclusive of any associated interest or penalties) pursuant to Iowa Code Chapter 384 (cities) or Chapter 311 (counties), proceeds from the sale of excess right-of-way, and any other revenues generated by the project. The total project costs shall include all costs that can be directly attributed to the project. In the event that the total funds collected by the Recipient do exceed the total project costs, the Recipient shall either: 1) in the case of special assessments, refund to the assessed property owners the excess special assessments collected (including interest and penalties associated with the amount of the excess), or 2) refund to the Department all funds collected in excess of the total project costs (including interest and penalties associated with the amount of the excess) within 60 days of the receipt of any excess funds. In return, the Department will either credit reimbursement billings to the FHWA or credit the appropriate State fund account in the amount of refunds received from the Recipient. Page 402 of 464 Page 9 10. Project Close-out. a. Within 30 days of completion of construction or other activities authorized by this agreement, the Recipient shall provide written notification to the Department. The Recipient shall follow and request a final audit, in accordance with the procedures in I.M. 6.110, Final Review, Audit, and Close-out Procedures for Federal -aid, Federal -aid Swap, and Farm -to -Market Projects. Failure to comply with the procedures will result in loss of federal fund, reimbursed funds shall be returned and a possible suspension may be placed on the Recipient from receiving federal fund on future projects until the Recipient has demonstrated responsible management of federal funds on roadway projects. b. For construction projects, the Recipient shall provide a certification by a professional engineer, architect, or landscape architect as applicable, licensed in the State of Iowa, indicating the construction was completed in substantial compliance with the project plans and specifications. c. Final reimbursement of Federal funds shall be made only after the Department accepts the project as complete. d. The Recipient shall maintain all books, documents, papers, accounting records, reports, and other evidence pertaining to costs incurred for the project. The Recipient shall also make these materials available at all reasonable times for inspection by the Department, FHWA, or any authorized representatives of the Federal Government. Copies of these materials shall be furnished by the Recipient if requested. Such documents shall be retained for at least 3 years from the date of FHWA approval of the final closure document. Upon receipt of FHWA approval of the final closure document, the Department will notify the Recipient of the record retention date. e. The Recipient shall maintain, or cause to be maintained, the completed improvement in a manner acceptable to the Department and the FHWA. Page 403 of 464 Page 404 of 464 CITY OF WATERLOO Council Communication Resolution authorizing a partnership with the Iowa Initiative for Sustainable Communities, a program of the University of Iowa, in the amount of $50,000. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Mayor Office Felchle, Kelley ATTACHMENTS: Description o IISC letter to Waterloo IISC presentation for Waterloo city council - March 2020 D II SC resolution (committing) and info sheet D Comments from the Communications Director Action Approved SUBJECT: Submitted by: Type Backup Material Backup Material Backup Material Backup Material Date 3/29/2020 - 3:03 PM Resolution authorizing a partnership with the Iowa Initiative for Sustainable Communities, a program of the University of Iowa, in the amount of $50,000. Submitted By: Wendy Bowman, Communications Director Page 405 of 464 IDE THE UNIVERS11Y OF IOWA IOWA INITIATIVE FOR SUSTAINABLE COMMUNITIES March 20, 2020 Dear Waterloo City Council Members, 1 THE IDE UNIVERSITY OF IOWA School of Urban & Regional Planning As we all take precautions and adjust our daily routines to minimize the impact of the COVID-19 pandemic, we also look ahead to the time when the immediate threat has passed and we can begin the process of healing and rebuilding. The last two weeks have made us all acutely aware that the pandemic will have long-lasting effects on national and local economies, health and well-being, and social relationships. Some groups will feel the impact more than others. We have a difficult road ahead. At the University of Iowa, this new reality is certain to shape teaching and learning for our students. Similarly, the Iowa Initiative for Sustainable Communities will respond to the new needs and challenges of our community partners. As we look to the future, we believe IISC will best serve Iowa and our partnering communities by working collaboratively on equitable recovery and resiliency. The School of Urban & Regional Planning is also prepared to structure Field Problems projects around the idea of equitable recovery and resiliency in the IISC partnering communities. In times like these, smart planning can help navigate current challenges and ensure that the community is better capable to withstand future disruptions. We understand that community leaders have urgent matters and difficult decisions ahead. With an understanding that the City of Waterloo is considering if and how to partner with the University of Iowa, we felt it important to reemphasize our willingness to assist the Waterloo community in the months and years ahead. Sincerely, Travis Kraus Chuck Connerly Director Professor and Director Iowa Initiative for Sustainable Communities School of Urban and Regional Planning The University of Iowa The University of Iowa L im THE UNIVERSITY OF IOWA IOWA INITIATIVE FOR SUSTAINABLE COMMUNITIES IISC.UIDWA.EDU e-mail: iisc@uiowa.edu phone: 3 9.335.21yo k THE UNIVERSI1Y OF IOWA IOWA INITIATIVE FOR SUSTAINABLE COMMUNITIES University of Iowa & Waterloo "Good to Great" Partnership for the 2020-21 Academic Year L b THE UNIVERSITY OF IOWA WHO WE ARE IISC is an interdisciplinary engagement program housed in the University of Iowa School of Urban & Regional Planning. In 10 years, we have completed over 200 projects in communities across the state. Our vision is to be a catalyst for innovative teaching and learning at the University, transforming communities throughout Iowa, and preparing students to be global citizens. 6 THE UNIVERSITY OF IOWA ixtifi(tft‘e- rzr-Ar F. r r z a a WEB 5 T E R CITY CITY OF IOWA CITY MUSCATINE simpco SPUX cITY-. PPR 441114 CEDAR RAPIDS City of Five Seasons City of j,/r "CITY DIY IOVA CITY OE DECORAH Masterpiece an the Mississippi THE UNIVERSITY OF IOWA EMERGING TRENDS • Project proposals from communities across Iowa suggest common challenges and opportunities. • Challenges: • Changing demographics • Reduced economic stability • Susceptibility to extreme weather • Increased obesity rates and other health problems • Capacity concerns 6 THE UNIVERSITY OF IOWA CREATING A NEW PATH • Opportunities • Re -focusing on downtown revitalization • Using arts & culture as catalysts for economic development • Engaging diverse populations • Increasing recreational amenities • Building resilient communities and advancing environmental stewardship • Utilizing partnerships to increase capacity, foster innovation, and build community engagement L. THE UNIVERSITY OF IOWA HOW IISC WORKS • Co -creation and collaboration - U I students, faculty and staff work alongside leaders to complete projects • Projects are built around community needs and opportunities • Communities coalesce around the IISC initiative to accomplish shared goals 6 THE UNIVERSITY OF IOWA HOW IISC WORKS • 50+ of the top U I students collaborating on 15 projects and contributing 10,000+ hours of work • Dedicated IISC staff person focused on high quality deliverables for community partners; guidance and support from faculty * k THE UNIVERSITY OF IOWA INITIATIVE I Connecting University of Iowa resources FOR SUSTAINABLE COMMUNITIES IOWA with communities across Iowa. What does an IISC community partnership look like? The IISC partnership focuses select courses and top University of Iowa faculty and students in a single community, with the goal of having a profound, transformative impact. IISC community partners can expect to receive the projects listed below and more. 's9 TWO PLANNING PROJECTS LS FIVE ENGINEERING PROJECTS TWO FILM PROJECTS PUBLIC ART connect with residents, and From Public Engagement to Goals, Objectives & Strategies Planning graduate students work closely with the community to create a roadmap for the future. Examples of projects include: • Comprehensive Planning • Downtown Planning • Parks & Rec Planning • Trails Planning • Sustainability Planning • Housing Needs Assessments • Neighborhood Planning • Economic Development Planning • Hazard Mitigation Planning & More Engineering Designs and Cost Estimates Civil & Environmental Engineering projects provide design alternatives and cost estimates to help move projects forward or to inform decision making. Project possibilities include designs for buildings (new and old), wetlands, trails, bridges, and more. Profiling Local Heroes Cinema students create short film profiles of local residents who share their personal stories and convey a sense of the broader community. AiCreative Placemaking Talented and creative art students create unique art to ONE reflect community identity, PROJECT convey a sense of place. ONE LAW PROJECT . ONE MARKETING PROJECT Community Empowerment College of Law students help clients with strategic planning, designing advocacy plans, drafting new legislation, and creating a new organization or entity. Marketing & Branding College of Business students produce marketing solutions through a creative, data - driven, and collaborative process. + ONE DIGITAL LIBRARY PROJECT + ONE MUSEUM PROJECT+ THE UNIVERSITY OF IOWA HOW IISC WORKS • IISC staff works with partnering communities throughout the process. We help to: • identify and develop local projects • provide a framework and process for managing the partnership • serve as a bridge between community and campus partners • support projects with administrative assistance, logistics, advising, and promotion • produce high -quality final deliverables L THE UNIVERSITY OF IOWA HOW IISC WORKS • Community Leadership and Support is essential to a successful partnership • Financial Contribution of $50K pays for administration, all project costs, and student support. • Community Project Leads partner with student teams and provide local knowledge, guidance, and expertise. 6 THE UNIVERSITY OF IOWA Iowa Initiative for Sustainable Communities Travis Kraus Director, Iowa Initiative for Sustainable Communities 319.335.2798 travis-kraus@uiowa.edu lisc.uiowa.edu L b THE UNIVERSITY OF IOWA RESOLUTION AUTHORIZING A PARTNERSHIP WITH THE IOWA INITIATIVE FOR SUSTAINABLE COMMUNITIES, A PROGRAM OF THE UNIVERSITY OF IOWA WHEREAS, the City of Waterloo continually aspires to improve quality of life for all residents, and; WHEREAS, mutually -beneficial partnerships with public institutions advance Waterloo's community goals, and; WHEREAS, the Iowa Initiative for Sustainable Communities is a University of Iowa year -long engagement program built around community -based projects, and; WHEREAS, the City of Waterloo submitted a Letter of Interest in becoming a community partner and was selected by the Iowa Initiative for Sustainable Communities for the 2020-21 academic year, and; WHEREAS, the City of Waterloo can expect up to 15 project collaborations with University of Iowa students, faculty, and staff from a variety of disciplines, as outlined in the IISC partnership model, for which the City's total financial contribution would be not more than $50,000, and; WHEREAS, other local community -based organizations can participate in the partnership and provide financial support; NOW, THEREFORE, BE IT RESOLVED that the City of Waterloo City Council authorizes a formal partnership with the University of Iowa's Iowa Initiative for Sustainable Communities program in the 2020-21 academic year. Page 417 of 464 1 1<1l1 THE UNIVERSITY OF IOWA Connecting University of Iowa resources with communities across Iowa. FOR SUSTAINABLE COMMUNITIES IOWA INITIATIVE What does an IISC community partnership look like? The IISC partnership focuses select courses and top University of Iowa faculty and students in a single community, with the goal of having a profound, transformative impact. IISC community partners can expect to receive the projects listed below and more. TWO PLANNING PROJECTS FIVE ENGINEERING PROJECTS 044 TWO FILM PROJECTS ONE PUBLIC ART PROJECT From Public Engagement to Goals, Objectives & Strategies Planning graduate students work closely with the community to create a roadmap for the future. Examples of projects include: • Comprehensive Planning • Downtown Planning • Parks & Rec Planning • Trails Planning • Sustainability Planning • Housing Needs Assessments • Neighborhood Planning • Economic Development Planning • Hazard Mitigation Planning & More Engineering Designs and Cost Estimates Civil & Environmental Engineering projects provide design alternatives and cost estimates to help move projects forward or to inform decision making. Project possibilities include designs for buildings (new and old), wetlands, trails, bridges, and more. Profiling Local Heroes Cinema students create short film profiles of local residents who share their personal stories and convey a sense of the broader community. Creative Placemaking Talented and creative art students create unique art to reflect community identity, connect with residents, and convey a sense of place. ONE LAW PROJECT ONE MARKETING PROJECT Community Empowerment College of Law students help clients with strategic planning, designing advocacy plans, drafting new legislation, and creating a new organization or entity. Marketing & Branding College of Business students produce marketing solutions through a creative, data - driven, and collaborative process. + ONE GIS MAPPING & ANALYIS PROJECT+ + ONE DIGITAL LIBRARY PROJECT + ONE MUSEUM PROJECT+ Page 418 of 464 ik THE UNIVERSITY OF IOWA IOWA INITIATIVE FOR SUSTAINABLE COMMUNITIES iisc.uiowa.edu How does IISC provide mutual benefits for UI students and community partners? IISC brings together communities and students to partner on projects addressing the environmental, equity, economic, and cultural issues communities face today. IISC invests University of Iowa faculty and student time to increase the capacity of Iowa communities and to help them plan for a sustainable future. By taking students out of the classroom and into communities to complete real - world projects, IISC accomplishes two university -wide goals: enhancing sustainability across the state and transforming teaching and learning at the University of Iowa. What types of project opportunities are available through IISC? Based on our experience working with community and campus partners on hundreds of projects since 2009, IISC has bundled University of Iowa engaged -learning courses that have a strong track record of success and impact in communities. An IISC community can expect 15 projects from a variety of disciplines, including: planning, engineering, law, marketing, geography, film, public art, library science, and museum studies. While these are our core campus partners, we can consider additional disciplines to best match the needs of community partners. Additional details about the 15 project opportunities are included as an attachment. How can communities identify projects that are well -suited for the IISC partnership? IISC staff is available to help you throughout the project development process. Communities should first consider the 15 project types included in the IISC partnership. Using these as a starting point, communities may consider reaching out to key stakeholders and organizations to solicit ideas for projects. Community stakeholders might include: Elected Officials, City Administrators, Economic Developers, Planners, Conservationists, Superintendents, Police Chiefs, Public Health Officials, City Engineers, Chambers of Commerce, Main Street Directors, Art Councils, Non -Profit Organizations, Emergency Management, Social Service Providers, and so on. Communities are further encouraged to review the Star Community Ratings system (www.starcommunities.org) to gain a better understanding of sustainability indicators that may help identify projects. While working toward designation as a STAR Community is a significant undertaking, the framework may be useful to assess sustainability strengths and weaknesses, and therefore opportunities to collaborate with IISC. Additionally, projects completed through past IISC partnership can generate ideas for prospective community partners. For project reports from each completed IISC project, as well as descriptions for current projects, please visit https://iisc.uiowa.edu/partnerships. rye 419 of 464 How long does the IISC partnership last? An IISC community partnership is built around one academic year (August — May). IISC also works with community partners for several months leading up to the beginning of the fall semester, developing projects and working out logistics. The partnership wraps up shortly after the end of the academic year, allowing time for review and sharing of final deliverables. How does IISC work to ensure high -quality final deliverables? IISC works with high -achieving graduate and advanced undergraduate students, often on their capstone projects just before graduation. While students take the lead role on completing projects, the best outcomes result from a true collaboration that also involves dedicated and experienced faculty, IISC staff, and invested community partners. IISC director Travis Kraus, with past experience working as an economic developer, chamber director, community planner, and small business owner, oversees the partnership and projects, helping to bridge the gap between community needs and academia. All work is reviewed and edited as necessary to ensure the final work products best meet the needs of community partners. Does IISC really complete a mural for each of our partnering communities? A mural is the most common type of public art we do in communities and, yes, our talented MFA students can complete a mural in your community. However, other forms of public art are also possible. IISC has a framework for designing and installing public art pieces that reflect the community identity and values. Public art projects are scaled so that all costs are covered by the financial contribution. Larger -scale projects are possible if additional funding exists. What are the roles and responsibilities of community partners? Successful projects and partnerships depend heavily on strong local leadership and guidance. One or two community coordinators will champion the IISC partnership in the community and serve as the central point of contact. The coordinator will serve as a liaison between the community and IISC, and will work directly with IISC Director to oversee the partnership and all projects. A community coordinator should expect to spend 5 hours per week on average working on the IISC partnership. For each project, project leaders will be the primary point of contact for students and faculty working on that project. Project leads should expect to spend at least one hour per week on the project for each semester the project is in progress. The beginning and end of each project will likely require more time and attention. This work may include preparing background materials, communicating with students and faculty via e-mail, phone calls or video-conferencing or meeting in person, participating in reviews of student work on the projects, and participating in events. What is the total financial cost of participation in the IISC partnership? The requested financial contribution from communities is $50,000. The funds cover all project -related expenses, including travel, printing, public meeting materials, etc. Communities will have no additional costs to complete the proposed 15 projects. The total financial contribution and number of projects is negotiable. Page 420 of 464 Can the financial contribution be split among multiple community organizations? Yes, communities can choose to fund their contribution through collaborations with other groups, such as county or state agencies, school and watershed districts, chambers of commerce, non -profits, community foundations, or other local organizations. IISC can provide examples of how past partners have shared costs among multiple partners. Can the financial contribution be split over two fiscal years? Yes. We can be flexible with payment arrangements. By default, IISC will invoice community partners according to the following breakdown and timeline: • 25% upon entering into an agreement (due by the June prior to the academic year) • 75% upon completion of the academic year (due by the June following the academic year) What are some other reasons communities choose to partner with IISC? The IISC partnership is a very exciting and productive year for community partners, and its definitely a big deal for the University of Iowa! One of the intangible outcomes of the partnership we've seen is that community members and organizations coalesce around this initiative, thinking about new ways to take on big challenges. Communities tap into student creativity and faculty expertise to take on big challenges and get projects "unstuck". We've seen student projects lead to significant private investment, such as a $500,000 private contribution for a new student -designed park in Sioux City, and we've seen communities save significantly on consulting fees because they can build on IISC work. Our partnering communities also get a lot of attention through media coverage and a high profile in University of Iowa marketing. Our past community partners have become our biggest champions, and are happy to talk about their experience with prospective IISC communities. Page 421 of 464 This evening you are voting to partner with the University of Iowa — Iowa Initiative for Sustainable Communities for the 2020/21 academic year. What does this mean? Graduate students and senior faculty will execute up to 16 projects in Waterloo. These projects range from engineering and planning, to marketing and legal assistance. While the City is the point of contact, not all projects need be projects of city government. Projects simply will take place in Waterloo. Upon council approval, I will be forming a committee of community partners ( Black Hawk County, Grow Cedar Valley, INRCOG, Waterloo Community Schools, Main St. etc ...) and City personell to gather potential projects from the community and work with Uol to identify the most beneficial projects. These projects will not be completely free of charge, but will be performed at a fraction of the cost of a traditional consultant. Funding will come from a variety of sources including grants, partners, and existing budget items. The other cities in Iowa who have been a part of this partnership have been extremely pleased with the outcomes and feel it was an excellent value and greatly benefited their city. • "You can't believe what a good feeling it is to see our community change as a result of the commitment from the University of Iowa to our community. We've had some hard knocks in Maquoketa and we're rising above them. Partnership with the University of Iowa over the last six or seven years has been one of the most exciting things we've ever been involved in as a community and as individuals," Bob Osterhaus, Maquoketa community partner (*this is a community where they have done multiple years of projects and programming*) • "Our partnership with the university through IISC provides incredible value to Mason City. We gain the expertise of the faculty and the enthusiasm of the students while engaging our citizens in plans and projects to further improve our quality of life." Steven Van Steenhuyse, Director of Development Service, City of Mason City • "I've been dreaming about Pocket Neighborhoods in our region for about five or six years, which now 1 actually think is a reality because the students helped us put a plan together that we really couldn't have done ourselves, and that plan can be replicated throughout our communities." Kelley Deutmeyer, ECIA Executive Director • "IISC offers a great opportunity to address our communities' priorities with fresh eyes and greater capacity. The combined expertise of ECIA and the University of Iowa offers a unique opportunity to ensure thriving and welcoming communities in Jackson County far into the future." Dave Heiar, Executive Director, Jackson County Economic Alliance Page 422 of 464 • "The urban and regional planning students wowed not only our local community, but also a statewide audience with their professionalism and dedication to helping communities tackle the challenge of determining whether or not a SSMID is right for them. "—Jennifer Pruden, Executive Director, Czech Village/New Bohemia Main Street District • "The IISC and Muscatine Partnership program has brought a breath of fresh air to our community. The students came in with fresh perspectives and creative ideas to help open our eyes and minds to so much more that we could be doing." —Rich Dwyer, Community Improvement Action Team Co -Chair • "They dug up information 1 was unaware of, compiled it with comparative research, and delivered it to us with advice, comparisons, and tools to implement a strategic PR campaign that will prepare us to pass a hotel/motel tax in our community. "—Michelle Redlinger, Executive Director, Washington Chamber of Commerce • The most valuable part of partnering with the IISC is the opportunity to undertake projects that have not been pursued due to budget or staff resource constraints. The quality of work provided by the IISC partnership has allowed us to have plans ready for implementation after completion with little additional work required. In addition, we know these projects are tailored to Sioux City based on the level of communication the IISC classes have with stakeholders and involvement from the public throughout the process. - Charlie Cowell, Sioux City Community Coordinator (* Charlie is now with RDG) • "The IISC students brought creative, actionable solutions and developed tools we have been able to use right away. IISC is a great opportunity I recommend for Iowa communities." — Eric Dregne, Community Foundation of Greater Dubuque (*now with Creative Adventure Lab) Page 423 of 464 CITY OF WATERLOO Council Communication Resolution approving a Proposal with Advanced Environmental Testing and Abatement, Inc., of Waterloo, Iowa, in conjunction with the Waste Management Services Bio-solids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Waste Management bowman, brian Rejected 3/31/2020 - 3:03 PM Waste Management Henrich, Julianna Approved 3/31/2020 - 3:29 PM Waste Management bowman, brian Approved 3/31/2020 - 3:58 PM Clerk Office Even, LeAnn Approved 3/31/2020 - 5:12 PM ATTACHMENTS: Description Type ❑ Memo to Waterloo Mayor and City Council Backup Material ❑ Advanced Environmental Cover Memo SUBJECT: Submitted by: Resolution approving a Proposal with Advanced Environmental Testing and Abatement, Inc., of Waterloo, Iowa, in conjunction with the Waste Management Services Bio-solids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. Submitted By: Brian Bowman, Treatment Operations Supervisor, Waste Management Services Recommended Action: Approval of Resolution of Professional service Agreement with Advanced. Expenditure Required: $3,980.00 Source of Funds: Sewer funds Page 424 of 464 CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. • Waterloo, IA 50702 • (319) 291-4553 March 31, 2020 Memo to Waterloo Mayor and City Council: RE: Biosolids Modifications Asbestos and Lead Survey Background Discussion As part of FY 2020 Wastewater Treatment Plant Biosolids Modifications, Occupational Safety and Health Administration (OSHA) require the owner,(City of Waterloo), to perform an Asbestos and Lead Survey before starting any demolition on an existing structure. This Asbestos and Lead Survey will be able to be used in future projects and the Waste Water Treatment Plant for the applicable structures surveyed. Recommended Action It is recommended that the city council approve the PSA with Advanced Environmental Testing and Abatement, Inc. Page 425 of 464 Proposal Proposal Submitted To: City of Waterloo - Waste Management Services Brian Bowman 3505 Easton Avenue Waterloo, IA 50702 Project & Address: Asbestos and lead paint sampling Structures 175,170,180,190,310, 325, & 330 3505 Easton Avenue Waterloo, IA 50703 Phone: 319-291-4553 Date: 03/31/2020 Fax: 319-291-4523 Email: brian.bowman@waterloo-ia.org AP*4CED ENVIRONMENTAL IN1: ANl} fLEIATE1411.14 T. INC .wrv- 803 Ricker St Waterloo, IA 50703 Phone: 319-287-4447 Fax: 319-287-4449 WE HEREBY PROPOSE to furnish all the materials, equipment and perform all labor for the completion of: ASBESTOS & Lead paint INSPECTION at the above referenced location. ASBESTOS - Inspect, collect samples, analyze, and document asbestos containing materials - including samples taken, room location & area, type -percentage -quantity of ACM LEAD PAINT - sampling at above locations using XRF gun as per walk through with Brian Bowman on 3/26/20. The results will be reported in milligrams of lead per square centimeter of test area. A written report of the LBP Survey results will be provided that will include sample locations, the XRF sampling data, and the laboratory analytical information, as applicable. General photos of identified LBP will also be included in the report WE PROPOSE to furnish material and labor, complete in accordance with the above specifications for the sum of: Three Thousand Nine Hundred Eighty Dollars ($3,980.00) TERMS: Net 10 days All work is guaranteed to be as specified. All work to be completed in a workmanlike manner according to specified practices. Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. We carry general liability insurance and our workers are fully covered by workers compensation insurance. NOTE: This proposal may be withdrawn by us if not accepted within 60 days. Respectfully Submitted, ADVANCED ENVIRONMENTAL TESTING AND ABATEMENT, INC Jay Llewellyn ACCEPTANCE OF PROPOSAL The price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment(s) will be made as outlined above. Signature: Date: Name & Title(PRINT): Page 426 of 46z Page 427 of 464 CITY OF WATERLOO Council Communication Resolution approving a Memorandum of Understanding between Black Hawk County Pheasants Forever Chapter, for a Pollinator Planting Project at the Northeast corner of Martin Road and Highway 63, and authorizing the Mayor to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/31/2020 REVIEWERS: Department Reviewer Action Date Leisure Services Huting, Paul Approved 3/31/2020 - 4:58 PM Clerk Office Even, LeAnn Approved 4/1/2020 - 8:49 AM ATTACHMENTS: Description Type o Youth Pollinator Habitat Project MOU Cover Memo SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Background Information: Resolution approving a Memorandum of Understanding between Black Hawk County Pheasants Forever Chapter, for a Pollinator Planting Project at the Northeast corner of Martin Road and Highway 63, and authorizing the Mayor to execute said document. Submitted By: Todd Derifield, City Forester Approval recommended Resolution approving MOU with Black Hawk County Pheasants Forever Chapter and the City of Waterloo, for a pollinator planting project at the Northeast corner of Martin Rd. and Hwy 63. Black Hawk County Pheasants Forever Chapter will supply and plant the pollinator seed while the City of Waterloo will maintain the planting for a minimum of 5 years. N/A N/A This project for improving this city property would support the City of Waterloo Strategic Plan, Strategy 4.5 "Maintain City facilities that support quality of place. The MOU with this project is a small part of a large initiative to plant pollinator plantings in Waterloo, Black Hawk County, and at the state level. Waterloo Leisure Services has also partnered with the Cedar Valley Pollinator Zones on similar projects to increase pollinator habitats, increase pollinator populations, and reduce maintenance costs. The City Attorney has reviewed this MOU document. Legal Descriptions: N/A Page 428 of 464 Youth Pollinator Habitat Project Memorandum of Understanding Hwy 63/Martin Rd Project (project name) is a joint effort between Black Hawk County Pheasants Forever & Quail Forever Chapter and the City of Waterloo (School/Park/Land Owner/Tenant ect). The objectives of this project is to increase awareness about decreasing pollinator populations, educate the general public on the importance of habitat for pollinators, and to establish quality pollinator habitat. The results of this project will not only benefit pollinators by providing quality foraging and nesting habitat, but it will provide opportunities for youth/adults to get outside and gain an appreciation for wildlife and conservation. Commitments City of Waterloo City of Waterloo is responsible for: controlling noxious weeds on project site. is responsible for: maintaining project for a minimum of 5 years after establishment date. May not be grazed, hayed or mowed. Black Hawk County Pheasants Forever is responsible for: establishing One " Pheasants Forever planted by " sign posted on each project. Black Hawk County Pheasants Forever is responsible for: covering cost of outreach activities occurring on the project date Black Hawk County Pheasants Forever is responsible for: providing liability coverage for event occurring on the property Project Details Address Highway 63 and Martin Rd, Waterloo, IA Phone Number 319-242-1748 Project Location (Latitude/Longitude) 42.477576, -92.384690 Acres 2.0 Establishment Date 04/01/2020 MOU Terms This is an "at -will" MOU ad may be modified by mutual consent of authorized representatives from both parties. The MOU becomes effective upon signature by both parties and remains in effect for one year from date of signatures. Pheasants Forever/Quail Forever Officer Signature Date School/Park/Landowner ect Signature Date Once completed send to: aswerczek@pheasantsforever.org or mail to Pheasants Forever 54932 Emerald Lane Glenwood IA, 51534 Page 429 of 464 CITY OF WATERLOO Council Communication Resolution urging the Governor of Iowa to issue a shelter in place order in response to the COVID-19 pandemic. City Council Meeting: 4/6/2020 Prepared: REVIEWERS: Department Reviewer Action Date Clerk Office Felchle, Kelley Approved 4/1/2020 - 5:54 PM ATTACHMENTS: Description Type ❑ Resolution as proposed Backup Material SUBJECT: Resolution urging the Governor of Iowa to issue a shelter in place order in response to the COVID-19 pandemic. Submitted by: Submitted By: Jonathan Grieder, Ward 2 Council member Recommended Action: Approval. Page 430 of 464 RESOLUTION NO. 2020-XXX RESOLUTION URGING THE GOVERNOR OF IOWA TO ISSUE A SHELTER IN PLACE ORDER IN REPONSE TO THE COVID-19 PANDEMIC. Whereas, on Wednesday, March 11th, 2020 the World Health Organization declared the outbreak of Covid-19 to be a global pandemic; and Whereas, the Iowa Department of Public Health has identified over 500 cases of Covid- 19 in Iowa with multiple deaths on Wednesday April 1st, 2020; and Whereas, the Iowa Department of Public Health and the Black Hawk County Public Health Department have found community spread of Covid-19 in Black Hawk County, and Whereas, Covid-19 is represents a clear and present danger to the health and well-being of residents of Waterloo; and Whereas, Covid-19 is spread from person to person and requires significant social distancing to slow the spread of Covid-19; and Whereas, Iowa Attorney General Tom Miller and Governor Kim Reynolds have both stated that in their opinions that neither cities nor counties may issue shelter in place order to limit the spread of Covid-19; and Whereas, Iowa Attorney General Tom Miller and Governor Kim Reynolds have both stated in their opinions that only the Governor may issue a shelter in place order to limit the spread of Covid-19. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that the City of Waterloo urges the Governor Kim Reynolds to issue a shelter in place order for the state of Iowa to combat the spread of Covid-19. PASSED AND ADOPTED this 6th day of April 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk Page 431 of 464 CITY OF WATERLOO Council Communication Request by DGOGWaterlooia062619, LLC, to rezone a 3.082-acre property, north of 5225 Dysart Road, from "R-4" Multiple Residence to "C-P" Planned Commercial District, to construct a new Dollar General Store. City Council Meeting: 4/6/2020 Prepared: 3/5/2020 REVIEWERS: Department Reviewer Action Date Planning & Zoning Schroeder, Aric Approved 3/13/2020 - 10:57 AM Clerk Office Even, LeAnn Approved 3/16/2020 - 9:55 AM ATTACHMENTS: Description o Staff Report ❑ Updated Staff Report - Rezone N of 5225 Dysart Road D Overview Map D Aerial Map D Exterior Elevations D Signage D Pictures D Site Distance Map D Site Plan with Sidewalks D Application SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Type Cover Memo Backup Material Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Cover Memo Motion to receive, file, consider, and pass for the first time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10- 4-4, approving a rezone of certain property, located north of 5225 Dysart Road. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said Ordinance. Submitted By: Noel Anderson, Community Planning and Development Director Approval Transmitted herewith is a request DGOGWaterlooia062619, LLC to rezone a 3.082-acre property north of 5225 Dysart Road from "R-4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store. None Page 432 of 464 Source of Funds: N/A Policy Issue: Strategic Plan 1, 3, and 4 Background Information: The request would not appear to have a negative impact on the surrounding neighborhood which mostly consists of agricultural land abutting, and residential across Highway 218, and Summerland Park father south on Dysart Road. With the location at a Highway intersection, it would appear a suitable location for a neighborhood commercial store. The request to construct a new Dollar General building and associated parking area is not anticipated to have a negative impact upon nearby properties or land uses. The proposed site is nestled in between Dysart Road and Highway 218. Access to the site will be off Dysart Road, which is classified as a minor arterial. The area of the proposed site is currently zoned "R-4" Multiple Residence District and has been zoned as such since August 20, 2010, with the passage of Ordinance No. 4498. Surrounding uses and zoning: North — Highway 218; Residential Development, zoned "A-1" Agricultural District; Apartments, zoned "A-1" Agricultural District; and Contractor Storage Yard, zoned "M-1" Light Industrial District. South— Mobile Home Park, zoned "R-3" Multiple Residence District; and Single Family and Multifamily, zoned "R-3, RP" Planned Multiple Residence District. East — Timothy Ridge Residential area, zoned "R-3, RP" Planned Multiple Residence District. West — Agricultural farmland immediate to the west, zoned "A-1" Agricultural District; and Theme Park further to the west, zoned "A-1" Agricultural District and "C-P" Planned Commercial District. The applicant will be constructing a shrub and tree buffer on all three sides of the property. Rezoning of the land would not appear to have a negative impact upon drainage in the area as the project notes a detention basin to the north of the proposed Dollar General Store location. 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 0308F, dated July 18, 2011. There is 15" sanitary sewer line located underneath HWY 218 and a 16" water main along Dysart Road. The applicant is requesting to rezone a 3.082-acre property north of 5225 Dysart Road to construct a new Dollar General Store. The "C-P" designation means for the residential and commercial development of tracts of land on a unit basis, allowing greater flexibility and diversification of land uses and building locations than the conventional single lot method. The C- P zoning will enable the Dollar General Store to have greater flexibility in Page 433 of 464 Legal Descriptions: regards to setbacks, lot configuration, and other parameters associated with building on a triangular lot. The parking lot contains 30 stalls with two of those stalls being reserved for handicap parking. The size of the building is 9,100 square feet, with 7,159 SF of retail floor space. Per the Zoning Ordinance, one parking space is required for every 250 feet of retail floor space. This equates to 29 required parking stalls, but 30 are being provided to meet the requirement. The building also has three proposed signs. The two wall signs are 97.5 square feet and a pylon sign which is 50 square feet. All three signs meet the sign requirements of the "C-P" Planned Commercial District. In addition the landscaping plan submitted by Dollar General meets all parameters of the Zoning Ordinance The Planning and Zoning Commission unanimously approved the rezone request at their regular meeting on March 3, 2020. Therefore, staff recommends that the request by DGOGWaterlooia062619, LLC to rezone a 3.082 acre property north of 5225 Dysart Road from "R- 4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The site will bring a neighborhood commercial use to a residential area that sits along Waterloo's Highway 218 Corridor A PART OF THE NORTHWEST QUARTER OF SECTION 18. TOWNSHIP 88 NORTH, RANGE 12 WEST OF THE 5TH PRINCIPAL MERIDIAN IN BLACK HAWK COUNTY, IOWAAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 18, THENCE SOUTH 0 DEGREES 26 MINUTES 16 SECONDS EAST, 718.22 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF U. S. ROUTE 218 AS SHOWN ON BOOK NUMBER 539 PAGE 374 IN THE BLACK HAWK COUNTY RECORDER'S OFFICE; THENCE SOUTH 47 DEGREES 39 MINUTES 29 SECONDS EAST, 68.12 FEET ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE TO THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING, THENCE CONTINUE SOUTH 47 DEGREES 39 MINUTES 29 SECONDS EAST, 743.93 FEET ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE; THENCE NORTH 89 DEGREES 53 MINUTES 07 SECONDS WEST, 522.87 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF DYSART ROAD; THENCE NORTH 7 DEGREES 11 MINUTES 16 SECONDS WEST, 197.20 FEET ALONG SAID EASTERLY RIGHT OF WAY LINE; THENCE NORTH 0 DEGREES 26 MINUTES 16 SECONDS WEST, 304.39 FEET ALONG Page 434 of 464 SAID EASTERLY RIGHT OF WAY LINE TO THE POINT OF BEGINNING, CONTAINING 3.082ACRES, MORE OF LESS. Page 435 of 464 March 23, 2020 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: Request by DGOGWaterlooia062619, LLC to rezone a 3.082-acre property north of 5225 Dysart Road from "R-4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store. DGOGWaterlooia062619, LLC, 1598 Imperial Center, West Plains, MO, 65775. The applicant is requesting to rezone the property in question to construct a 9,100 SF Dollar General Store. The request would not appear to have a negative impact on the surrounding neighborhood which mostly consists of agricultural land abutting, and residential across Highway 218, and Summerland Park father south on Dysart Road. With the location at a Highway intersection, it would appear a suitable location for a neighborhood commercial store. The request to construct a new Dollar General building and associated parking area is not anticipated to have a negative impact upon nearby properties or land uses. The proposed site is nestled in between Dysart Road and Highway 218. Access to the site will be off Dysart Road, which is classified as a minor arterial. The Cedar Valley Waterloo Trail is located approximately 2 miles to the east of the proposed rezone area. Currently there are no sidewalks in the area; however, the Complete Streets Committee discussed having a sidewalk that extends from the building to Dysart Road right-of-way and this sidewalk could potentially link to a future trail connection. The area of the proposed site is currently zoned "R-4" Multiple Residence District and has been zoned as such since August 20, 2010, with the passage of Ordinance No. 4498. Surrounding uses and zoning: N or 5225 Dysart Road Rezone "R-4" to "C-P" Pd043b4of 464 March 23, 2020 DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: North — Highway 218; Residential Development, zoned "A-1" Agricultural District; Apartments, zoned "A-1" Agricultural District; and Contractor Storage Yard, zoned "M-1" Light Industrial District. South — Mobile Home Park, zoned "R-3" Multiple Residence District; and Single Family and Multifamily, zoned "R-3, RP" Planned Multiple Residence District. East — Timothy Ridge Residential area, zoned "R-3, RP" Planned Multiple Residence District. West — Agricultural farmland immediate to the west, zoned "A-1" Agricultural District; and Theme Park further to the west, zoned "A-1" Agricultural District and "C-P" Planned Commercial District. Residential structures to the east were constructed during the 1990's and 2000's. To the north is an apartment complex constructed in the 1950's. The residential building to the south was constructed in 1908. The applicant will be constructing a shrub and tree buffer on all three sides of the property. DRAINAGE: Rezoning of the land would not appear to have a negative impact upon drainage in the area as the project notes a detention basin to the north of the proposed Dollar General Store location. FLOODPLAIN: 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 0308F, dated July 18, 2011. PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: Kittrell Elementary is located approximately 4 miles to the northwest, Hoover Middle School is approximately 5 miles to the northwest, and West High is approximately 4.5 miles to the northwest of the project site. There are no parks or open space within close proximity of the rezone area. There is 15" sanitary sewer line located underneath HWY 218 and a 16" water main along Dysart Road. N or 5225 Dysart Road Rezone "R-4" to "C-P" PSgEP43f of 464 March 23, 2020 STAFF ANALYSIS ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: The Future Land Use Map designates this property as Mixed Residential: Low, Medium, High Density Residential; Professional Officials, and Neighborhood Commercial. The proposed land use of neighborhood commercial is in conformance with the Future Land Use Map for this area. The proposed Dollar General Store is also located in a primary growth area as identified in the City's Comprehensive Plan. The Comprehensive Plan cites neighborhood commercial use examples such as small restaurants, neighborhood grocery stores, and convenience stores. The Dollar General Store setup is similar to a convenience store. The applicant is requesting to rezone a 3.082-acre property north of 5225 Dysart Road to construct a new Dollar General Store. The "C- P" designation means for the residential and commercial development of tracts of land on a unit basis, allowing greater flexibility and diversification of land uses and building locations than the conventional single lot method. The C-P zoning will enable the Dollar General Store to have greater flexibility in regards to setbacks, lot configuration, and other parameters associated with building on a triangular lot. The parking lot contains 30 stalls with two of those stalls being reserved for handicap parking. The size of the building is 9,100 square feet, with 7,159 SF of retail floor space. Per the Zoning Ordinance, one parking space is required for every 250 feet of retail floor space. This equates to 29 required parking stalls, but 30 are being provided to meet the requirement. The building also has three proposed signs. The two wall signs are 97.5 square feet and a pylon sign which is 50 square feet. All three signs meet the sign requirements of the "C-P" Planned Commercial District. In addition the landscaping plan submitted by Dollar General meets all parameters of the Zoning Ordinance. The Planning and Zoning Commission unanimously approved the rezone request at their regular meeting on March 3, 2020. Traffic Operations had questions regarding whether the site distance was adequate off of Dysart Road to the access driveway/parking entrance to the proposed Dollar General Store. The applicant provided a diagram to Traffic Operations to answer questions regarding the northern approach and the applicant was able to demonstrate there were no obstructions regarding the southern approach. The Technical Review Committee also had concerns regarding the trip generation data coming off Dysart Road to the N or 5225 Dysart Road Rezone "R-4" to "C-P" PSgEP43f of 464 March 23, 2020 STAFF ANALYSIS SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: Dollar General site to determine if a turning lane is required. The applicant sent a copy of a trip generation study for a similar Dollar General Site in Iowa. No, additional trip generation data is needed or required. The applicant plans to subdivide the property once the rezone request is approved. Therefore, staff recommends that the request by DGOGWaterlooia062619, LLC to rezone a 3.082 acre property north of 5225 Dysart Road from "R-4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The site will bring a neighborhood commercial use to a residential area that sits along Waterloo's Highway 218 Corridor. N or 5225 Dysart Road Rezone "R-4" to "C-P" PSgtiP433 of 464 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: April 6, 2020 Request by DGOGWaterlooia062619, LLC to rezone a 3.082-acre property north of 5225 Dysart Road from "R-4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store. DGOGWaterlooia062619, LLC, 1598 Imperial Center, West Plains, MO, 65775. The applicant is requesting to rezone the property in question to construct a 9,100 SF Dollar General Store. The request would not appear to have a negative impact on the surrounding neighborhood which mostly consists of agricultural land abutting, and residential across Highway 218, and Summerland Park father south on Dysart Road. With the location at a Highway intersection, it would appear a suitable location for a neighborhood commercial store. The request to construct a new Dollar General building and associated parking area is not anticipated to have a negative impact upon nearby properties or land uses. The proposed site is nestled in between Dysart Road and Highway 218. Access to the site will be off Dysart Road, which is classified as a minor arterial. The Cedar Valley Waterloo Trail is located approximately 2 miles to the east of the proposed rezone area. Currently there are no sidewalks in the area; however, the Complete Streets Committee discussed having a sidewalk that extends from the building to Dysart Road right-of-way and this sidewalk could potentially link to a future trail connection. The area of the proposed site is currently zoned "R-4" Multiple Residence District and has been zoned as such since August 20, 2010, with the passage of Ordinance No. 4498. Surrounding uses and zoning: N or 5225 Dysart Road Rezone "R-4" to "C-P" PSgEP44t of 464 DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: April 6, 2020 North — Highway 218; Residential Development, zoned "A-1" Agricultural District; Apartments, zoned "A-1" Agricultural District; and Contractor Storage Yard, zoned "M-1" Light Industrial District. South — Mobile Home Park, zoned "R-3" Multiple Residence District; and Single Family and Multifamily, zoned "R-3, RP" Planned Multiple Residence District. East — Timothy Ridge Residential area, zoned "R-3, RP" Planned Multiple Residence District. West — Agricultural farmland immediate to the west, zoned "A-1" Agricultural District; and Theme Park further to the west, zoned "A-1" Agricultural District and "C-P" Planned Commercial District. Residential structures to the east were constructed during the 1990's and 2000's. To the north is an apartment complex constructed in the 1950's. The residential building to the south was constructed in 1908. The applicant will be constructing a shrub and tree buffer on all three sides of the property. DRAINAGE: Rezoning of the land would not appear to have a negative impact upon drainage in the area as the project notes a detention basin to the north of the proposed Dollar General Store location. FLOODPLAIN: 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 0308F, dated July 18, 2011. PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: Kittrell Elementary is located approximately 4 miles to the northwest, Hoover Middle School is approximately 5 miles to the northwest, and West High is approximately 4.5 miles to the northwest of the project site. There are no parks or open space within close proximity of the rezone area. There is 15" sanitary sewer line located underneath HWY 218 and a 16" water main along Dysart Road. N or 5225 Dysart Road Rezone "R-4" to "C-P" P:cgtP44f14 of 464 STAFF ANALYSIS ZONING ORDINANCE: TECHNICAL REVIEW COMMITTEE: April 6, 2020 The Future Land Use Map designates this property as Mixed Residential: Low, Medium, High Density Residential; Professional Officials, and Neighborhood Commercial. The proposed land use of neighborhood commercial is in conformance with the Future Land Use Map for this area. The proposed Dollar General Store is also located in a primary growth area as identified in the City's Comprehensive Plan. The Comprehensive Plan cites neighborhood commercial use examples such as small restaurants, neighborhood grocery stores, and convenience stores. The Dollar General Store setup is similar to a convenience store. The applicant is requesting to rezone a 3.082-acre property north of 5225 Dysart Road to construct a new Dollar General Store. The "C- P" designation means for the residential and commercial development of tracts of land on a unit basis, allowing greater flexibility and diversification of land uses and building locations than the conventional single lot method. The C-P zoning will enable the Dollar General Store to have greater flexibility in regards to setbacks, lot configuration, and other parameters associated with building on a triangular lot. The parking lot contains 30 stalls with two of those stalls being reserved for handicap parking. The size of the building is 9,100 square feet, with 7,159 SF of retail floor space. Per the Zoning Ordinance, one parking space is required for every 250 feet of retail floor space. This equates to 29 required parking stalls, but 30 are being provided to meet the requirement. The building also has three proposed signs. The two wall signs are 97.5 square feet and a pylon sign which is 50 square feet. All three signs meet the sign requirements of the "C-P" Planned Commercial District. In addition the landscaping plan submitted by Dollar General meets all parameters of the Zoning Ordinance. Staff also noted that metal panels with ribs will not be allowed for the site. The applicant is currently looking at the possibility of flush metal sides with and EFIS coating for areas not covered with brick or window design. The Planning and Zoning Commission unanimously approved the rezone request at their regular meeting on March 3, 2020. Traffic Operations had questions regarding whether the site distance was adequate off of Dysart Road to the access driveway/parking entrance to the proposed Dollar General Store. The applicant N or 5225 Dysart Road Rezone "R-4" to "C-P" PSgtP4V of 464 STAFF ANALYSIS SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: April 6, 2020 provided a diagram to Traffic Operations to answer questions regarding the northern approach and the applicant was able to demonstrate there were no obstructions regarding the southern approach. The Technical Review Committee also had concerns regarding the trip generation data coming off Dysart Road to the Dollar General site to determine if a turning lane is required. The applicant sent a copy of a trip generation study for a similar Dollar General Site in Laurens, Iowa. The Engineering Department reviewed Traffic study for Laurens, Iowa and had no additional questions. The City Council decided that a site specific traffic study was needed for the site and tabled the meeting for an additional two weeks at their regular meeting on March 23, 2020. Linda Gaul at 4238 Suburban Drive noted that she was against the project for safety reasons, due to it being a busy intersection. The applicant plans to subdivide the property once the rezone request is approved. Therefore, staff recommends that the request by DGOGWaterlooia062619, LLC to rezone a 3.082 acre property north of 5225 Dysart Road from "R-4" Multiple Residence to "C-P" Planned Commercial District to construct a new Dollar General Store be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The site will bring a neighborhood commercial use to a residential area that sits along Waterloo's Highway 218 Corridor. N or 5225 Dysart Road Rezone "R-4" to "C-P" POEP44f3' of 464 City of Waterloo City Council March 23, 2020 at*/ ss C-P- =TUM DR +.9 M' 1 218 (27> m� �9s .4 ti PQ c �G �o E SHAULIS RD A-1 A-1 —LE BELLE ST-\ /\ Q I c-m CRESTRI�GE 0OAK RIDGE RD \m z Co 0 'Poo, `rA O I . • 9;*.Q_ ran % C-2 A-1 1011OI713 R-2 lik\t/ X R-4 CEDAR KNOLL1 ROE �`� v \ C-2 JO J 1 .13 ,.o I0p,R •AFTC w DR o 2 SUM ,GcL—. �� v�4.- all i zO A R-1 R=2 VIOLET DR E ORANGE RD -9 R- R-3,R-P :- ; � m q��0 218 E SHAULIS RD A-1 A-1 R-2;C-Z 40R".. 0 O -1 cr7 o*.,.L4' Q 0 QUIGBY RD 0—x:IPLING:RD O ZO—ELLINGTON ST— O !— BRISTO_L- RD Dawe Lu ter+ U z North of 5225 Dysart Road Rezone from "R-4" to "C-P" DGOGWaterlooiao62619 LLC Page 444 of 464 City of Waterloo City Council March 23, 2020 North of 5225Dysart Road Y Rezone from "R-4" to "C-P" LLC Page 445 of 464 N �1 Tit_1..V-7--'•DGOGWaterlooiao62619 �,����,y our•Fir. rjj 100 50 0 100 otQI'100 ‘c In Feet T.O. PARAPET ELEV. = 118'-0" T.O. PURLIN ELEV. = 114'-O" B.O. SOFFIT ELEV. = 110'-0" T 11 12 3/8 DOLLAR GENERAL +I.++I.++I.++I.++I.++I.'+I.'+I.'+I.'+I1'+1.1,11 ,,1,,,1,,,1,,,1,,,1,,,1,,,1,,,1,,1,,1,,1 „1,,,1,,,1,,,1,,,1,,,1,,,1,,, I.++11++11++11++11++11++11++11++11++11++11++11++11++11++11++11+11++11++11++11++11++11++11++11++11++1.++ +ICI , , +11,, ,+11,+11' L++L++L++L+ IL 11, L'+L'+L+ 1,1+1.,1+1.,1+1.,111., ' L++L'+L'+LIll .III .III .III .III III 11.++I.+ I.++I.++I.+ I.++I.++I.++I�+1I11' I11 I11 '+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,,1,,1,,1,,1,,1,, „1 „1,,11 11 11 11 11 11 11 11 11 11 11 11 11 11 ' 1 11 11 11 11 11 11 11 11 11 +1 11 11' +1 ' +1 ' 1' +1 ' +1 ' +I 11, ' T.O. SLAB ELEV. = 100'-0' ,1.++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, ' +1, ' +1, ' +' ',,111+11'+11'+11111111111111111111111111 ' 111 ' 111 ' 111 ' 111 ,1 .1,1, 1+1, 1+1, 1+1,' 1,'+11'+1, 11, 111, 111, 11,, 11,, 1,, 1,, 1,, I.' IIIIII +I.' +I.' +I.' IIIIII +I,' +I EAST ELEVATION SCALE : 1/8"=1'-0" 11 I 11 2 T T.O. PARAP ELEV. = 118'-o" Ow- B.O. SOFFIT ELEV. = iio'-o" 9 T.O. SLAB ELEV. = loo'-o" NORTH ELEVATION i ,I, Ill, Ill, Ill, Ill, Ill, Ill, Ill, , ,I, , ,I, , 1 , ,I, III, III, III, III, III, III, III, 11 III, 1 ,L,I, ill, 1 ' 1,',1,'+L'+L'+Lrfi' '+11'+11'+11'+11'+ 1' ' fiT +IT� +111 +11'+11, '+11'+I , 1 , „ „ „ 1 , 1, 1, 1, 1 , 1 , 1, 1, 1, 1, 1, 1, 1, 1, 1 , =. 1 ,1, , ,1, 1 1 1,,I,III I 'I 'I ',1 1 ,,,,,,,,1,,1,,1,,1,,1,,„ ,,110 11'111III 11,,11,,11,,,1,111,111,111,,,1,,,1,, 1 111, 111, 111, 111, 111, 111, 111, 111, 1,. 111, ' 1,111,111 ' I,'+,'+,'+,'+,'+,'+,'+,'+''L '11'+L',11'+L',11'+L',11'+L',11 +11',1E I1'+L'+I ' +I 2 ' +I ' +I ' +I , 111' 1 ' +I 1 , , 11 ' +I ' +I ' +I , '11 ' 12'-0" '+11'+1,„l„1,,, 6,-4" 0 0 0 0 DOLLAR GENERAL , 'it 0 0 'I. 'I. 'I. RAPET ELEV. = 118'-o" I i ,I, , , „I, , ,I, , , „I, , ,I, , , „1, , 111 , 11 , '11 , '11 I „1, 1 ,1, , if, 1 ,1, 1 ,1, , , 1 ,1, 1 ,1, , , 1 ,1, 1 ,1, , , 1 ,1, , 1 I,'+I,+I,,,I,,,I,,,I,,,I,,,'it , 'it , 'it , 'it ,,„I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,'+I,,I, I, „ �� , , , I, ,1,,I,,,I,,,I,,,I,,FF, i,\hi,', ,i,'I1'I 'Lt11 1 711 1I-+i,1i,'11 , 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' ' I' II, 'II, '+L'+L'+L'+L'+I,"1,I ilk ilk ilk ilk ill I 1, 6-4" , ,1 ,1 , „ „ 11 11 11 12'-0" u TYP. B.O. SOFFIT ELEV. = no'-o" 7 AIL T.O. PAKAPETI AI ELEV. = 118'-o" 10 B.O. SOFFIT ELEV. = no'-o" WEST ELEVATION SCALE : 1/8"=1'-0" 1 2 12 12 8 12 2 19 T.O. PARAPET ELEV. = 118'-0" T.O. SLAB ELEV. T.O. PARAPET ELEV. = 118'-0" T.O. PURLIN ELEV. = 114'-0" ELEV T.O. SLAB 1-11 SCALE : 1/8"=1'-0" A3. 1 T T130'-0" 26' o" 26' o" 26' o" 26'-0., 26'-0" 1. 7- 7- 7- 7- 2 PARAPET \ \T.O. T.O. PARAPET ELEV. = 118' o" I 11 11 I I I I I I I I I I I I I ELEV. = 118'-o" T.O. PURLIN I ' I I FI I I I T.O. PURLIN I ELEV. = 114' o" I I I I I I ' I ELEV. = 114'-0" T.O. SLAB 19 I i 1 =� 9 T.O. SLAB ELEV. e ELEV. = 100 o 8 8 8 _ 12 8 L 8 8 = loo 0 SOUTH ELEVATION SCALE : 1/8"=1'-0" EXTERIOR FINISH SCHEDULE PRE-ENGINEERED METAL BUILDING VENDOR. VP BUILDINGS ENGLISH STAR BUILDING SYSTEMS NUCOR BUILDING SYSTEMS BIGBEE STEEL BUILDINGS, INC. - CHIEF BUILDINGS PREFERRED COLORS IF ALTERNATE EXTERIOR MATERIALS ARE USED INSTEAD OF METAL PANELS. ATTN: DAVID (901) 568-4537 ATTN: RODNEY BURT (800) 879-7827 ATTN: BOB BARRY (315) 622-4440 • (26o) 837-7891 ATTN: KEVIN BUSLER (800) 633-3378 ATTN: ERIN SULLIVAN (800) 845-3378 EXTERIOR FINISHES ARE TO MATCH or BE EQUAL TO VP METAL BUILDING SYSTEM'S FINISH SELECTION. COOL EGYPTIAN WHITE COOL DARK BRONZE BRONZE COOL COTTON WHITE LIGHTSTONE MEDIUM BRONZE, KYNAR 500 BRONZE POLAR WHITE LIGHTSTONE MEDIUM BRONZE, KYNAR 500 BRONZE POLAR WHITE SANDSTONE BURNISHED SLATE BRONZE POLAR WHITE PARCHMENT ANTIQUE BRONZE BRONZE POLAR WHITE SHERWIN WILLIAMS SW7o37 "BALANCED BEIGE" SHERWIN WILLIAMS SW7o4i "VAN DYKE BROWN" BRONZE WHITE BY PEMB MANUFACTURER GUTTERS. DOWNSPOUTS. SIDE & REAR METAL WALL PANELS & TRIM, RECEIVING & EMERGENCY EXIT DOORS. (EXTERIOR OF DOORS TO BE PAINTED. REFER TO DOOR SCHEDULE.) • • • • • • ARCHITECTURAL BLOCK AT BUILDING FACADE TO BE PRE -FINISHED or PAINTED (2 COATS LOXON XP MASONRY COATING A24W400 SERIES) TO MATCH THE SIDE & REAR METAL WALL PANELS. • • • • • • FLATA METAL SOFFIT AT STOREFRONT VESTIBULE • • • • • • BUILDING FASCIA WALL, PARAPET o/ ENTRANCE, & CANOPY. STOREFRONT SYSTEM. STANDING SEAM METAL ROOF PANELS. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. REFER TO NOTE CONCERNING ENERGY CODE COMPLIANCE. LINER PANELS (INTERIOR SALES & RECEIVING FLOOR) ELEVATION KEYNOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SIGN FURNISHED & INSTALLED BY DOLLAR GENERAL CORPORATION w/ CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS. COORDINATE THE PROPER SIGNAGE TO BE USED w/ DOLLAR GENERAL. EXTERIOR LIGHTING. REFER TO ELECTRICAL DRAWINGS TO VERIFY EXACT QUANTITY, LOCATION, MOUNTING HEIGHT & OTHER SPECIFICATIONS. NOT USED. NOT USED. NOT USED. NOT USED. TRIM. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. GUTTER & DOWNSPOUT. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. 8" SPLIT FACE CONCRETE MASONRY UNIT. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. STANDING SEAM METAL ROOF. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. PRE -FINISHED METAL WALL PANELS, REVERSE RIB PROFILE. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. PRE -FINISHED METAL WALL PANELS. PROVIDE TAMPER -RESISTANT FASTENERS FOR BOTTOM 8'-o". REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR. VENT FOR BATHROOM EXHAUST. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION & ADDITIONAL INFORMATION. DOOR BUZZER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. NOT USED. HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION & LOCATIONS. OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOORS @ 8'-o" A.F.F. MINIMUM EAVE HEIGHT IS 14'-0" A.F.F. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON -PAVED AREAS. NOT USED. 1/2" DIAMETER x 6" LONG STAINLESS STEEL EYE BOLTS (CLOSED) w/ 1" DIAMETER OPENINGS. DRILL & EPDXY INTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN EACH SIDE OF ENTRY, TOTAL OF 8 BOLTS. 0 O r-1 00 ;14 00 CO 00 r-1 00 1-1 N W ,o o W >- J w 0 z N z 1 -1 0►►►pE4u1,, „A4 ;.� � ��O ,o••�•••••+++• Q d40 � ti 06962 •• w r • tl lisoi / rifrl 07. p • • GCS • • a 09/06/2019 NAME: KYLE W. RADER ARCHITECT OF RECORD LICENSE NO. 06982 PROJECT NUMBER 19184 • DGWI REVISIONS A2.1 EXTERIOR ELEVATIONS DATE: SEPTEMBER o6, 2019 Page 446 of 464 z:\Projects\_odlor General\IA Stores\19184 DGNI - DG waterloo IA\Drwngs\A201DGWI.dwg1Sep 05, 201914:09prnIuser 26'-0" 8'-0" SIGN SPECIFICATIONS COLLAR GENERAL MAIN BUILDING SIGN L COLLAR GENER (7 PRIMARY PYLON SIGN SIGNAGE ELEVATIONS COMING SOON! DOLLAR GENERAL Now Hiring! Apply online at: www.dollargeneral.com JOB SITE SIGN THIS SIGN TO BE PROVIDED & INSTALLED BY THE DEVELOPER or CONTRACTOR AT THE BEGINNING OF THE CONSTRUCTION PROJECT. SCALE : 1/2"=1'-0" E.O., DISC SW & PHOTOCELL 26-0" 7'-8" MOUNTING CLIP CENTERS NOTE: MOUNTING CENTERS SHOWN ARE FOR go MPH STANDARD DESIGNS ONLY. ELECTRICAL REQUIREMENTS: (1) 15A CIRCUIT REQUIRED AMPS: 5.00 WATTS: 584 V.O.C. 700 FACE TRIM: FACE TRIM: O.A.L. TRIM: U.L. LABEL: 44 3/4" x 149" 44 3/4" x 1641/4" 44 3/4" x 3113/4" STD. SIGNAGE BRACING DETAILS DISC SW i2oV CIRCUIT WIRING SCHEMATIC T 15 PHOTOCELL 3'-9" x 26'-0" SCALE : 1/2"=1'-0" 1. BUILDING SIGNS: PROVIDE CONDUIT & WIRE FROM ELECTRICAL PANEL TO THE SIGN CANOPY. THE CONDUIT IS TO BE 1" & HAVE ONE SET OF io/2 WIRE w/ GROUND. BUILDING CANOPY MUST BE SUFFICIENTLY BUILD TO SUPPORT THE DOLLAR GENERAL SIGN OF UP TO 140o LBS. NOTE: IF THE LEASE SPECIFIES A 5'-0" x 40'-0" BUILDING SIGN or 24" LETTER SET (or LARGER), 2 QTY. -io/2 WIRE w/ GROUND. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. PYLON SIGNS: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGN BASE. BURY CONDUIT UNDER PARKING AREA. THE CONDUIT IS TO BE 1" & HAVE ONE SET OF 10/2 WIRE w/ GROUND. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. FINAL ELECTRICAL CONNECTIONS FOR SIGN SHALL BE THE SIGN VENDORS RESPONSIBILITY ONCE THE "J" BOX & WIRES ARE IN PLACE. 4. SEE CHART BELOW FOR SIGN SPECIFICATIONS. 5. PYLON SIGN CABINETS TO CLEAR 15'-o" FROM GRADE & EDGE SHALL BE LOCATED NO CLOSER THAN io'-o" TO ANY OVERHEAD UTILITY LINES. BUILDING SIGN SIGN SIZE SIGN WEIGHT # OF CIRCUITS AMPS VOLTAGE 3'-9" x 26'-0" 441 LBS. (i) 15A 58.4 115 PYLON SIGN SIGN SIZE SIGN WEIGHT # OF CIRCUITS AMPS VOLTAGE 5'-0" x io'-o" 375 LBS. (1) 15A 3.4 115 SIGN NOTES: PLANS FOR ADDITIONAL INFORMATION. CONTACT THE THERE ARE ANY DISCREPANCIES. 1. REFER TO ELECTRICAL ARCHITECT IF N 0 0 r-1 co Ln w co 00 8-8 Ln rzto N L 0 O * z N 0 4 � Q -1 r 4 0 il0 o w w w ,moo o0 .cDH oz 0., 0 c) o DD c1 ,, wimi U o `r' oo H O f-4I w *++eip.adl - - 'W•& e RI- D eee ee : •• •• i • 06982 r .. . +r 1 — • IOWA • • • ow • 09/06/20 i-9. NAME: KYLE W. RADER IARCHITECT OF RECORD LICENSE NO. 06982 PROJECT NUMBER 19184 • DGWI REVISIONS A7.1 Page 447 of 464 SIGNAGE & SIGNAGE DETAILS DATE: SEPTEMBER o6, 2019 Z:\Projects\_Dollar General\IA Stores\19184 DGWI — DO Wotodoo IA\Drxrge\A70100WI.dwgISep 05, 2019I4:05pmIUser New Retail Store North of 5225 Dysart Road Looking southwest from US Highway 218. Looking south from US Highway 218 just south of Shaulis Road. Looking northeast from Dysart Road toward US Highway 218. Looking southeast from Dysart Road from US Highway 218. Page 448 of 464 1 2 3 4 5 6 7 8 9 10 pmarkas J:\2019\0190002.52 — DG — Waterloo IA (Site 2)\Survey\07_Drawings\SV_ALTA DG — Waterloo IA (Site 2) — 0190002.52.dwg 7/31/2019 12:46 PM J A 7 BM #210 ELEV=855.98 -0- NW COR, SEC 18 T88N, R12W, 5TH PM 1/2" BAR IN CONCRETE v- o S00°26'16"E 1922.45 \ W. LINE NW 1/4, SEC 18 T88N, R12W, 5TH PM \ o 'cD 50' \ s —856-, CO 0 z 0 i SET O NO THI. I I/ \ \ \ P.O.B. \ css \\ \\\ \ \ \ \ \\/ \\ \ N\\ \\ \ \ \\ \\\\ \8 \\ \ 5c \ \\ EASTERLY R.O.W. DYSART ROAD / �858� BM #211 ELEV=859.75 859 PARKING SIDE SIGN _ _862 SW COR, NW 1/4, SEC 18 T88N, R12W, 5TH PM 3" ALUMINUM DISK 860 EASTERLY R.O.W. DYSART ROAD 861— SET \ \\ \\ \\ \ \ \ \ \ ALTA/NSPS LAND TITLE SURVEY PART THE NW 1/4 OF SECTION 18, TOWNSHIP 88 NORTH, RANGE 12 WEST OF THE 5TH PRINCIPAL MERIDIAN BLACK HAWK COUNTY, IOWA / / \ \ —856 LEFT LANE ENDS SIGN (2)4'Pvc INV=855.03 / / / / / / / 7 \ \ \ \\ \\\\ \ \ \ \ \ \ \ 10 5�(9�Gs srJ % 7 / / TOTAL AREA = 3.082± iCRES NO BUILDINGS LOCATED ONZUBJECT PARCEL / 7 7 —863 864 865 866 0,1 Ls \ \ \ Ns\-f\\ \\:\ \ \ \ \\ \ \ \ \'''--,,,,\ :\ eP SET N89°53'07"W 522.87' PIN: 8812-18-151-006 OWNER: J9A D. BRUSTKERN 0 15 30 60 U.S. SURVEY FEET BASIS OF BEARINGS IS IOWA STATE PLANE NORTH ZONE 1401 NAD 83 CURRENT ADJUSTMENT SET • BENCHMARKS: OU LEGEND ST 0 SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 Location Map Not to Scale EXISTING TAX ID NOS. PARCEL: 8812-18-151-006 Farnsworth GROUP 2709 McGRAW DRIVE BLOOMINGTON, ILLINOIS 61704 (309) 663-8435 / info@f-w.com Engineers I Architects I Surveyors I Scientists ISSUE: # DATE: DESCRIPTION: PROJECT: Dollar General Waterloo, Iowa DATE: 07/31/2019 DESIGNED: PEB DRAWN: PDM REVIEWED: BAB FIELD BOOK NO.: PON 14/26 SHEET TITLE: ALTA / NSPS LAND TITLE SURVEY SHEET NUMBER: OF 2 PROJECT NO.: 0190002.52 2 Page 450 of 464 3 4 5 6 7 8 9 10 6 7 8 9 10 \2019\0190002.52 — DG Waterloo IA (Site 2)\Survey\07_Drowings\SV_ALTA DG — Waterloo IA (Site 2) - 0190002.52.dwg 1 7/31/2019 12:46 PM J B A SURVEYOR CERTIFICATION TO: THE OVERLAND GROUP, LLC; AND IOWA TITLE GUARANTY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(A), 7(A), 8, 11, 13, AND 16 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 12, 2019. LEGAL DESCRIPTION AS PROVIDED ALL THAT PART OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 88 NORTH, RANGE 12 WEST OF THE 5TH P.M., IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, LYING SOUTHWESTERLY OF THE STATE ROAD, EXCEPTING THAT PART THEREOF WHICH WAS CONVEYED TO JESSIE SHAULIS IN 82 LD 481, DESCRIBED AS FOLLOWS: A TRIANGULAR ONE -ACRE TRACT LYING IN THE NORTH CORNER OF THAT PART OF SECTION 18, TOWNSHIP 88 NORTH, RANGE 12 WEST OF THE 5TH P.M., LYING WEST OF THE STATE ROAD SOMETIMES CALLED THE LAPORTE ROAD, THE SOUTH LINE OF SAID TRIANGULAR ONE -ACRE TRACT RUNNING DIRECTLY EAST AND WEST; AND EXCEPTING THAT PART CONVEYED TO THE STATE OF IOWA IN 111 LD 129; AND EXCEPTING THAT PART CONVEYED TO BLACK HAWK COUNTY, IOWA, IN 111 LD 331; AND EXCEPTING THOSE PARTS DESCRIBED FOR ROAD PURPOSES IN 539 LD 363 AND 539 LD 372; AND EXCEPTING THAT PART CONDEMNED FOR ROAD PURPOSES BY PROCEEDINGS IN 549 LD 864 AND 550 LD 842. SUGGESTED LEGAL DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 18. TOWNSHIP 88 NORTH, RANGE 12 WEST OF THE 5TH PRINCIPAL MERIDIAN IN BLACK HAWK COUNTY, IOWA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 18, THENCE SOUTH 0 DEGREES 26 MINUTES 16 SECONDS EAST, 718.22 FEET ALONG THE WEST LINE OF SAID NORTHWEST QUARTER TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF U. S. ROUTE 218 AS SHOWN ON BOOK NUMBER 539 PAGE 374 IN THE BLACK HAWK COUNTY RECORDER'S OFFICE; THENCE SOUTH 47 DEGREES 39 MINUTES 29 SECONDS EAST, 68.12 FEET ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE TO THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING, THENCE CONTINUE SOUTH 47 DEGREES 39 MINUTES 29 SECONDS EAST, 743.93 FEET ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE; THENCE NORTH 89 DEGREES 53 MINUTES 07 SECONDS WEST, 522.87 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF DYSART ROAD; THENCE NORTH 7 DEGREES 11 MINUTES 16 SECONDS WEST, 197.20 FEET ALONG SAID EASTERLY RIGHT OF WAY LINE; THENCE NORTH 0 DEGREES 26 MINUTES 16 SECONDS WEST, 304.39 FEET ALONG SAID EASTERLY RIGHT OF WAY LINE TO THE POINT OF BEGINNING, CONTAINING 3.082 ACRES, MORE OF LESS. I HEREBY CERTIFY THAT THIS LAND SURVEY DOCUMENT WAS PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA. BY: P BRENT BAZAN DATED IOWA PROFESSIONAL LAND SURVEYOR NO. 20045 LICENSE EXPIRIES 12-31-19 000mmunuroo OV \\\\\\��,UPrtuuUutgr` ;,�,;A((\ `_1 BRENTA. _o- BAZAN __ 73 Fr. SI 20045 iio/ ow u������>>�����\``\ FARNSWORTH GROUP, INC. 2709 MCGRAW DRIVE BLOOMINGTON, ILLINOIS 61704 NOTE: THE WORD CERTIFY IS DEFINED AS FOLLOWS FOR THIS PLAT "A DESIGN PROFESSIONAL'S OPINION BASED ON HIS OR HER OBSERVATION OF CONDITIONS, KNOWLEDGE, INFORMATION AND BELIEFS. IT IS EXPRESSLY UNDERSTOOD THAT THE DESIGN PROFESSIONAL'S CERTIFICATION OF A CONDITION'S EXISTENCE RELIEVES NO OTHER PARTY OF ANY RESPONSIBILITY OR OBLIGATION HE OR SHE HAS ACCEPTED BY CONTRACT OR CUSTOM". GENERAL NOTES 1. THIS SURVEY WAS MADE ACCORDING TO IOWA TITLE GUARANTY COMMITMENT NO. C-19C000153, WITH AN EFFECTIVE DATE OF MAY 3, 2019. THEREFORE IF THERE ARE ANY OTHER AGREEMENTS OR EASEMENTS OF RECORD AFFECTING THE PROPERTY WHICH IS THE SUBJECT MATTER OF THIS SURVEY WHICH ARE NOT SHOWN, WE WOULD BE UNAWARE OF SAME AND THUS, THEY WOULD NOT BE SHOWN HEREON. 2. 1 HAVE NOT MADE A SEPARATE SEARCH OF THE RECORDS FOR EASEMENT, ENCUMBRANCES, OWNERSHIP OR TITLE EVIDENCE IN CONJUNCTION WITH THIS SURVEY. 3. THE UTILITIES SHOWN ON THIS PLAT HAVE BEEN LOCATED FROM FIELD OBSERVATIONS. 4. ALL SURFACE AND UNDERGROUND UTILITIES AND IMPROVEMENTS ON OR ADJACENT TO THE SITE ARE NOT NECESSARILY KNOWN. 1 5. THERE ARE NO ABOVE GROUND ENCROACHMENTS AS SHOWN HEREON. 6. THE BASIS FOR BEARINGS AS MEASURED DURING THIS SURVEY IS IOWA STATE PLANE NORTH ZONE 1401, NAD 83. 7. ELEVATIONS BASED ON GPS OBSERVATION RELATIVE TO NAVD 88 DATUM. 8. THE PROPERTY ADDRESS FOR THE PARENT PARCEL AS DESCRIBED IN THE TITLE COMMITMENT IS 5225 DYSART ROAD, WATERLOO, IOWA 50701. THE SUBJECT PROPERTY IS LOCATED ON THE EAST SIDE OF DYSART ROAD, APPROXIMATELY 600 SOUTHEAST OF THE INTERSECTION OF DYSART ROAD AND EAST SHAULIS ROAD. 9. THE PARCEL IS LOCATED WITHIN THE CORPORATE LIMITS OF THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. 10. PRESENTLY, THE SUBJECT PROPERTY HAS ACCESS TO DYSART ROAD, A PUBLICLY DEDICATED ROADWAY. SCHEDULE B SECTION 11 EXCEPTIONS ITEMS 1, 4 -10 ARE NOT SURVEY ITEMS. 2. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. ARE SHOWN ON PLAT, IF ANY ARE KNOWN 3. ANY EASEMENT OR CLAIM OF EASEMENT NOT SHOWN BY THE PUBLIC RECORDS. ARE SHOWN ON PLAT, IF ANY ARE KNOWN 11. CONDEMNATION BY THE CITY OF WATERLOO FOR DYSART ROAD FILED JUNE 4, 1986 IN LAND DEED 549 PAGE 864. CONDEMNATION FILED NOVEMBER 10, 1986 IN LAND DEED 550, PAGE 842 IN THE BLACK HAWK COUNTY, IOWA, RECORDER'S OFFICE. THE AREA INCLUDED IN THIS CONDEMNATION IS LOCATED SOUTH OF THE SUBJECT PARCEL. 12. RIGHTS OF WAY FOR UTILITIES, FENCES, DITCHES, DRAINAGE TILES, FEEDERS AND LATERALS, IF ANY. TO THE EXTENT THESE ITEMS COULD BE OBSERVED, THEY ARE DEPICTED ON THE PLAT. 13. RIGHTS OF THE PUBLIC, THE MUNICIPALITY, THE COUNTY AND THE STATE OF IOWA IN AND TO THAT PART OF THE LAND TAKEN AND USED FOR ROADS AND HIGHWAYS, IF ANY. AS SHOWN ON THE PLAT. 14. RIPARIAN OR WATER RIGHTS INCIDENT TO THE PREMISES, IF ANY. DOES NOT AFFECT PROPERTY END OF SCHEDULE B, PART II ALTA TABLE A NOTES A. ITEM 1: MONUMENTS AS SHOWN ON THIS SURVEY. B. ITEM 2: ADDRESS FOR THE PARENT PARCEL AS DESCRIBED IN THE TITLE COMMITMENT IS 5225 DYSART ROAD, WATERLOO, IOWA 50701. C. ITEM 3: THIS PARCEL IS LOCATED IN THE CITY OF WATERLOO, IOWA AND IS CLASSIFIED AS "ZONE X - "AREA OF MINIMAL FLOODING" WITHIN THE MAPPING LIMITS ON FLOOD HAZARD BOUNDARY MAP PANEL 19013C0308F, WITH AN EFFECTIVE DATE OF JULY 18, 2011. D. ITEM 4: THE GROSS LAND AREA OF THE SUBJECT PARCEL IS 134,239 SQUARE FEET OR 3.082 ACRES, MORE OR LESS. E. ITEM 6(A): ACCORDING TO A SITE INVESTIGATION REPORT PREPARED BY THE OVERLAND GROUP DATED 6/28/2019 AND REVIEW OF THE WATERLOO CITY ZONING ORDINANCE, THE PROPERTY IS CURRENTLY CLASSIFIED AS "R-4 - MULTIPLE FAMILY RESIDENCE", WITH AN INTENDED ZONING USE OF "C-2 - COMMERCIAL". ZONING SETBACKS FOR THE "C-2 - COMMERCIAL" DISTRICT ARE AS FOLLOW: 11. 111. IV. V. FRONT: 20' SIDE: 10' REAR: 35' HEIGHT: 4 STORIES OR 48 FEET PARKING: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA F. ITEM 7 (A): NO EXISTING BUILDINGS ON SUBJECT PROPERTY. THERE ARE SEVERAL BUILDINGS LOCATED ON THE "PARENT PARCEL" (NOT DEPICTED IN THIS SURVEY). G. ITEM 8: SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING FIELD WORK FOR THIS SURVEY ARE SHOWN HEREON. H. ITEM 11: THE UTILITIES SHOWN ON THIS PLAT HAVE BEEN LOCATED FROM FIELD OBSERVATIONS ALL SURFACE AND UNDERGROUND UTILITIES AND IMPROVEMENTS ON OR ADJACENT TO THE SITE ARE NOT NECESSARILY KNOWN. I. ITEM 13: ADJACENT OWNERS ARE AS SHOWN ON THIS SURVEY, AS IDENTIFIED ON THE BLACK HAWK COUNTY ASSESSOR GIS WEBSITE. J. ITEM 16: THERE IS NO EVIDENCE OF EARTH MOVING, OR NEW BUILDING CONSTRUCTION ON PARCEL. Farnsworth GROUP 2709 McGRAW DRIVE BLOOMINGTON, ILLINOIS 61704 (309) 663-8435 / info@f-w.com www.f-w.com Engineers I Architects I Surveyors I Scientists ISSUE: # DATE: DESCRIPTION: PROJECT: Dollar General Waterloo, Iowa DATE: 07/31/2019 DESIGNED: PEB DRAWN: PDM REVIEWED: BAB FIELD BOOK NO.: PON 14/26 SHEET TITLE: ALTA / NSPS LAND TITLE SURVEY SHEET NUMBER: 2 E EXISTING TAX ID NOS. PARCEL: 8812-18-151-006 NW 1/4, SEC 18, T88N, R12W, 5TH PM 1 2 3 4 5 6 7 1 8 9 10 OF 2 PROJECT NO.: 0190002.52 BM #210 ELEV=855.98 \ \ 0 D S00°26116"E 1922.45' \ 4- ® a, NOV813S ,OZ • • \ LIGHTED PYLON SIGN W/ UNDERGROUND ELECTRIC • • \ • STORM WATER DETENTION AREA, SEE SHEET C2. GREEN AREA BM #11 ELEV859.75 EDGE OF PAVING • GREEN -9, AREA 4' CONCRETE SIDEWALK 24" X 48" TRUNCATED DOME DETECTABLE WARNING, SEE SHEET C5.1 ‘\ -14 • • WHEELSTOPS\ • • LEFT LANE ENDS SIGN (2)4'P VC INV=855.03 • 1- \ CONCRETE CURB 4" PAINTED •� YELLOW STRIPE AT EDGE OF �\ SIDEWALK PROPOSED DOLLAR GENERAL STORE 70' x 130' 9100 SF Prototype F With Vestibule CONCRETE UNLOADING PAD BOLLARDS, TYP. 20' SETBACK CONCRETE DUMPSTER PAD W/ WOOD FENCE ENCLOSURE \\ GREEN AREA N89°53'07"W 522.87' \ • \ \ • • No0 \Tot \ • • • \\ 30' 0' 30' 60' SCALE : 1 /A/CH = 30 FEET • • • • • • (2)4'PVC INV=861.65 \ ST \ • LEGEND SET • 0 —Q— ❑r OE ut ut G ST a BENCHMARKS: SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 GE\EAL \OTES 1. THE CONSTRUCTION COVERED BY THESE PLANS SHALL CONFORM TO ALL CURRENT APPLICABLE STANDARDS AND SPECIFICATIONS OF THE PUBLIC GENERAL NOTES WORKS DEPARTMENT OF THE CITY OF WATERLOO, IOWA, UNLESS OTHERWISE NOTED. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE CITY OF WATERLOO, IOWA. 3. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL NOTIFY ALL THOSE COMPANIES WHICH HAVE FACILITIES IN THE NEAR VICINITY OF THE CONSTRUCTION TO BE PERFORMED. 4. THE CONTRACTOR MAY UTILIZE THE FOLLOWING TOLL FREE PHONE NUMBER PROVIDED BY ONE CALL SYSTEM, INC.: 1—(800)-292-8989. THIS PHONE NUMBER IS APPLICABLE ANYWHERE WITHIN THE STATE OF IOWA. 5. ALL DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL UNDER NO CIRCUMSTANCES CLEAR OR DAMAGE ANY TREES OUTSIDE THE CLEARING LIMIT LINE SET BY THE CITY WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER OR PROPERTY OWNER. 7. CLEARING AND GRUBBING OPERATIONS AND DISPOSAL OF ALL DEBRIS THEREFROM SHALL BE PERFORMED BY THE CONTRACTOR IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. 8. THE CONTRACTOR SHALL KEEP THE STREETS CLEAN OF MUD AND DEBRIS. 9. THE CONTRACTOR SHALL PLACE MIN. 4" TOPSOIL AND SEED & MULCH ALL DISTURBED AREAS AT THE DIRECTION OF THE CITY ENGINEER. \SET IOWA= ONE CALLS. 1-800-292-8989 www.iowaonecall.com �TILITY 3ISCLAIVE Know wears below_ Call l,eloreyou Mg. EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE PERFORMED HEREIN ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN THE PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED SEAL: .......II I �ESSIOI�/�% Q . U$SELL 7 :m� ,,/IOWA \\\ I gq ill tit \‘`\a l HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT l AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. (w•.4s eV( / .20(9 (SIGNATURE) (DATE) RUSSELL W. DOSS LICENSE NO. 20087 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2019 PAGES OR SHEETS COVERED BY THIS SEAL: Cl THRU C5 J t DESCRIPTION w 0 0 z J < Q L.L W O z W 0 L.L Q w J 1— _1 < O� 0 SITE PLAN SHEET Cl Page 452 of 464 BM #210 ELEV=855.98 (105 S00°26'16"E 1922.45' \ \ \ \ \ \ \ \ \ ` \\ \\ P \\\\\` G \\ \\ \ i \\�\ \ \\ \\\\\ \\ \ H \ \ \, \\ \\ \\ \ \ \_\ \ `\ \\ \ \ \ \ \\ \ \ 1\ \ \ \\ \\\ \\\I \\\ \\\ \ \ \\ \ \\\ I\ \\\ \\ \\\\ \I\\ \\\ \ \ \ \\ \ \ \ \ \ \ \ —\\\ \ \\i\ \\I \\ \\ \ it \\ \ \ \ \\ \ 1 I \ \\\ \\ \® I I 1 \ \ \\ \1 I N \ \ \ \ \ \ \ I I 1 \ \ \ I \\ \ \ \ N N 50' xN \ \ \ \.� \\ `\ \\ `\ \\N� \ \ \\ \\ \ \ /-856� N `\ N\ `� `\ \ `\ \\ \ N \ \ �\ \ \\ \ \ \ � \\N `N `N `'� \ ` \ \\ \ \ \ NN \\`� \�Nii \\ \ \ \\ `\ ,— • N\ N\ \ \ \ \ \ N\� ` \\ \\ \ \ N� NN N \\ \ \\ \\\ \\ N N N \• \• \ \ • \ N N N \ NNNN • \ • 75 L.F., 24" RCP @ 1.73% SLOPE U.S. FL = 858.80 D.S. FL = 857.50 (13 Fa SET I 7 \ • • RIPRAP ERO"SION PROTECTION, 6�12" ROCK, 12" DEPTH\ BM #11 ELEV859.75 O 1 -41 IN, --$CZ SET 28 L.P., 24"RCP @ 1.079`8-LOPE U.S. FL = 859.30 D.S. FL = 859.00 • 51 • • \ \ DETENTION OUTFALL\ SEE DETAIL ON SHEET G5.1 DETENTION AREA TOP BERM = 858.00 OUTLET = 856.00 \ \ 7 \ 7\\ \\ \ \ LEFT LANE ENDS SIGN \ `\ \ \ \` \ \ST 7 (2)4 P vc INV=855.03 • N. PRQFSOSED DOJJAR GENERAL STORE 7 • • • IROF DRAIN 0.65cy. SLOPE 77 NNNNNNN • • • • • 60' BENCHMARKS: BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 • N. LEGEND SET • OE OE SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE SITE PLAN GENERAL NOTES: 1. STANDARD PARKING SPACES SHALL HAVE MINIMUM SIZE OF 9'X 20' UNLESS LOCAL JURISDICTION REQUIRE LARGER SPACES. PARKING SPACE STRIPING SHALL BE STANDARD 90 DEGREE STYLE. MINIMUM SIZE OF H.C. PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS. 2. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALT PAVEMENT AND CONCRETE PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE PARKING SPACE STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OF THE AUTHORITY HAVING JURSIDICTION. BOLLARDS SHALL BE PAINTED YELLOW. PAINT SHALL BE REFLECTIVE TYPE. 3. PAINTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JURISDICTIONAL REQUIREMENTS. 4. CONCRETE PARKING STOPS SHALL BE USED AT PARKING SPACES ALONG THE OUTER PERIMETER OF PARKING LOT WHEN CONCRETE CURBS ARE NOT USED. 5. CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING OR ALONG THE PERIMETER (ADJACENT) TO THE BUILDING. 6. THE SIDEWALK AT THE FRONT OF THE BUILDING SHALL BE A MINIMUM OF 9—FEET WIDE. THE SIDEWALK SHALL INCLUDE A 10—FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAIN ENTRANCE. SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM 3'-6" WIDE. SIDEWALKS ADJACENT TO BUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH. 7. PORTLAND CEMENT SIDEWALKS SHALL BE MINIMUM 4" THICK WITH WELDED WIRE FABRIC REINFORCING. 8. SIDEWALKS ADJOINING THE BUILDING MUST HAVE A 6" HIGH INTEGRAL CURB. 9. SLOPE CONCRETE SIDEWALKS AWAY FROM BUILDING AT A MINIMUM SLOPE OF 1/8" PER FOOT. INCLUDING RECESSED ENTRY. 10. THE ACTUAL LOCATION FOR THE PYLON SIGN SHALL BE SITUATED FOR OPTIMUM VISIBILITY ALONG THE MAIN FRONT TRAFFIC CORRIDOR. 11. BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTECTED. ABOVE GROUND UTILITY APPURTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS, ETC. SHALL BE BOLLARD PROTECTED. 12. DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. ROUTE DOWNSPOUTS UNDER SIDEWALKS AT ALL SIDEWALK LOCATIONS. 13. ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIMUM FIVE FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 12 INCH X 24 INCH CONCRETE SPLASH BLOCK. 14. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100 YEAR FLOOD PLAIN. 15. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL nN—PAVED AREAS. ,,,,\\\:\\\:\,\\-\\,\\\\\\\\\\6:\s iii7T • IOWA, ONE CALL 1-800-292-8989 Know whal's Call home you dim DISCLAI EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE PERFORMED HEREIN ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN THE PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED o co >- 0 DESCRIPTION LLJ 6 U SELL LCD CD EE) cp lE CD 00 GRADING PLAN 0 SHEET C2 Page 453 of 464 BM #210 ELEV=855.98, / // L' I SILT FENCE AT PROPEL TY BOUN[ ARY S00°26116"E 1922.45' I� I I / / / / / / MIN. 30' X 60' CONST. ENTRANCE 6" STONE N� ,�x ��\ �\ \ \ ' \\ N\ N N \ \ \\ \� �N\ x\ \\ \\ \\ Nx '� N. \ \ \ \\ rx x N \ \ \ \\\ N. N. \ \ \ \ \\ z� \ \ N. \\ \N. \\ \\\ \ ` \ \ \ ��\ \ N. \\ \\ \ \\ \ \\\\ \ �\ \\\ \\ \\ \--' \\ \\ \ \ \ \\\ \\ \\\� \ \N \\ \ \ NN N\ \\ \ \ \ \ N \ \N NN \ \. \ \ 50' I Fa N SET 7.0 RIPRAP EROSION PROTECTION, rap. SET SWPPP MAILBOX PORTABLE RESTROOM \ PROJECT STAGING AREA LEFT LANE ENDS SIGN N N N N \x : \\ \ \ \\\\\\ \\\\\\\\\ \\\\\\\\\\\\\\ \\\ \ 1 \ \\\ \ \ \ \ N N N N SEED AND'MULCH \N --'- : \ \\ ' \\\\ , \ SOD HATCHED AREA. SEED AND MULCH REMAINDER DOLVA GENERAL yr 7 25 SETBACK -57 60' BENCHMARKS: BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 SILT FENCE AT PROPERTY BOUNDARY NI:NN\N\\N\\\\\\\\\ \\\\\'\\\\:\ \\:\:\\\\ N \\\\\:\\\\\::::\\:\\\\‘\\\\\\\\\\\\\\2\\\\\ \ 2, \:‘ :X NN, \ \\ \ \ \ \\\\ \ \ \\\ \ \ \ \ \\\ \ \ N. x \ • x \\\\ \\:\ \SI\ \\\\ \\\\\ \ N N N N N N N N N N2 \ 1\ \\\ \ \\\\ \\ \\ \\\ N N. N DITCH CHECKS OR N N N N N\\\\\ N N N LEGEND SET • OE SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION SITE PLAN GENERAL NOTES: GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE 1. STANDARD PARKING SPACES SHALL HAVE MINIMUM SIZE OF 9'X 20' UNLESS LOCAL JURISDICTION REQUIRE LARGER SPACES. PARKING SPACE STRIPING SHALL BE STANDARD 90 DEGREE STYLE. MINIMUM SIZE OF H.C. PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS. 2. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALT PAVEMENT AND CONCRETE PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE PARKING SPACE STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OF THE AUTHORITY HAVING JURSIDICTION. BOLLARDS SHALL BE PAINTED YELLOW. PAINT SHALL BE REFLECTIVE TYPE. 3. PAINTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JURISDICTIONAL REQUIREMENTS. 4. 5. 6. CONCRETE PARKING STOPS SHALL BE USED AT PARKING PARKING LOT WHEN CONCRETE CURBS ARE NOT USED. CONCRETE PARKING STOPS SHALL NOT BE USED AT THE PERIMETER (ADJACENT) TO THE BUILDING. SPACES ALONG THE OUTER PERIMETER OF FRONT OF THE BUILDING OR ALONG THE THE SIDEWALK AT THE FRONT OF THE BUILDING SHALL BE A MINIMUM OF 9-FEET WIDE. THE SIDEWALK SHALL INCLUDE A 10-FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAIN ENTRANCE. SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM 3'-6" WIDE. SIDEWALKS ADJACENT TO BUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH. 7. PORTLAND CEMENT SIDEWALKS SHALL BE MINIMUM 4" THICK WITH WELDED WIRE FABRIC REINFORCING. 8. SIDEWALKS ADJOINING THE BUILDING MUST HAVE A 6" HIGH INTEGRAL CURB. 9. SLOPE CONCRETE SIDEWALKS AWAY FROM BUILDING AT A MINIMUM SLOPE OF 1/8" PER FOOT. INCLUDING RECESSED ENTRY. 10. THE ACTUAL LOCATION FOR THE PYLON SIGN SHALL BE SITUATED FOR OPTIMUM VISIBILITY ALONG THE MAIN FRONT TRAFFIC CORRIDOR. 11. BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTECTED. ABOVE GROUND UTILITY APPURTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS, ETC. SHALL BE BOLLARD PROTECTED. 12. DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. ROUTE DOWNSPOUTS UNDER SIDEWALKS AT ALL SIDEWALK LOCATIONS. 13. ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIMUM FIVE FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 12 INCH X 24 INCH CONCRETE SPLASH BLOCK. 14. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100 YEAR FLOOD PLAIN. 15. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL nN-PAVED AREAS. BIO-ROLL TOPSOIL STOCKPILE IOWA, ONE CALL 1-800-292-8989 Know whal's Call ilelore you dim DISCLAI VE EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE PERFORMED HEREIN ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN THE PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED 0 CC a >- 0 DESCRIPTION LLJ U SELL 7 LCD Cr) LO • CN 00 0 LIJ 0 SHEET C3.0 d Page 454 of 464 1- 4- y 1- 1- NOTES: 1. THE MININIMUM LONGITUDINAL SPLICE OVERLAP SHALL BE 2' WITH A POST AT EACH END. 2. SECURE FABRIC TO POSTS. POSTS, 4' LONG (MIN.) © 5' 0.C. (MAX.) ENGINEERING FABRIC FLOW MOO/ „X„ "Y" = 6" MIN. "X" + "Y" = 12" MIN. WOOD STAKE, SEE DETAIL 4" MIN. WIDTH TRENCH AND COMPACTED BACKFILL SILT FE\CE DETAIL A A A y A A A 4, • ‘I, ' W W 4, 4, 4, v, 4, J, 4, ye ye ye A, ye ye ye ye ye ye ye ye ye 4, y J- J' ye ye ye ye ye ye ye ye ye ye NOT TO SCALE A y y A A A y WOOD STAKE, SEE DETAIL y J/ A 4 4, ,Y y 4' 4, y y J/ y J/ y Ne Ye Ye Ye Ye Ye Ye Ne Ye Ye Ye • '1 Ye Ye Ye Ye Ne Ne Ye Ye .I, J, si, .i Y Ye Ye Ye Ye sie Ye Ye Ye W W W `Y W v v v \ v v, 4, y 4, 4, 4, y y 4, y Ye \y 4, W 4, 4, 4, W ye ye ye ye ye ye ye ye Jr W W 4' 4, J, 4, 4, W W 4, W W W W 4, 4, 4, J/ 4, W\ W W W v, 4, v, 4, 4, \ 4, v v v` v- W W `Y W Jr W W W Y, Jr W W 4, y y y y y y y 4, y y y y y 4, W J/ v, J/ Jr Jr W i ••i••i i iltit Si, Si, y y y y d ....................... 'V!4;r;;r,, y y y y 4, 4, 4, 44i i! .ram Ye y Ye 4, 4, 4,y W y 4, y y y 4, y 4, 4, 4, 4, 4, 4, 4, y y y Ye 4' W y y yW y y NV NV NV NV 4,\NV NV J' J' `+c * •\ W W y 4, 4, y y '4 y 4, y 4, y A y �;rrr•i rr•r••r, `Y y `Y ye ye ye ye .1, .1, ye ye ye ye .1, ye NV NI, NV NV W J J• 4, W. W Ye Y J A y y A J A y A A '4 A A A A A y A A A A A A A A A A A A A A A A A A A A A y A A A A A A A A A A ye ye ye y, 4 Ye \ ye ye ye ye ye ye ye ye ye ye ye ye y, y, ye ye ye ye ye ye ye ye ye ye ye ye ye ye y A y y A Ye Ye Ye Ye Ye W v4 Ye Ye W W W W W W Jr Jr J v- J W y 4' 4- SEEDING AND MULCHING SPECIFICATIONS ALL DISTURBED AREAS MUST BE REVEGETATED BEFORE TEMPORARY SEDIMENT CONTROLS CAN BE REMOVED. 1. GOVERNING SPECIFICATIONS ALL SEEDING, MUCHING, FERTILIZING, AND MAINTENANCE SHALL BE IN ACCORDANCE WITH SECTION 9010 OF THE SUDAS STANDARD SPECIFICATIONS 2. TOPSOIL SEEDBED SHALL BE PREPARED LOOSENING TOPSOIL A MINIMUM OF 6 INCHES. 3. FERTILIZER FERTILIZER SHALL BE 13-13-13 (N-P-K) COMMERCIAL GRADE APPLIED AT A RATE OF 200 LBS PER ACRE. 4. SEEDING SEED MIX SHALL BE TYPE 1 AS SPECIFIED IN THE SUDAS STANDARD SPECIFICATIONS. SEED SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. 5. MULCHING MULCHING SHALL BE APPLIED AT THE RATE OF 1.5 TONS PER ACRE. 4- ye ye ye ye ye ye Jr ye ye ye ye ye ye ye ye y, ye ye ye ye ye ye ye ye ye ye ye ye ye y, ye ye y ye ye ye ye ye ye ye ye y, ye ye 4, A A A y\ A A A A '4 A A A A A y y A y A A y A y y A A STRAW WATTLES 310-BOLL/WATTLE NOT TO SCALE cI DETAIL STRAW WATTLE TRENCH -.9411 TW -mow WOOD STAKE I SLOPE SURFACE EXISTING PAVED ROADWAY SEDIMENT BARRIER MATCH EXISTING GRADE STRAW WATTLE WOOD STAKE NINE MEM MINEM MEM MI MN I a • 1p 19 2 il iiimillik iiiiEur _•••_••F CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC ORIGINAL GRADE SECTION SEDIMENT TRAPPING DEVICE (OPTIONAL) CORRUGATED STEEL PANEL (OPTIONAL) AS REQUIRE ANTICIPATEE IS GREATER B 50' MIN PLAN WOOD STAKE AlilL*04,11,1‘.•••••:91 Imdiliiirgill lir INE El II i NOT TO SCALE D TO TE 0 >- 0 0 DESCRIPTION LLJ U SELL CD 07 LCD 0 00 0 SHEET C3.1 d Page 455 of 464 BM #210 ELEV=855.98 S00°26'16"E 1922.45' 50' BM #11 ELEV859.75 \ \\ lot LEFT LANE ENDS SIGN (2)4'P vc INV=855.03 20' SETBACK 30' _ 0' 30' SCALE : 1 /NCH = 30 FEET N89°53'07"W 522.87' \ \ \ 60' BENCHMARKS: BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 • • LEGEND OE OE tar tar 6-7_ G ST a SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE LANDSCAPE NOTES: 1. ALL PLANTING BEDS SHALL HAVE A MINIMUM 3" DEPTH OF MULCH, WITH EDGING AS REQUIRED. 2. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING AROUND THEM WITH EDGING. 3. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE PLANTINGS. 4. MAXIMUM GRADING SHALL NOT EXCEED 4:1. 5. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONAL APPROPRIATE LANDSCAPING. IRRIGATION NOTES: 1. IRRIGATION SYSTEM FOR SODDED AND LANDSCAPED AREAS IS NOT SHOWN BUT SHALL BE DESIGNED AND INSTALLED BY CONTRACTOR. 2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. 3. LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT / CURB. LANDSCAPING SYMBOL LEGEND 2" 0 VERSTOR Y TREE 1-1/2" UNDERSTORY TREES 5 GALLON SHRUBS' (2)4'PVC INV=861.65 • • \ \\SET LANDSCAPING CALCULATIONS: TOTAL SITE AREA = 134,239 S.F. VEHICULAR USE AREA = 19,497 S.F. BUILDING & SIDEWALK AREA = 11,040 S.F. STREET FRONTAGE = 1,245 L.F. OPEN AREA = 103,702 S.F. OPEN AREA = 103,702 S.F. / 134,239 S.F. = 77.3% TOTAL REQUIRED POINTS = .04 * 134,239 = 5,370 POINTS - MINIMUM POINTS FROM TREES = .65 * 5,370 = 3,491 POINTS REQUIRED VEHICULAR USE AREA = 19,497 * 5% = 975 S.F. (1,121 S.F. PROVIDED) - VEHICULAR USE AREA POINTS = .04 * 19,497 = 780 POINTS REQUIRED FRONTAGE POINTS = 1,245 * 1.5 = 1,868 POINTS 30 OVERSTORY TREES = 30 * 80 = 2,400 POINTS 40 UNDERSTORY TREES = 40 * 40 = 1,600 POINTS 195 SHRUBS = 10 * 195 = 1,950 POINTS TOTAL POINTS = 2,400 + 1,600 + 1,950 = 5,950 POINTS > 5,370 REQUIRED IOWA= ONE CALL 1-800-292-8989 www.iowaonecall.com �TIEITY DISCLAI VE Knuw wi,:,rs below. Call 4eWre you EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE PERFORMED HEREIN ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN THE PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED J t DESCRIPTION w 0 0 z U$SELL 7 • i�- '� IowP 1II tit ll,JII�0\41 J < Q L.L W 0 Z Wp 0 J F- J O� 0 LANDSCAPING PLAN SHEET C4.0 Page 456 of 464 EXISTING UNDISTURBED SOIL LAWN EXCAVATE UNIFORM EDGE WITH SHARP TOOL MINIMUM DEPTH OF SHREDDED —HARDWOOD MULCH IN PLANTING BED IIIli= III1 i EARTHEN EDGI\G DETAIL NO SCALE PLA\ VIEW 1-3/4" X 1-3/4" STAKES, 30" OR MORE IN LENGTH, WITH 2—#14 GALVANIZED WIRES ENCASED IN 2—PLY MIN. 1 /2" DIA. RUBBER HOSE. REFER TO SPECS FOR REMOVAL. SET TREE 1 /8 DEPTH OF BALL HIGHER THAN ADJACENT GRADE 3" HIGH SAUCER, 8" TO 12" WIDE. NOT TO EXCEED 3:1 SLOPE T'EE PEA\TI\G ON SLOPE DRAIN TRENCH PRUNE ALL DAMAGED, DISEASED OR WEAK BRANCHES. MULCH 6' DIAMETER AREA (OR WITH SAD ON TO MINIMUM 3" DEPTH REMOVE TOP 1 /3 OF BURLAP. TOPSOIL MIXTURE: 2/3 EXISTING SOIL 1 /3 MoPOST OR SOIL MIXTURE (REFER TO SPECS) TREE DETAIL- LESS THAN 3 1 /2" CALIPER NO SCALE ORIGINAL GRADE OF PLANT IN POT TO BE THE SAME AS FINISHED GRADE. 3" HIGH SAUCER/ 8"-12" WIDE. CLEANLY PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. CUT SLITS IN ORGANIC CONTAINER TO FACILITATE ROOT PENETRATION; IF NON —ORGANIC, REMOVE COMPLETELY SHRUB DETAIL NO SCALE 3" DEPTH OF SHREDDED HARDWOOD MULCH UNDISTURBED SOIL TOPSOIL MIXTURE: 2/3 EXISTING TOPSOIL 1 /3 MoPOST OR SOIL MIXTURE (REFER TO SPECS) PLANS) t 0 OrCC a a 0 0� g„ oo� co 0 >- m DESCRIPTION w 0 0 z `` `'ftF ESSIO U$SELL 7 • 1(1- /oWA 4 '''liiiiil�`�Q11II LANDSCAPING DETAILS SHEET C4.1 Page 457 of 464 t • i STANDARD STATE APPROVED HANDICAPPED SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. PROVIDE ADDITIONAL SIGNAGE BELOW THE HANDICAPPED SIGN AS REQUIRED PER REGULATIONS. BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD, PAINTED YELLOW tiCONCRETE SURROUND AROUND PIPE COLUMN 11 0 N 1'-6" MIN. BOLLARD DETAIL STRIPING NOTES NOT TO SCALE YELLOW STRIPING 1:12 MAXIMUM SLOPE SIDE ENTRY DETAIL NOT TO SCALE YELLOW CURBING SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES AND BOLLARDS FREE OF HEAVY RUST 2 COATS SHERWIN WILLIAMS - KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY YELLOW B55Y300 STRIPING - SURFACES SHOULD BE CLEAN, DRY. TOP COAT PARKING LOT SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING PAINT YELLOW TM5495 HANDICAP STRIPING - PARKING LOT SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING PAINT "H.C." BLUE II• T111aII- 111 ° _ ; 11 -1 1111110 11� 11 11 a " JA=11F1hII 1Iif111 TIMM MI' 1 E111=1' 4" x 6" GUTTER DOWNSPOUT 6" SIDEWALK CURB (TYP) 2"-4" SPACING 4x4 FRONT 1X6 TOP VIEW 8'-0" MAX. POST SPACING 4x4 1X6 2x4 -. 2X4 11111 11II I1� 111 I1� HE II II a° MAX -IIIII I111111I II I1� 111 II f.' Hi H i 1=1 11 1 I 1 111=1 I SPACING =11=1 11=1 I I 111 I1 111 111 11 11 I I�I I II 11-T-1 I IIII-1 I II II 11= -1 1=1 11-I 1 iIIII I1 - IT III �-111-1 .I 1I 1= �11 MI11-1' 111=P. 1=III 111 1E111 111E11- A I = 1111=11 1E111 -111- FRONT VIEW 4x4 1X6 2x4 TREATED PINE (USE GALVANIZED NAILS FOR FASTENING) IF ANY PARCEL OF LAND ADJACENT TO THE DEMISED PREMISES IS EITHER ZONED FOR RESIDENTIAL USE OR IS ACTUALLY BEING USED FOR RESIDENTIAL PURPOSES ("RESIDENTIAL PROPERTY"), LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE PLANS AND ANY APPLICABLE ORNAMENTAL REQUIREMENTS ALONG ANY PORTION OF THE DEMISED PREMISES BORDERING UPON SUCH RESIDENTIAL PROPERTY. NOTE: NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS. REAR VIEW WOOD FENCE DETAIL NOT TO SCALE STEEL PLATE, DIAMOND PLATE � ,r GUTTER DOWNSPOUT DETAIL SIDEWALK NOT TO SCALE rilio�o0oAo�o�oAo�o0 IMOJOJOJOJOJOJAMP 6" 4000 PSI CONCRETE PAVEMENT (7" AT DUMPSTER PAD) REFER TO GEOTECHNICAL REPORT FOR DETAILED PAVEMENT SPECIFICATIONS COMPACTED AGGREGATE BASE COMPACTED SUB GRADE CONCRETE PAVEMENT SECTION NOT TO SCALE STANDARD PARKING SPACE STRIPING l ) cS/Q_'<>F BOLLARD 1:12 MAX WITH H.C. SLOPE PARKING SIGN 6" CURB HEIGHT H.C. BLUE PARKING SPACE STRIPE ACCESS AISLE 0 STANDARD PARKING SPACE STRIPING HANDICAP ACCESS NOT TO SCALE 6" HIGH CURB BOLLARD WITH H.C. PARKING SIGN SLOPE CONCRETE SIDEWALK AWAY FROM BUILDING 1/8" PER FOOT DESCRIPTION W 0 0 z . /0WP ,.\\ i !a LCD SHEET C5.0 d Page 458 of 464 TOP OF CURB GRADE CONTROL 6 1/4" FOR SPILL GUTTER (SPILL GUTTERS WHERE PAVEMENT SLOPES AWAY FROM CURB) CONTRACTION JOINTS @ 20' INTERVALS 3/4" EXPANSION JOINTS @ ALL POINTS OF BEGINNING CURVATURE AND TANGENCY CONCRETE CURB & GUTTER DETAIL NOT TO SCALE 1-3/8" HOLES AT 120° AROUND PIPE (9—HOLES REQ'D) 6" SCH. 40 PVC PIPE �<) OOUUO°O°U°U°O°O°U°U°O°O°U0 0 0 0C, 00000000000000000000000000000o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QQ°0°0°0°0°0°0°0°0°0°0°0°0°0° 000000000000000000000000 ��°0°0°0°0°0°0°0°0°0°0° .4724-cik-2000000O0O0000000c °°ow o°o°o°c 000000s • c c TOP OF BERM ELEV. 858.00 /y 20 L.F., 12" HDPE PIPE @ 1.0% SLOPE —\\ ///////// 6" THREADED PVC CAP TOP ELEV = 857.50 " SCH. 40 PVC PIPE 00000< 000000< @� o 0°0000< < 0 000000< 0_ •°°o< II - o •00< N CCi 2"-3" CRUSHED STONE >o >00000 0000000 ,°°°°o ELEV. 856.00 > 6" PVC ELBOW PERFORATED RISER DETAIL TOP OF SPILLWAY ELEV. 857.50 4 —I1 INV. EL. 855.70 #4 BARS @ 9" E.W. NOT TO SCALE #8 SMOOTH BARS @ 6" 0.C. EACH WAY 4'x4' 0.D. PRECAST CONCRETE BOX PERFORATED RISER SEE DETAIL " SCH. 40 PVC CAST —IN —PLACE SLAB OUTFALL STRUCTURE DETAIL NOT TO SCALE FLOOR OF DETENTION ELEV. 856.00 2.35" O 0 0 O 0 0 0 O 0 0 0 o . o o. o NOTE: DETECTABLE WARNING SHALL CONSIST OF OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9", A HEIGHT OF NOMINAL 0.2", AND A CENTER —TO —CENTER SPACING OF NOMINAL 2.35". AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES AND SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. TRUNCATED DOME DETAIL 4' NOT TO SCALE 48' da a ° 'd n a da CONTRACTION JOINTS SHALL BE PLACED EVERY 4' FILL ALL DISTURBED AREAS WITH MINIMUM 4" LIGHTLY COMPACTED TOPSOIL WITH SEED AND MULCH SIDEWALK SHALL BE CONSTRUCTED WITH 2% MAXIMUM CROSS SLOPE. NOTES: a. -i A A EXPANSION JOINTS ARE TO BE SET EVERY 48'(MAX.) WITH 2" EXPANSION MATERIAL AND BE FLUSH WITH THE TOP OF THE WALK. EXPANSION MATERIAL SHALL BE SAME DEPTH AS SIDEWALK. 4'-0" SECTION A —A 1. 4000 PSI CONCRETE MIX SHALL BE USED ON ALL SIDEWALK. 4" MINIMUM CONCRETE SIDEWALK 4" MINIMUM AGGREGATE BASE 2. ALL CONSTRUCTION SHALL CONFORM TO SUDAS SPECIFICATIONS AND ADA REQUIREMENTS. SIDEWALK DETAIL NOT TO SCALE t 0 CCN� a 0 0� a„ oo� co >- 0 >- co DESCRIPTION w 0 0 z //i„ IOWP ,o` (R U J J Z w w Z 0 Z w 00 J_ E— w 0 SHEET C5.1 Page 459 of 464 POPOSED DOLLAR GENERAL STORE i • /• 7 7 7 / / / V 20' SETBACK i \\ �� \\\\\ �< \ \ \\ \\ \ N \ \ \ \ M \\\ \ N\ \\\\\\\ GRAVITY SANITARY N \ SEWER SERVICE, SEE SHEET SU1. GRIN6ER PUMP PER SCHEDULE ON SHEET P3. ,N89°53'07"W 522.87' 00 i / IFN8812-18-151-006 / OWNER: JOHN D. BRUSTKERN— / 7 7 i INSTALL CONC. BENCH IN BOTTOM OF MANHOLE AS SHOWN TO EXISTING SEWER OUTLET 4" BEDDING PRECAST RUBBER BOOT PER ASTM C923 CONCRETE SHALL BE MINIMUM OF 4000 PSI @28 DAYS FILLED UNDER PIPE TO UNDISTURBED GROUND. CONCRETE TO EXTEND TO FIRST JOINT IN NORMAL WIDTH OF TRENCH. -867— SECTION A - A NOTES: 1. DROP CONNECTIONS ARE NOT ALLOWED. \\\\\ \ \\ \\ \ \ \\ NO CONNECTIONS ALLOWED —N TOP BENCH SHALL BE 2" ABOVE SPRINGLINE OR PIPE n CONCRETE COLLAR /`1 2-45° BENDS FLOW PROPOSED FORCED MAIN N \ \ \) \\\\ PLAN VIEW MANHOLE CONNECTION DETAIL NOT TO SCALE \ \ \ \\ \ \ �\\\ \\ \ ST\\ \ () ' VC \ \ �� �\ INV=86 \65 \ \ \ \ \ \\ N\ \\ \\\\\ \ N\N \\ \ \\ \\\\\�\ N\ \ \ \\\\\\\ \ N \ \ \ \\\ \ \ \ N \ \ \\\ \\ \\ \ \\ \\ OUTLET PIPE \r \ \ SET \ QQJ�\-\� \ \ 7 co \ \ 05�� \ OQ ,� \ CENTELINE OF FORCE MAIN PIPING NOT ALLOWED IN EITHER QUADRANT ADJOINING THE MANHOLE OUTLET A FORCEMAIN DISCHARGE \ N \ \\ \\\ \ \ \ \ �\ \ \ \\\\\\\ \\ \ \\\\\�\ N \ \\ \ \ \ \ \\\ \\ \ \ 7 N. ±758 L.F., 2" PVC FORCEMAIN. ASTM D2241, DR21, 200 PSI. MINIMUM DEPTH 42". \ \ \ \ \\\ \\\ \ \\ \ \\\\\ \\ \ \ \ \\ \\\\ \ \\\\ \\ \\ \ \\\\\\ \\ \ \ \ \\\\ \ \ \ \\\\ \ \ \ \\ \ 30' _ 0' 30' SCALE : 1 /NCH = 30 FEET 60' CONNECT 2" FORCEMAIN TO EXISTING MANHOLE. SEE DETAIL FOR CONNECTION. SET • 0 0 _0- 0 OE UT LEGEND 627 BENCHMARKS: G G ST 0 SET MONUMENT IRON ROD CAPPED L.S. 20045 ALUMINUM DISK UTILITY POLE GUY WIRE SIGN TELEPHONE PEDESTAL OVERHEAD UTILITY LINE UNDERGROUND TELEPHONE LINE GROUND CONTOUR WITH ELEVATION GAS MARKER GAS MAIN STORM SEWER MARKER DECIDUOUS TREE WITH SIZE BM #210: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 35' WEST OF NW CORNER OF PROPERTY ELEV=855.98 BM #211: FIRE HYDRANT TOP OF OPERATING NUT APPROXIMATELY 145' NORTH OF SW CORNER OF PROPERTY ELEV=859.75 ,TILITY \OTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF WATERLOO, IOWA, UNLESS OTHERWISE NOTED. 2. SANITARY SEWER SERVICE LATERALS SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINE. THE DISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. 3. SANITARY SEWER SERVICE LATERALS CROSSING WATER LINE SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE LATERAL. THE CROSSING SHALL BE ARRANGED SO THAT THE LATERAL JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER LINE JOINTS. JTILITY DISCLAIVE� EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES IN THE VICINITY OF THE WORK TO BE PERFORMED HEREIN ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN THE PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF SUCH INFORMATION AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED IOWA. ONE CALLSM 1-800-292-8989 www.iowaonecall.com Know IllI 11010W. Call uet"re you am 1 J t 0 OE a Q o� 00 co >- 0 DESCRIPTION w 0 0 z Cr) LO w� w z wlE O DO OFFSITE SEWER PLAN SHEET C6 Page 460 of 464 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291,4366 I. APPLICATION INFORMATION: a. Applicant's name (please print): DGOGWaterlooia062619 LLC Address: 1598 Imperial Center Phone: 417--256-4790 Fax: 417-256-8152 City: West Plains State: Missouri Zip: 65775 b. Status of applicant: (a) Owner (b) Other x (CHECK ONE): If other explain: contract buyer c. Property owner's name if different than above (please print): John Brustkern Address: 5225 Dysart Road Phone: 3Iq-26t--trigra Fax: City: Waterloo State: Iowa Zip: 50701 2. PROPERTY INFORMATION: a. General location of property to be rezoned: Between Route 218 and Dysart Road south of Shaulis Road. b. Legal description of property to be rezoned: see attached survey c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): d. Area of Proposed Zoning Boundary (Excluding Right of Way): 3.082 acres e. Current zoning: R4 Requested zoning: C-P f. Reason(s) for rezoning and proposed use(s) of property: development of a Dollar General retail store 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 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 the Waterloo Planning, Programming, and Zoning Commission and the Council in making their decision. The undersigned authorize City Zoning Officials to enter the request. Signature o plicant x HMI ature of Owner Date Page 461 of 464 CITY OF WATERLOO Council Communication Motion approving Change Order No. 1 to Henkel Construction Company of Mason City, Iowa, for a net increase of $44,013, in conjunction with the Five Sullivan Brothers Kitchen Improvements Project, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 4/6/2020 Prepared: 3/23/2020 REVIEWERS: Department Reviewer Action Date Building Department Ahlhelm, Greg Approved 4/1/2020 - 10:11 AM Clerk Office Higby, Nancy Approved 4/1/2020 - 10:18 AM ATTACHMENTS: Description Type ❑ Henkel Construction Change Order No. 1 Cover Memo Submitted by: Submitted By: Noel Anderson, Community Planning and Development Director Recommended Action: Approval Summary Statement: Rock excavation, haul off spoils and backfill with sand. Page 462 of 464 1111111 Construction Company Staging Trust for Over a Centuo:_ai Masan City, IA Ames,/A Henkel Construction Company 208 East State Street Mason City, Iowa 50401-3406 Phone: (641) 423-5674 Fax: (641) 423-9244 PCO #001 Project: 1978M - 5 Sullivan Bros CC Kitchen Imp 200 West 4th St Waterloo, Iowa 50701 Prime Contract Potential Change Order #001: Rock Excavation and Backfill TO: PCO NUMBER/REVISION: REQUEST RECEIVED FROM: STATUS: REFERENCE: FIELD CHANGE: LOCATION: SCHEDULE IMPACT: City of Waterloo 715 Mulberry Street Waterloo Iowa, 50703 001 /0 Pending - In Review No FROM: Henkel Construction Company 208 East Stale St Mason City Iowa, 50401 CONTRACT: 1 - 5 Sullivan Bros CC Kitchen Imp Prime Contract CREATED BY: Brian Tenge (Henkel Construction Company) CREATED DATE: 1/21 /2020 PRIME CONTRACT None CHANGE ORDER: ACCOUNTING Amount Based METHOD: PAID IN FULL: Na TOTAL AMOUNT: $44,013.00 POTENTIAL CHANGE ORDER TITLE: Rock Excavation and Backfill CHANGE REASON: B POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE #001 - Rock Excavation and Backfill Rock excavation, haul off spoils and backfill with sand. Unit Price $850.00 per cubic Yard Ticket #1 12/18/19 - 14.88 Ton Ticket #2 1/2/20 - 14.61 Ton Ticket #3 1/7/20 - 14.37 Ton x 35%a=5.03 Ton (only 35% of this load was used). Total Tons = 34.52 Tons x 1.5 (conversion to CY) = 51.78 ATTACHMENTS: PR #2 Unit Pricing (2).odf Bergan Sand Tickets.odt, Henkel Construction Company Approved By: Name: Date: page 1 of 1 Printed On: 1121/ 2020 09 :48 AM Page 463 of 464 CASH BENTON'S 1 Z h i r SAND & GRAVEL, INC. 905 Center Street - Ph. 319-266-2621 Cedar Falls, Iowa 50613 A Finance Chage is Computed On A Periodic Rate of 1'h% Per Month Which Is An Annual Percentage Rate Of 18% On Any Previous Balance Not Paid Within 30 Days. a7//i9 NAME' j rCJo; ADDRESS "� 79g/t C71— uiztA OIJAN. DESCRIPTION /2f ' 2 ACCT. PRICE TRUCK NO. AMOU NT 5dadmeo ameriker 617 LOADED WT. EMPTY WT. TOTAL. LDS ragoO TONS___ __RECEIVED BY NOT RESPONSIBLE FOR AMAGI OFF ROAD BENTON'S ..L G 140 0 SAND & GRAVEL, INC. 905 Center Street - Ph. 319-266-2621 Cedar Falls, Iowa 50613 A Finance Charge is Computed Qn A Periodic Rate o1 1 X% Per Month Which Is An Annual Percentage Rate Of 18% On Any Previous Balance Not Paid Within 30 Days. DAE 1' r9V NAME CASH ACCT. TRUCK NO. ADDRESS IrtP GCS 1. N. QUA6/ DESCCRIPTION (J PRICE AMOUNT :a/get/246 I lit lid / //aid tat 62-4te P"F(5.A1-66'1 LOADED WT.6JE 0. EMPTYINT.> e77lM TOTAL LBS.c7 9c.,9,z9 TOWS RECEIVED BY NOT RESPONSIBLE Po AMOUNT w U ir- a.. � 0 S 111% `� I ,..,0 '~` ti d s DAMAGE OFF ROAD Page 464 of 464